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27636 PE-1750C METRO ENGINEERING, INC. - s. 324 Sherman LETTER OF TRANSMITTAL Spokane, WA 99202 (509) 624-9351 Fax: (509) 624-8153 • 'FO: Date: 09/08/2004 Job No: STI-Shelley3rd City of Spokane Valley Attention: John Hohman Re: Shelley Lake 3`d Addition 11707 E. Sprague Ave., Suite 106 Final Certification Package - Extras Spokane Valley, WA 99206 WE ARE SENDING YOU: x Attached Under separate cover via the following items: Shop Drawings X Prints Plans Samples Copy of Letter Change Order Specifications Mylars Copies ~ Date ~ No. ~ Description 1 1 Final Certification Letter 1 1 Water Line Testing Letter from STI Northwest, Inc. ~ . ' ri 1irJC I r-e- r'H (L ic Ct 1't o 1-N 1~GiC ~ 4 ~j-Q THESE ARE TRANSMITTED AS CHECKED BELOW: X For approval Approved as submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested - Returned for correction Return corrected prints For review and comment For bids due Prints returned after loan to us COMMENTS: Please ca11 me if you have any questions pertaining to this project or the submittal documents. Thank you COPY TO: Buster Heitman SIGNED: File Ryan Spidahl, EIT Design Engineer ~ METRO E1vGl1VEERING, INC. - - Civil Engineering and Project Management Services ~ - - November 9, ~2004 City of Spokane Valley ~ . ~ Department of Public Works 11707 E. Sprague Ave., Suite 106 Spokane Va11ey, WA 99206 . ATTENTION: John Hohman, RE: Shelley Lake,3rd Addition Final Certification Dear John: , Attached, please find the record drawings and documentation for the above referenced - . project. As stated on the 'record drawings, "I have review.ed the construction and to my knowledge find it in substantial conformance with the approved design plans and Stand'ard Specifications, except as noted." , - Please call me if you have any, questions.~ . - ~ , . . ~ Sincerely, . - ~ "A, ' VA~^~. Metro Engineering, Inc. , ° Ko . , - - • 9 n ~ ~ • , ~ - Joel G. Lee' P.E. Principal Engineer , . ~ . :~•1~~ ' ~ Enclosures iEXPIRES 2/21l 0,5- ~ " . cc: Buster Heitman, Landmark Developments (Letter only) File . S. 324 Sherman St. ~ Spokane,, Washington 99202, Ph.: 509-624-9351 ~Fax: 509-624-8153 . . : .1 . a: • 'ns' . ` . ATTACHMENT 3- FtNAL CERTIFICATION CHECKLIST, , . Project: SWr__-L-E~J t .A-~.. ~127 l~DW 'PON . . Certificate Head Letter: Statement of intent to certify the project. . PE Stamp and Signature. Record Drawings Mylar Drawings: . ~ , AeAll S PE Stamp and Signature Lettered certification statement (9.10 Spokane County Standards) Pro)ect Documents: ~ Daily Inspection Reports: S-n Fteld Reports: - - 5T-7 . Inspection of Asphalt Paving: . 100% On site inspection durinq pavinq. mCM. ArMC Compaction Reports: ' ' . Sewer trench Iifts. Water trench lifts. R ~~t~~~`~• . Utility trench lifts. ~ . Crushed Rock Lifts. ~ . ' Material Documents: Field and Laboratory Tests: Field Test Lab Test - Concrete: . ~>-I(Slump, Air Content, Temp.) ~C (Break Test) ~ Sub-Grade: (Compaction) ~C (Gradation, Proctor) Crushed Rock: ~ (Compaction, Depth) 7~. (Gradation, Proctor) Asphalt:_ ~ (Compaction, Thickness) (Rice, Gradation, Oil Content) On Site Inspections Of Drainage Items: QLj Drywells~ C,P¢c_y) pa5 l'n S r . . Gutter Inlets: Culverts: 1>< Sidewalk Vaults: N jA, Drainage Ditches: NIA ~ Pv~8 T-c Other: 00+~ Incoming / Outgoing Correspondence: (This is a guide line of required documents, but not limited to, for final certification.) Page 8 of 12 3/25/2002 Construction Certification Package for Shelley Lake 3rd Addition JVTJ NORTHWEST . ~ . SOILS, TESTING & INSPECTION 2214 East Riverside Spokane, WA 99202 Phone: {509} 534-9711 Fax: (509) 534-9755 - CORRESPONDENCE y o NORTHWEST - • ~FAME~t~~ . SOILS, TESTING & lNSPECT/ON December 27, 20U0 STI W.O. # S000567 . Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 - Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary December 4'- December 8, 2004 . , C & B Excavating: Contractor Landmark Development: Developer Dear Randy, - This letter transmits the general construction activity that occunred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI . Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and , specifications. This letter is not intended to be a submittal for acceptance. It is for informational . use only. , . • The existing sewer Manhole # 19A was exposed and a new 10 inch main section was . extended to the east to the new MH# 20. . • A new service was installed west of MH# 19A in the existing main line • No backfill was placed and the Contractor quit for the winter. No major deficiencies to report at this time.If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Si cerely, . ST Nor west Paul .-Nel n, P. . cc: Landmark Development - Buster Heitman . C& B Excavation - Bob Heitman , • CLC File _ STI File 3628 E. Ferry Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 E~cy 0 ~ ~ ~ . NORTHWEST ~~M ~FEB~~a•~ - - ~ SOILS, TEST/NG & 1NSPECTION January 18, 2001 STI W.O. # S000567 Spokane County Engineers Off'ice . 1026 W. Broadway - Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks . Re: Shelley Lake 3rd Addition - Construction Summary January 8- January 12, 2001 C & B Excavating: Contractor Landmark Development: Developer . Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by,STI Northwest or its staff, but it does transmit the general information concerning the construction . activity. Any item that may be listed below may or may not be in compliance with the plans and `specifications. This letter is not intended to be a submittal •for acceptance. It is for informational use only. _ FIELD REPORTS # 3 AND 4. • 10 inch san. Sewer installed from about MH 20 (STA12+80) to MH 21 (STA 14+I5). • New services were installed for lots 5& 6, BL 1 as shown on approved plan. • No backfill was placed except for the services and the Contractor quit due to weather. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, . STI ort est Paul T. Nelson, P. . ' - cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 - o~~~pGENERq~c ~ NORTHWEST ~OF l~~'•~ - AMER SOILS, TESTING & INSPECTION February 19, 2001 STI W.O. # SOOOS67 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary January 22 - February 9, 2001 C & B Excavating: Contractor . Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed . above. This letter is not intended to replace the construction daily report produced by STI "Northwest or its staff, but it does transmit the general information concerning the construction activity. Any- item that may be listed below may or may not be in compliance with the plans and. specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. FIELD REP4RTS # 5 through 13. • • 10 inch san., Sewer installed from about MH 19A - MH 23 backfill compaction complete. • Air test completed on all 10" pvc main sewer plus stub outs. • All side sewers from STA. 10+70 to STA 19+15 backfill compaction complete. • All 8" pvc water main is installed from STA 10+70 - STA 19+15 bedding material placed on pipe only no compaction to date. . . • Vera water co. performed water test on a118" pvc main water line. No major deficiencies to report at this time. If you have any questions or comments concerning , above, please feel free to give me a call. S' ce y, any of the i ems 7P.E. S o Paul T. els . cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File - STI File . 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OPERATIONS IIVSPECTION REQUEST.FORM . ♦ • , . INSPECTOR FROM: . PROJECT NAME: PROJECT ~ REQ ST FOR: 'PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-TV INSPECTION , Optionai inspection, unless otherwise requested will include the same as post paving inspection. 0 POST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-TV INSPECTION Required inspec4on prior to acceptance, inGudes complete video inspection of all lines for: •cleanliness `stub locations 'identifying any faults ~ POST-PAVING MANHOLE INSPECTIONS SPECIAL INSTRUCTIONS: 1,4 w2g ~ ~ • . - ~ - CONTRACTOR:' BILL(NG ADDRESS: (If New) ~ , FIELD INSPECTOR: RADIU NO.: (include drawing of all lines and/or manholes requested) AT THIS TIME ROUTE O UTILITIES DIVISION "SEWER PLANNING AND DESIGN" PROJECT NAME: ACTIVITY M. JOB#: PLANNlNG # ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER- AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE AND ROUTE • UTILITIES DIVISION "WASTEWA • OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WHEN POSSIBLE ~ OTHER: ►N15RN~ • - DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3110100 J ~ i v - v • . ~ . - . r S P O K A N E C 4 U N T Y U'i7l.tP[ES DNLSION A DMSION Of THE PUBLiC WORKS DEPARTMENT N. Brvice Rawls, P.E., Utiliries Director Gary Oberg, Ditecbr FACSlMILE COVER SHEEl' DATE: To: iba.UcL.- G~ Fax: 534• g 1s S P~: ` . . FROM: ~ t t-L-t G~ cou"Tf ~ . TOTAL NUMBER QF PAGES (INCLUDING COVER SHEET): ~iz MESSAGE/SPECIAL INSTRUCTlONS: Cwerv. OtR TaL5e ` Tq WCtL-t Sl+t~~."'no ANY PuLrs-Tiop-is C-liqt; '4 C/.c.C. • /SrLyo 1JoTtF7 Cw7"c-tvtZ A*y'J SWL:'0cx.G APPltOP4/47t! % _ t~tu.-~ . Poo Y tg a O&O ~ u~. ~ 1026 W. Broadway • Spokane, WA 99260-0180 •(509) 477-3604 FAX: (509) 477-4715 TDD: (509) 324,3166 3-14-01; 9:52ARa;SpoKene County Util reo co u, vc: Uup• ~ ~ - - - ~ SPOKANE COt1NTY l1TILf7'IES DIViStON ~ ~ lAlAS`f EtNA'f ER OPERATI+aNS ~ ~ . INSPECTiON REQt1E5T FORM ~ -FIELD INSPEC TOP . ~ DATE: . FROM: . ~ PR0.IEGT NAME: . PROJECT REQ ST F4R: - : .ff ~ 9 PRE-PAVtNG T.V.INSPECTtaA1 ~ CHECK HERE FOR RE N 1NSPECTfON ~ Optlonai inspacllon, untess olherwise requested vm tnqude Ote racRe as past pavrng inspec,tWn. 0 RQST-PAVING T.V. INSPECTION 11 CHECK NERE FOR RE N INSPECTI(?N Repu;ed inspectton pr'caf to acceplance. Inctudes oomp4ele video tnspection of au liaes for: ; •ueaNiness •stub lacations ''rdentiJyfng arry feufts E3 P05T-PAYING MANHOLE 1NSPECTIONS . S ECIAL iNSTRUCTIQNS: TM A& 3 . , 43 %*Q A14 - Q7 i 1 ~ • ~J ~ ! - CONTRACTOR: b0fAV1A-_-k * i StlL1NG AOQRESS: (tf New) FIELD [NSPECTOR: RAOiO NO.: ~ (inctuds drawr'ng of atl llaes andJa manholes requssted) . ~ • i DESIGN" ~ PR4JECT NAME: ~~,,Y ~►fLG }~►O~~• ~ ~ ~ ~ ACTiVtTY tt: JOB#:_]P- 45- PLANNtNG !f ~ . ~ ATTACNMENTS: 0. DRAWlNG OF REQUESTED fiRAWiNGS AT • - AREA iNCLUOING NtANHOIE #.5 WASTEWATER AND 114 SECTION #S OPERA7fOrNS FtELO C?FFICE X~ . DATE FORWARDED: Z~tg BY; _ &u4 DATE RETURNED: . ~ 01051O ' ' I&R O ' O : ~ ISSUE pATE: FILE NO.: JOB NO.: VHS TAPE NO.: q7 0 ASAP ~ WHEN POSStiBLE ~ C)THER: , ~ ' __F: _ v~. "r' _ ' ; a~• _ ' • _y,~~.~..~, '.f.1' < < .P . y^ ~..•~h P~~:S?. : 1^ ~1~: y~~~ ^ .y ~ I ~ • . ~ ~~7i~t '~4~/T ~ ~ (GT , • I. tlXi • • ~ +f. •J.s};~ ~l~1 ~ ~ '~'t9 'I'~c lx~s~~ ~ OATE COMPLETED: OPERATOR(S) White - Utilities Yellaw copy • Construction Revised 3110100 G. 3- 1 4-01 52An4; bpU~ct~iiN ..vv~Ly v ~c & b excavatfng ' 22708 n hwy 395 colbert WA 99005 Tek, Fax . inspection-protocoi , Daie: Projec! Wealher: Operator sectiannumber. Section Name: 03102l01 tp 45 cloudy chris 1 shelley Ik 3rd Plannirxg truck: Camera: Preset: Cteaned: Grade: pe 1754-94 d u-307 7 0 , ToMm: spokane . Map it1: length: 71.3 FT Street: e shelley Ik In Map #2: MH: 164.916.8 Situeti0n: Street- light traffic Tepe 974 MH: 164.618.7 Reason for irtspection: pre-pave inspection Diameter. 10" Section Type: wastevrater Material: PVC sectionlength: Protection: • Grid: . 24544 Fle 9467 - Remarfc: 1:350 positton code observation counter photo grade 8 0.00 MH cap 00:05:38 0 - ~ ' 7•, . ~F J 3 }J ' { t . ~ ' T J? fH Y 2 3 ~t1~'~► 3d 71.30 T Tee, at 02 o ciadc, diameter 4 in 00:03.20 0 shellev Ik 3rd.mdb 1/ oaoe: t ' 3-14-01; 9:52AM;Spokane County Utfl c B b excavating ~ 22708 n hwy 395 colbeA WA 99005 Tel:, Faic Inspection-photos Twm: Stree2: ' Oate: sectionnumber: Section Name: sookane e shelfev Ik ln 03102101 1 shsllev Ik 3rd 1~~ wry,~y~A~?,y Y :y y t J'}:'' ~ ' ~tY;,*~'i • , : • ~~si~- p{:=~ ir=~ ~ ~ . ✓:y,~ ~ ~iry 1. ~t<~~~.. ~ •'~.L~! `y ••Y~:y ~ ~ _ MAi - ` v . ~'°~A ..4.~,•La,,..: a,~ ~1+-__'.' ~ ;S :-'c, r . ~~.1, - F,"~ ~ . ~rt~~:~ • • - "+~:'Lv"'`: . ~a ~y~+~'~~ ~;~.y tM.. kl , . : . ' :~~L ~ ~ ~ ♦ 'MT ~ 3'ttlyy'a~'. . • e'~'~'i~~~~'~'~e. ~T`~'.:`~•: . . . L~iTJ. v~`•L'`' ~~n~ hN` PJ. ~ ~ . , ~ . z= ~ ~•~g~~• ~V ^ ' ° .k - ie.'t ~!T «,,SI,~y.'"" ~ ,,~.r y~., '.~T.. ,.p.y: :C ~?':,'sF .i : . : '~'ti ~ Y~+• r~, ~ ~:a' ~ _ ti~ dF+•~' ~ ~.1~y~.'T~ r`•-• = -'Nt • "ti ~ • ~~a: :J,~S~ . j~"e: ~ • ~ ~ d ~ • ~Y~:4~.' . °P ` ~ ~'l .'PJ~Y t' ~ . Y!'~- i `a'c.ta' '.i". +e y ~ Photo: 1_3a, Tape 974, 00:03:07 . . . , Debris, cleaning needed shelley lk 3M.mdb U page: 2 ' 3-10-0 1 c 8 b excavating 22708 n hwy 395 colbert WA 99005 Tel:, Feic Inspection-protocoi Daie: ProjeCt Wealher: Operator sedionnumber. Section Name: 03102101 tp 45 cloudy chris 2 shetley Ik 3rd Planning trudc: Camera: Preset: Cleaned: Grade: pe 1754-94 d u-307 - 7 0 Tam: spokane MaA #1: Length: 105_2 FT Stteet: Map #2: MH: 164.3J8.9 Situatian: Street- Ilght ttaKc Tape 974 MH: 164.8/8.7 Reason fa irtspection: pre-pave fnsRection Diameter: 10" Section Type: wastevirater Mater18l: PVC seclionEength: Protectian: Grid: 24544 Fite 1467 Remark: 1:325 position code obsenation counter photo grade • .t'i.= • y,:-L•~~ . 0.00 NtH cap " 00:09:39 0 - . 0.30 OB ObsUvcNort-large rock 00:09:31 2_2a 2 - ~ . ~ .R ~ :y a 'r+ ; ~ . iV Y' ,.4 . ~T Y :r Y •v f.C Y . T ii• ~ 105.20 DE Debris, efean/ng needed 00,-08:22 2_3a 3 shellev Ik 3rd.mdb 11 paoe: 3 ~ J U t 1 l y ~-t4-Q1 : ~ c 8 b excavating 22708 n hwy 385 Co1beR WA 99005 Tel: . Fax inspection-photos g~~n Name: Daie: sectionnumber. shsy~~,~ tk 3rd . ~ Street: 2 - 03102101 , SSf~k~11Q r . . :dT~'=~ ~kya' • ~ ~ 3• r~ ~y . •'~r''` . Photo: 2 2a, Tape 974., 00:09:31 ~ Obstructwn-large rock tif • - -.~t ~ • ..~C~ ! 'a ja ~,y . - s~ b'a,c.\ J.~~'~~.~-i~S " : r'~ :~"c~"O~`~~-t.` ' S { ' ?"~•j s. + i S~ .Y.~'Wl N;r~ ~ Rh~ ~Y• ^ ~l::r 4Kw~a?w<': - ;3.i9< fvl~, ` ' ~ i. ' . 5~~~~~t: dP~iL' ~ = r. ~ ' r t • ` , ~ . • . ti~ ':r„ ~ ' • t' s' ,~h.i.- as~L' ,c..1.. . ? ~7 .Y.: • ~.:.?3'~ .~'f~' : :tr'i'~~~~tf~~1l°_ftt. : i:~ ' ~Y. ~ f$': •i.•., . , ' , . - . , , • ' • . . - Photo: 2_3a, TaPe 974, 00:06:22 - Debr'ss, cieaning needed ' shelley Ik 3rd.mdb !1 page: d 3-14-01; 9:52AP.4;Sppk9ne COUnty UCit c 8 b excavaffng 22708 n hwy 395 colbert WA 99005 Tel:, fax . . Inspection-protacol Date: Ptojed Weather: Operator: sectionnumber: SeCtian Name: 03I02101 tp 45 claudy chris 3 shetiey lk 3rd Planning truck: Camera Pceset: Cleaned: Grade: pe 1750-94 d u-307 7 0 . Town: spokane Map #1: Length: 204.1 FT ~ Street: e shelley Ik 1n Map #2; MH: 164.618.7 Situation: Street- Ifght traffec Tape 974 MH: 164.118.3 Reason for lnspection: pre-pave inspection Diameter. 10" Sedion Type: wastewater MaterEal: PVC sectiantength: Protectian: Gtid: 24544 File 1467 . Rernark: 1:540 positEon code observateon counter photo grade 9.70 T Tee, at 02 o'clock, diameier 4 in OQ: i Q:02 0 G- c - ~ . . 48.30 T Tee, at 10 o'clock, ciiarneter 4 in 00:71:32 0 fs . . F: ' . , •f . ' _ 74.60 T Tee, at 02 o ctock, diameier 4 in , 04:12:34 0 1 tr 7SR r. 1 . ~ ~ 126.40 T Tee, at 10 o'clock, diameter 4 in 00:14:2$ 0 u( r 146.60 T Tee, at 02 o'clock, diameter 4 in 00:15:21 0 w r 'f . c ' ` . ~p~18 204.10 MH Manhole 0017:28 4 . shellev Ik 3rd.mdb 9 oaae: 6 .3' l 4-V 1: y:`JL~+~'7: JN4KCrtC ~,.vUlt t~' .i . _ c d b excavatFng 22708 n hwy 395 colbert WA 99005 7e1: . ►ax . . . Inspection-protocoi ~ Date: Project Weather: Opefator: sectionnumber: Section Name: 03102101 tp 45 claudy chris 4 shelley !k 3rd Piannirtg trudc: Camera Preset: Cleaned: Grade: pe 1750-94 d u-307 7 0 TOwn: spokane Map #1: Length: _ 147.6 FT ~ SVeet: e sfieltey tk In Map #2: MFi: 164.118.3 Situation: Streat- ught traffic Tape 974 MH: 163.718 Reason far irtspectian: prf-pave inspection Dismter. 10" - Section Type: vrastawater Material: PVC sectioNength: Pratection: Grid: 24544 Fle 1467 Rematic: 1:375 position code observation counter photo grade 'ea1~is: 22 "~':s•-c- l rS.'. . 15.00 T Tee, at 10 o'clock, diameter 4 in 00:18:21 0 ~ 17.90 T Tee, at 02 o'clock, d'rame#er 4 in 00:18;42 0 ~ . . _ , f~ :m Y ~ 8240 T Tee, at 02 o clock, diameler 4 in 00:20:58 0 r? 94.30 DE Debris, cleaniag needed 00:21:33 Q 4a 3 ~ 95.80 T Tee, at 10 o"ciadc, diameter 4 in =1:46 0 , ;i - ~ 118.40 T Tee, at 02 o"ctack, diameter 4 in 00:22:46 0 . ; , 147.60 MH Manhote 00:25:47 0 a~'►~~,~ ZI sheliev Ik 3rd.mdb 11 oaae: 6 ~ 22708 ~q g9r,~'S ~ tie v c i~ c°V t~. , Fax c~UryC>' ~ ' S~Ay~a ; ~p~K9nE $2~+~1 K 3td- Q 1 i tl+4n_p~"ot~~ Se~i~" 4 ~,,pes: 1r~5p~~ oatQ*. a~o~°~ ~ gtreeQ , F ,~ie • . ld°' j .i~~~(-~ 'r"~• '•f ~i:'~j: ...~i •~~i_4a- Y~ :~w. . . . . i-sifs• ' `y.i.°*~t=,i,~G:' .r^. ,i . • ~~lN_~ ~ y ~;~'i 'y"'r'y'i":. °'t~;<t ~i - K~ • :~r`~ t ~'i ~:'Y`-;:1,~:Y•,,• . . ~Y.L-"1'~ . . . 0 ' Rf . . ....i•.i-~~"`~-y'~l~t.. µ,r,b ; c., A; .,~'r.• ,6.. a'' ' • : 'e.,<~:•~?j` t "_;r tl~:{.,r.i r,.,~~_~•.''' . • • - ' y' . ~_J ~~~;},~Y y ~ ~ • ' ' "x ' }r~r: .t ~ " O / 17 ~a . ' y; . ~ 9yt Q3 ` 02,.2~ ~ ~ . . 4 ~ pp:21:33 . . q ~ ape ~ d pebo 43, s. C1ean~r9 ~ ik3~~db fl Pa$e~T $~g11eY .'f- 14-V1 j `J~ :~GHNI;J{.7UKdIIG L..VU-y v`. . c B 6 excavating 22708 n hwy 395 cdbert WA 99005 Tel:, fmc . Inspection-protocol Date: Project Weatf►er: Operatot: sectionnumber. Section Nama: • 03102101 tp 45 ctoudy chris 5 shelley Ik 3rd Planning truck: Camera: Preset: Cleaned: Grade: pe 1760-84 d u-307 7 0 T4wn: spokane Map #1: Lengih: 142.8 FT ~ Stree2: e sheftey Ik In Map #2: MH: 163.718 Situatien: Street- tight treftic Tape 974 MH: 183.317.9 Reason for inspeCtion: pre.pave inspectEon Diameter: 10" . Section Type: wastewater Material: PVC sectionlength: Protection: Gttd: 2aSa1 F(le 1467 Remark 1:350 position cade observation counter photo grade Yb:~tk+e 'ss:Tra Ta 'Y Y• a; ~N 60.30 T Tee, at 02 o'Gock, dameter 4 in 00;28;03 p K 63.10 T Tee, a! 10 o clock, diametet 4 in 00:28:23 0 65.60 T Tee, ai 02 o"Cloclt, diameter 4 in 00:28:41 0 a: ~ y; i9 C. . i^ 4' . ~ • r.f . st. y. 129.80 T Tee, at 02 o'clock, diarneter 4 in 00:30:56 0 142.60 MH Manhofe 83~lT: 40:31:35 Q " shellev Ik 3rd.mdb /t naae: 8 3-14-01; 9:52AM:SPOkane County Utll c 8 b excavatfng 22708 n hwy 395 cofhert WA 99005 Tel:, Fax I nspection-protocol ' Dale: Project Weather Operator sectiannumber: Section fJame: , 03102101 tp 45 ctoudy chris 6 shetlAy lk 3rd Planning tn,ck: Camera: Preset: Cleaned: Gfade: pe 1750-94 d u-307 7 a . Tawn: spokane Map #1: Length: 185.8 FT ' Street e sheiley lk fn Map #2: MH: 163.317.9 SituaRion: Stnaat- tight traHTic Tape 974 Mti: 162.718.1 Reason foi inspection: pre-pave inspection Diameier. , 10" ' SecGon Type: wastewater Material: PVC sectionlength: Protection: Grid: 24541 Fiie 1467 ' Remark: 1:500 position code observation _ counter photo grade 00. 20 63~ 10.60 T Tee, at 10 o'clock, diameter 4 in 00:32:14 0 43.20 T Tee, at 02 o'clock, diameter 4 in 00:33:28 0 • J. 03 . 82.30 T Tee, at 10 o'clock, diarneter 4 In 00:34:58 0 ,4 • • ( 109.00 DE Debris, cleaning neaded 00:36:00 6_4a 3 .r :-5{ 130.20 T' Tee, at 02 o'clock, diame#er 4 in 00:36:51 0 r: . . ~ s, :r 15620 T Tee> a! 10 o'clock, diameter 4 in ' 04:37:58 0 • C ~ 191,00 T Tee, at 02 o'clock, diamete,r 4 in 00:39:23 0 ~ . . . 1,71Q< ~=•i~-.=:~: 193.90 T Tee, at 10 o'clock, diameter 4 in 00:39:43 0 195.80 MH Marihole 00:40:04 4 shellev lk 3rd.mdb It oaac: 9 3-i4-01: 9:52AM:SpoKane County Utfi . c a b excave:iny 22706 n hwy 395 colbert WA 89005 Tet. Fax Inspection-photos ' Tvwn: Street: pate; sectiocinumber: Sedion Name: sDOlcane e shellev Ik tn 03102101 6 shellev lk 3rd . . ~ . ~ • F 2 :L'.?:•r' '....:~+'~`.~~1_ L<S~ 1 " • ' ~ ~ . ' • ' ~"'',.i~2 ~'!~-~i; ~i.'7 ~,,jh'- ' .k ►~~.f~'~.15:~-•::t:;, . ' . • r v.~y= : }•J ~ •'`Cjr• i . xi~ :~'2. . .:;x,~;:~, ' . . f:ct` :i~.-_ ":~►:'Q-` _ - • i ' :ti _3t . . . _ . . • ~,~m,. % - - ~ Photo: 6 4a, Tape 974, 00:36:00 Debris, cleaning needed ' sheliey IK 3rd.mdb page: 10 • oy STINORTHWEST ~~AME4~A ~ SO1LS, TESTNVG & INSPFCT/ON March 19, 2001 STI W.O. #C-70-S000567 C & B Excavating 22708 N. Highway 395 Colbert, Wa. 99005 Attn: Mr. Bob Heitman Re: ShelZey Lake P.U.D., Phase 1, Sewer Post-Pave T.V. Report Dear Bob, I have reviewed the post-pave T. V. report from Spokane County for the above referenced project. The deficiencies listed below have to be corrected prior to acceptance. A second inspection will need to be completed. _ Ihave attached the copies of the T.V. report for your review. Please let me know when the repairs have been completed. - DEFIENCIENIES : 1. Manhole 6, 66 Lane, clean debris at the manhole. (Cleaning required) 2. Manhole 10, Sonora Lane, loose step requires repair. The items noted above will require correction prior to final acceptance. If you have any questions concerning the above referenced information, please feel free to give me a call. Sincerely, .STI Northwest G4r Bruce A. Howard Vice President Enc. _ CC: Buster Heitman 3628 E. Ferry • Spokane, WA 99202 ~ Phone (509) 534-9711 • Fax (509) 534-9755 spdcane c*unry 12aot E. Fmotreway. SOdWa wAe9206, tOI: (WS) m 1984, Fac (W9) 477 8096 11 sheley Mc pud ph I,mdb ~aEe -Loration -Str~t -IUlap Na - . , d- o 168,41~.$ 03~6101 :pckane A ~ -X Y Z coordinates manhole lype Pth ~~~~p~ A , ~a.t . m m -Manhole -AdjustneMR(nps -Sleps <hannel -remarks: 1., ro no damage Q no damage ~ no damage ❑ no damege , b~ ~u~ oF dried grout U channel 3 ❑Adjusttograde ❑ Out~ ~ec. ❑M~g ❑Rough ~ ~ E ❑ Unable to bcate ❑ Ne~ grout ❑ Corroded . ❑ High spat . ~ ❑ o~y shaped Manhole Lb Mis~all~r►ed ❑ loose, defdd Po - ~ , Pipes not grou6ed c ~ no damage ,Menhole Cone ' -Roots ' Debris ~ ❑ Oamaged ar Missing ~ nc damaW ~ no damage ~Cracked ❑ Poor fit ❑ Cracked ❑ Severe $eaw ❑ Patch U!t holm ❑ Moderate 'Drap , ~ no damege -Manhole Freme P~~ . Save 4 l.ater ❑ Fbw ahaarers in ~ no damage -Repair Now ia no damage ❑ Unsatistactory, defectirre ❑ Chipped ~ no damage ❑ unsatisfactary, defective ❑ Displaced ❑ Badcup ❑ invert highst insuftent -Groundwater Intiftratan . ❑ Offset ' ❑ Manhole falure ❑ calcide budd•up ~ nothing ❑ Cracked ❑ Mechanical PIu9 ❑ c,radced Through Od ❑ Broken ❑ Tot* blodced ❑ broken ❑ Through wau . . . d . _ . _ . . _ . _ . . W . , I I I I I l' , I I I I I I I L ~ I I I I I I I ~ ' II I I I I I . . . . . . , . . . . . . . Palo 1. . . . . . . . . . . . . . . Spowne CouW 12007 E. Fnpire Way, Spokone, WA 902C6, Tet: (60p} 477 1981, Fix (SM 477 689811 "leY Ik pud ph 1.mOb -Date 1.ocation ~Str~eet -Map Na - • o " dent'Ificatio 03ro6JQ1 spokmM ' i -X Y Z coordinates -rr►anhole lype -depth -dimensans . 12 ; c -Manhole , Adjuslmertt Rings ~Steps ~hanne( remarlcs: ~ ~ no damege ~ no damage ❑ no damage ~ no damage oniy 1 Nng ; ❑ Adjust to grade ❑ Out of speC. ❑ Missir~g Rough ~ . ❑ Unable to IoCebe ❑ Need grout ~ ❑ Comoded ❑ High spot ; o M isaligned ~ defecct o Poorl,► Maped -Manhole lld • ❑ Qipes not 9routed ~ Q no damage -{Narthole Cone #to ' • p oebrb ~ ❑ Damaged ot Miwng ~ no damaQe ~ no damage ~Cmdced ❑ Paor fit ❑ Cradced Ssvere ❑ Sealed ❑ Patch Oft hoMes ❑ Moderate -Drop ❑ Step Protrudes , -Manhole Frame -Save 4 latet no damege ❑ Fbw showets in ~ no damage -Repair Now • ~ no datr.age ❑ Unsatisfacbory, defecW ❑ Chipped iz no damage ❑ unsatisfwtory, detective ❑ Daplaced ❑ 8adcup ❑ m+,ert highst hsufficient ,Groundwater InMration . ❑ Ofiset ❑ Manhole Isibure ❑ cawe build-up ~ nothing ❑ Crecked ❑ Mec,hanical plu8 . ❑ cradced ❑ Through 6d Broken ❑ TcWly hbcked ❑ broken Through waU . . _ ~ _ . _ _ ~ deposit ~Through shelf , lxtr . , . . . . . , . . . t . , . . , , . . . . ~~o~ftaEqR~c .I , - ~ •..p :i~: '~-.z.I . a ~ ~ AM1ER~~a• soi«, 7'ESTING & INSPEC7°1OIV March 19, 2001 STI W.O. #C-70-S000567 C & B Excavating ~ 22708 N. Highway 395 Colbert, Wa. 99005 Attn: Mr. Bob Heitman Re: Shelley Lake 3"d Addition, Sewer Pre Pave T.V. Report Dear Bob, I have reviewed the pre-pave T.V. report from Spokane County for the above referenced project. The deficiencies listed below have to be conected prior to paving. A second pre-pave T.V. will need to be completed prior to paving. The additional T.V. witi be billed to you. Additionally, there will be a post pave T.V. that will also be billed to you. I have attached the copies of the T. V. report for your review. Please let me know when . the lines have been cleaned and a new T.V. request will be submitted from our office. DEFIENCIENIES: 1. Manhole 23, Shelley Lake Lane, clean debris at the manhole. (Cleaning required) 2. Lane "A", there is a large rock near the end cap on this 10" line. (Cleaning required) . 3. Shelley Lake Lane, debris in line between MH 22, and MH 21. (Cleaning required) 4. Shelley Lake Lane, debris in line between MH 21 and MH 19A. (Cleaning required.) The items noted above will require correction prior to paving the streets. Please let us know when the lines and debris have been cleaned, and we will schedule another T. V. If you have any questions concerning the above referenced information, please feel free to give me a call. Sincerely, STI Northwest . e"C . Bruce A. Howard Vice President Enc. , . CC: Buster Heitman - 3628 E. Ferry , Spokane, WA 99202 r Phone (509) 534-9711 Fax (509) 534-9755 SpOkBne County, 12007 E. Emyiro WtY~ SpoNmM WA 2208, Tel; (509)477 1 QB1, Fax (50g) 477 6966 ll bl*f9ypc pud ph 1,nIdD -oabe toCation -Street 1Ulap No. ivianh . ~ - . • 169.416.8 O3o6roI apokonw ~ . r •X Y Z coordinates -rnanhole type epfh -dimensions 10.1 . m m -Manhole -AdJustmantRUigs -Steps -Channel -remarics: ~ ~ no damage ~ no damage ~ no damage ~ na damege . la►9e chunkS Of dried grout in channel N 3 pnd;ust tD grade ❑ oucofvw. ❑MWsin9 ❑Rough ~ ❑ Unable ro bcate ❑ Need grout Cflmoded ❑ High spot ro z Manhale L~ . ~ M~n~ ❑ loose, defact Poo~y shaQed - ~ ❑ P~es not gtouted o~ iz no damaga ,Manhole Cone -Roois ~ DeOris ~ ❑ Damaged or Missing ~ na damage Pi no damage Cradced ❑ Poor fit ❑ C~acked ❑ Severe ❑ ❑ Sealed ❑ Patch Vft holes ❑ Modetato -Drop ❑ -Manhole Frarne SteP PmtrUdes -Saw 4 Later • ~ no damega ❑ Flow ahowers in ~ no damage -Repair How Ono damage ❑ ChipPed ~ no damaqe ❑ unsatisffactary, dofee~h'e ~ Unsati9faCtory~ defecb+re ❑ Dispfaoed ❑ Backup ❑invert hiphst insufficieM -Gnovndwater lnftaton ❑ pffset ❑ Manhole failure ❑ catGde buld-up Q nothing . ❑ Cracked ❑ Modanical Pw ❑ c,mcked ❑ Through Od ❑ 8roken ❑To~ly bfodced ❑ broken ❑ Throuph wa9 . -'DThrou~hstiiaf.. _ ..F , CC; . . , c ~ ~ ~ ~ ~ ' ► . , . . , , . , . . . . p~;t, . . , . . , . . . . . , . spokane coumy, 12007 E Wire way, spowwW wASMa,rel: csaM 477 1 oar, Fac (sW) 477 esae ir a,eneylk p,a ph ,.mab . , , -Date -Location -Street -Vlap No. - • . • • . o 160.9/6.3 osMoI apdnn• b A N -X Y Z coordinates -manhoie type -depth -dimensions A ~ 12 m -Nlanhote . -AdjusCnart Rings ~Steps ~hannel -remarks: ~i Ona demage Q no damage ❑ no damage ~ no damage only 1 rung ~ ~ Adjust to grede Out af spec. ❑ Missiing ❑ Rough ~ ❑ unable to locate ❑ Need grout ~ ❑ ca~ea ❑ Hgn ~ot ~ -Manhole Lid , ~ Misaligned Eg Loase, defxt ❑ Poor~+shaped z ❑ Pipes not groubed ~ Q no damage -Manh4le Con@ fi ~ ❑ Damaged or Mis~rtg ~ no damage ~ rto damage ❑.Oebr~ ~ Q Poor frt Cracked ❑ Severe ❑ Crac;ked , ❑ Sealed ❑ Patch Gft ttoles ❑ Moderate -Drop -iulanhole Frame ❑ Step Probud+es Save 4 Later no dama9e . ❑ ~ no damage -Repair Now 0 nc daTage Fbw showers in ❑ Chipped .0 no damage ❑ unsatisfacbory, defectire UnsWSfacOory, detective ❑ Dksplaced ❑ 8ackup ❑ inrert highst nsufficiank -Groundwater IrfflratiOn ❑ Offset ❑ ManAole failure ❑ aldQe buDd-up ~ nothing , . ❑ Cradced ❑ Mechanical plup ❑ cradced ❑ Through Cd ~ Broken. . . _ _ . _ , . ❑ Tvbqy bbdced . . brolcen. _ _ _ ❑ Through wa~ _ . _ . . . . . . . . _ _ deposd ~Through she~ , . , . , . I i I. I I l I I I I I i I I l ~ ; I iI I I I . - I I I I I ~ ~ ' ~ ' { I I I i I I . . . . . . . . U4/'LU/U1 U6:53 h'AX ASSOCIBLQS, !I]C. . ~ur . . . . . . . c• ...~i . . .s 4....-.:. . ..._arri.:_• . - - . ' .':t - ` YI , .~~rb . - - • ~ ~ . 7~ . .A : J . . , " .....i"...~.,. '.M:~~~T~.:.:..:.~.,.:.-.• .....++.w ~ ► 1 . i ~ . . _ ' - ^ . . . . . . . . ~ . . . . . . . . . . . . , . . . _ . . ~:~~4&::;~ . Vu'.est:~~:~i~#ei240~:`~~~).?4~5$~:~$Q ~ . . . . . . Qt:~:::" ~ . . . - ~ . . ~ . . . FAX TRANSMITTA` ~~~4~1:~t40Pi►~#~~F~1a~~i+~i~ DATE: ~ ..............4I ~2Con1D I.......................:........... . PAGES:.......~.~....:...I.NCLUDlNC...COVER EET , . -ro: Ert,~_ F'vc: . ..j_ .....................-..i~. ..........L................1►T.. COMPANY: S''''" PH4NE: . ~ . u..., ~.....~..,Mri.........x........r~ f,.......w .~.~.,x"...... . . . ~....,.V,:....~....,......w.....~, FROM: ' .10B: 5006W/ 7 . . / . . ~ PRO)ECT ORICINAL IN MA{L: O. YES O NO U NOTES: w~~~~&bl~l . ~ ~ . -et,jt ~avj. 0~( Viia, S14::~,uJ~: ~ . . ~ ~ ~ mrb, Po b ui 4o 4~, . r~ MIJ:L t I kL ' ~ . . ~ . , . . ► ~ l~ ~ ~ Conhdentialrtv Notice , This doaunent(s) accamEranying this fax hansmfsslon contaln(s) tnfvfmation, which is CoMidential at'ed priviteged. This fnfotmation is intended to be tor tha indtvldual or ettG'ty set fatth above, tt you ate nat the tntended recJpient, ptease be aware that eny dtsdosure, wpying, distributian or use of the cantetrts of this information ts prohlbited. Thanlc you. . IZ4 . ' j ~ • ' . ~ro)e6 LJ/ SawW. w140 sA*Ed ' cs . ~ f'*rs'7- J92.c, M .e-R t;ac,5 ~,,r Gc/ . ~ \ • \ lz4 ~ . ~ 007 00 1.21 7.36 ` 09 YD`~. S` ~t 5 ~ 1.04 60 6 C3 ~ ~ STA. ' . PLA T . 55 0~4 . $96 , . s TUB . •O ~ ~ r TY ~ . / ~ EA , . ME ~ ~ . 7 . ~ , o~~pGENERq~~, ~ - NORTHWEST ~~FAMERt~a•~ lwirt _ SOILS, TESTING & 1NSPECTION March 26, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Canstruction Summary March 19 - March 23, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This tetter is not intended to replace the construcrion daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submitta.l for acceptance. It is for informational use only. . • No work performed involving STI inspection No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, . STI Northwest ,,,~cZ . . E ' ester, P.E. Project Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File . 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755 Oy - ~ ~ _ NORTHWEST D~.A ~p•~ ~ MER SOlLS, TEST/NG & INSPECTION March 30, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0I70 , Attn: Mr. Randy Stronks • Re: Shelley Lake 3`d Addition - Construction Summary " March 26 - March 30, 2001 C & B Excavating: Contractor Laodmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the , general information concerning the construction $ctivity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. ' - No work performed involving STI inspection Nv major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. Sincerely, Z orthw es / ; / Eric ester, P.E. Pr ect Manager cc: Landmark Development - Buster Heitman _ C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 ~6ENE2t(~ 40 771 - ~UTI. F ~ ~ ~ ST AMER~~a'~ SOlLS, TFST/NG & lNSPECT/ON Apri19, 2001 STI W.O. # 5000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary Aprii 2- April 6, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, " This letter transmits ttie general construction activity that occurred on site during the time listed above. This letter is not intended to replace the conshvction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be.listed below may or may not be in compliance with the plans and specifications. T'his letter is not intended to be a submittal for acceptance.. It is for informational use only. . . • Work continued on utility backfill. • Density testing performed on backfill and SG. No major deficiencies to report at this tune. If you have any questions or comments conceming any of the items iisted above, please feel free to give me a call. Sincerely, STI Northwest XManagerEflster, cc: Landmark Development - Buster Heitmman C& B Excavation - Bob Heitman CLC Fi1e STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 f-rLG C -70 7 Eric Lester ~.rom: Eric Lester ent: Thursday, April 26, 2001 11:08 AM To: susan murphy Subject: Shelley Lake 3rd MH Susan- . Got your e-mail regarding the misalignment of future sewer stub on Shelley 3rd. Spoke with Bi(ly Heisan (477-7298) of County Sewer who said that 4 feet from face of curb to center of manhole was minimum offset county would accept. No other options seem open except ot chase back line until 4 foot offset is attained. Let me know if I can be of further assistance. E 1 509 535 Zo~~ . _p7_O1 03'35P ~ ' . ay ~ N. 1318 FancM+W Rd. • ' • S~sm WA 99212 jEL 509.535-1Tt8 FIU(: 50O-535-2084 FMI. Fr,ow. A to: EivC At Fac: S 3~i' 9 7 S S^ ,~r-_ ~t~++~ ~ pi,~,e ~P~► C° t~'Pla~►s+~ Q p~v,~,"e 'n"'ant ~ . E3 V~'t p For Rw"levv . . ~ . , . ~ 509 53 O tl 101 5 ZV" J0~r' ~ .J . ~ - N . ~ ar ~ p ~e5t ~.1718 ~ " 03 ~ 3'6 . (5,~~~ ~ ~ 'n, i ~ l4bhoon C~►• 1319 N• `.W321*0 i?~ f , R p f w►,s 9:0°' t.~~ la'~' - ~ 1~~ • P o, e°x 2764 n~~ wA 99220 . .~o►~ ' o~ 1 ~ ~ ~ ' `Y~ : ; ~ ~ - M~ Y° j ~ , ~ ! • . . ' . . . ' ~ r. :r' . , , , ~ , , , • . . ` ! ;t~ ` 7' !11}~ ~ ' . . ~ , ~!R ~ . . Y , • ~1"'.~.~• , rt . ~r ~ ~ ~ . ' . , t~ . • ` ~ ~,~T* Pr'! w jC ~ ~ , . ~Y . ~ ~ r ~ , w~ ~ ~ . . . '~s .;I~ • a ~t : Jr~ "t • ~ ' • • ~ . { run.•- ~ i yiGMK~~'~ I~t~ ~~~wM«' 1t~~ :111~1f'~p~ip,7b~'" ` ~y` r,~-' ~ t. ooct guo op iWaI j- Ii t0 d%W% a t ` lco -~,~Q~~.;~~ - ' . •h• ~ ~ \ . Mt,~ I • s,G~w~' a,!,~: ' ~e~"°''' . ~,~~=Q''-- ~ • ' . :.~;.i:.. . ; L t ~ ~ ~ ' • : _`A. ' ~ , ' , ' . t --y- . _ . • . . ~ • ` . ~ . • y~ ~ ~ . s ~no ~ !pt NO ~ ~ e _ ~ q3 1at - ' . ..~~'Lk~~~• ~ Vld ~+aie~ao'o`~'' , - 1 tts o1 th6 ~ba~FAEE ,.e0b'M1A.h~~ NEes. ~K~. Srap*[Yt~ rtEdS GU~'M'~~alatln9 u~~ ux. ~6ENER,~C ~ ~ . . ~ NOR°THWES`T ~o~~~ . SOILS, TEST/NG & INSPECTIOIV May 8, 2001 STI Project No.: C-70-S000567 Spokane County Engineers Office 1026 W. Broadway ' Spokane, WA 99260-0170 - Attn: Bill Hemmings, P.E. Re: Shelley Lake 3rd Addition Dear Mr. Hemmings: . At the reyuest of our client, Landmark Development, we wish to request a reduction of established road construction bonds to a level which is proportional to uncompleted work associated with this project. Having reviewed the construction to this point and the bond estimate prepared Spokane County, we believe the specified road work is 70 percent complete. Major work items remaining include completion of asphalt paving, and some drainage items. The enclosed Record Drawing shows the extents and locations of major work remaining. I am enclosing a break-down of our construction completion estimate. _ Copies of our Daily Field Reports and supporting lab tests have been previously forwarded to Randy Stronks. 'Therefore, based on our field observations, STI Norkhwest has reviewed the construction and to my knowledge find it to be in substantial conformance with the certified plans and Standard Specifications except as noted on the "Record Drawings" for this project. We estimate the value to complete the final work on this project ta be approximately $28,100. We hereby request a reduction of established road construction bonds which are proportional to uncompleted work associated with this project. It shoUld be understood that this submittai provides certification for the constructed items identified above and the ancitlary requirements associated with this project. This certification only implies that the iiems shown were , substantially built as designed, and only vaiid at the time the as-6uilt information and visual certification were performed by this firm. It should be noted that this ietter does not relieve the contractor or developer from the warranty periods and contractual provisions expressed or impiied within their bonding documents. . Sincerely, STI Northwest ~ r'M . E K. Lester, P.E. cc: Buster Heitman 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 Shelley Lake 3rd Addition Construction Completion Estimate Prepared by STI Northwest 517/01 Design Design Current Current Qty Unit Unit Price Toial Qty Total Drainage Items I I I I I I 11 Drywell, Type B 1 3 1 EA 1 2700.001 8100.001 3 1 8100.00 12 Catchbasin, Type 1 I 2 1 EA I 800.001 1600.001 2 1 1600.00 13 Metal Frame Tyep 2 and Grate Type 2 1 2 1 EA 1 300.001 600.001 2 1 600.00 14 Pipe, 12" Hdpe 1 72 1 LF 1 20.001 1440.001 60 - 1 1200.00 (5 Pipe, 12" PVC 1 25 1 LF 1 18.001 450.001 25 1 450.00 . 16 Pond Access Road 1 4.4 1 CY 1 24.001 105.601 0 1 0.00 17 Pond Exc & haul 1 72 1 CY 1 12.00I 864.00I 54 1 648.00 18 Ditch Exc & haul 132 1 CY 1 12.001 384.001 0 1 0.00 19 soa I zso 1 sY I 8.001 2000.001 o I 0.00 ~ 10 Seed, Fertilize and Mulch 1 0.2 1 AC 1 2000.001 400.001 0 ( 0.00 ~ 11 Topsoil 1 15 1 CY 1 6.001 90.001 0 1 0.00 112 Riprap Outfall Pad 1 9 1 CY 1 50.001 450.001 - 0 0.00 Non-standard Drainage Items: Temp Pond Outflow I I I I I 113 Washed Drain Rock 1 38 1 CY 1 15.501 589.001 19 - 1 294.50 114 Pipe, 8-inch PVC 1 32 1 LF 1 18.001 576.001 16 1 288.00 115 Filter Fabric 1 30 1 SY 1 -1.75 1 52.501 15 1 26.25 Roadway Items I I . I I I•I 116 Asphalt Concrete 1 324 I TN + 45.001 14580.001 0 1 0.00 ' 117 Top Course 1 580 1 CY 1 24.001 13920.001 580 1 13920.00 118 Rough Grade I 750 1 CY 1 10.001 -7500.00 1 750 1 7500.00 119 Curb, Type R 1 2050 1 LF 1 9.001 18450.001 2050 1 18450.00 . 120 Street Signs ~ 1 1 EA 1 100.001 100.00 1 0 1 0.00 Erosion Control• Items 1 ~ I t ~ I 121 Silt Fence ~ 1215 ~ LF 1 4.001 4860.001 0 1 0.00 122 Rock Construction Entry 1 225 - 1 SY 1 16.001 3600.001 225 1 3600.00 1 TOTALS I 1 $80,7111 1 $56,677 70°!0 ~EL~S09 46~ 2518 P.001 N1AY. -04' O 1(FRl ) OS -56 LAPlOMARK BU I LOERS 05i03i01 18:16 FA\ CLG 4ssoci~Ces. (nr.__. _ J page6W 1 _ _ - - - ' e 7671 oa~0 Fax Not p ost-it' From f~ J,~ I= G c. ~ ~ To CO• w ` BOND ESTIMATE zc comeot- ~ Qnm+a0 Phone • pa M 5 Pro'ect Name: ShelleY Lake 3rt! Ad 5. ~ Project Number: P•1750C Oate: May 7, 2001 , U ~ - Prepared by: ~Z /t3 CindY CaUan S[Uwf c(XllljfY It~n ~De'~c~ipv~o~: ' • • , ~ _ Qty .U~i4,':,':Unky~N!Le',,: :To~al Orainage Items 0 Type B(incl. backfi(I, filter fa~ic, ttame b grale) 3 Eh $2,700.00 $8.100 . CYype 1? 2 EA $800.00 1,600 • . ---S""Metal Frame Type 2 and`Gfate Type 2 2 EA $300.00 600 t4-Pipe, 121nch HDPE - 72 LP 520.00 1.440 --5~Pjpe. 124nch PVC 25 LF $18.00 450 6 Porkd ACCess Road 4_4 CY 524.00 107 7-Pbnd"txc$vstion InG. Haut ~ 72 CY $12.00 864 -1 S 8 Ditch Excavailon Incl. Haul ; 32 Cl' $12_00 384 9 Sod 250 - SY $8.00 2,000 10 Seed, FeRilize 8nd Mutch '0.2 AG $2,000.00 400 » ropsoi i 7~- I i s cNI $6.00 so .12 Riprap Outfell Pad 9 CY $50.00 450 . Non-ettandard Oralnaqe Items: Tempordry Pond Outtlow (13 Washed Drain Rvck 38 CY $15_50 589 t Pipe, &inch PVC 32 lF $18.00 576 15 Fitter Pebric 30 Sl' $1.75 53 Roadway Ments 16 Asphatt Conaete lQCi 324 TrJ $45.00 14,580 LZ-Top Course 560 CY $24.00 13,824 48-*ugh Grade - 750 CY S10.00 7.500 t.4--Curb. TYpe R 2,050 LF $9.00 16,450 . 24 Slteet Signs H 0 1 EE1 $100.00 100 Erosion Conuol ftatns 21 8ilt Fence ~j1.245 LF $4.D0 4.860 221R-Ock COAStruction Entry 225 SY $16.00 3,600 Subtot$! $80,712 Subtotal, induding 3°,6 inflation trom year 2001 to 2003 $85,628 &ot0 7 7 TOTqI., INCLUDING 1.1 MULTIPLIER $94.200 G G, 1~ p' o~'~~ 7 oy NoR-rHwEsT AM~~~ ~ ~ SDILS, TESTlNG & INSPECT/ON May 14, 2001. STI W.O. # S000567 , Spokane County Engineers Office 1026 W. Broadway . Spokane, Wa. 99260-0170 Attn: Nir. Randy Stronks • Re: Shelley Lake 3'd Addition - Construction Summary Aprii 9- May 11, 2001 C & B Excavating: Contractor Landmark Development: Developer' Dear Randy, . This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily repoct produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. ■ Placement of crushed stone. ■ Installation of curb and gutter. ■ Due to staking error, portion of installed curb and gutter removed and reinstalled on correct alignment. ■ Rework of sewer stub that had been incorrectly installed. If you have any questions or comments concerning any of the items listed,above, please feel free to give me a calt. Sincerely, STI Northw t ric Lester, P.E. Project Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman ' CLC File STI File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 Fax (509) 534-9755 o~s~~ENEq,~coy~ ~ TM , N~~~~~~~~aST ~•OF C!'`'o - AMF~I~ SOILS, TESTING & INSPECTIOIV 23-May-O 101 STI W.O. # S000567 Spokane County Engineers Office - 1026 W. Broadway . Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3`d Addition - Construction Summary May 14 - May 21, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is ' not intended to replace the conshvction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal far acceptance. It is for informational use only. ■ No work performed on site to require STI Northwest testing. If you have any questions or comments concerning any of the items tisted above, please feel free to give me a call. Sincerely, STI Northwest . ~C'v \ . Eri ster, P.E. P ject Manager . cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) -458-6844 o~~~E~tERql~,~•~ 0 lw lhi" 0 R T H" W E%'O' 3"T s AMEFt SOILS, TESTING & IIVSPECT/ON May 23, 2001 STI W.O. #C-70-S000567 Spokane County Utilities Department 1026 W. Broadway Spokane, WA 99260-0170 - Attn: Mr. Gene Repp Re: Shelley Lake 3rd Addition - Bond Reduction Request Dear Gene, All work associated with the air and mandrei testing has been completed in substantial conformance with the plan set and specifications. At the request of our client, Landmark Development, we request a reduction of all associated sewer construction bonds for any related work associated with this project. I have enclosed copies of the daily field reports indicating the test resuits and when the inspections occurred. 1f you have any questions concerning this issue or need any additional information to reduce the bonds, please feel free to contact me. Sincerely, STI Northwest c Lester, P.E. cc: Landmark Development CLC file STI file • 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 ~'Fax (509) 458-6844 ~~~~ENERq~C Oy 4 ~ ~ - NLRIT H W E T + ~FAMER~'p. ~ SOILS, TESTNVG & INSPECTI4N June 5, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: S6elley Lake 3`dAddition - Construction Summary May 21- June 1, 2041 C B Excavating: Contractor . Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site dwing the time listed above. This letter is not intended to replace the canstruction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below inay or may not be in compliance with the plans aad specifications. This letter is not intended to be a - submittal for acceptance. It is for informational use only. • No work performed requiring STI Northwest abservation and testing. . • Awaiting redesign work of curb and gutter alignment to facilitate acceptable NiH #24 offset. No major deficiencies to report at his tune. . ' If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. - Sincerely, STI Northwest Eric ter, P.E. Project Manager - c.c: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman ' CLC File STI File . -M-7 %nt 7t{, dxianllP._ R11jtG 200 o Spokane, WA 99204 ~ Phone (509) 458-6840 • Fax {509} 458-6844 . . YNN NORTHVIIEST . 3628 E. Ferry Spokane, WA 99202 (509)534-9711 . . Fax (509)534-9755 ~ FAX TRANSMITTAL NDATE: V ~ .yY._~ (~~rv~.b,.~ .f... ~ _ . . . _.w . . . _ . . ' PAGES: ; ~ ~INCLUDlNG COVER SHEET . . r.-~. ' " . , 70:.. i..~FAX: ~4 ?Z'.47l5" _ ..r. . ~ . . . . . . . _ _ . . . . . . COMPANY: : e.av~ , oF SpokAt!~~- . ` PHONE: ~ i _ . . _ . . . , , v... ..s_.....,..,__ _.r...... _ _..a _ _ . . . _ FROM. 106: 1 . ~.~!C. 1.~7'h"~2;s...~..,....._..~ . . . . ~ ._.....C...7o..MSoc;r-s'67!,_... . PRO) ECT ~ ~Ae4zy iAizt ORIGINAL IN MAIL: O YES (~Gr NO NOTES: Pi u.A~ - ~ ATDAGmC-a0 L5 va-vv firz -i~" l.Akc 3~. 114azG 95 A c~vEsno~ .n.s -ra -bc- City-W-cnr; (As SAvcvrv) pvas- ~c la-c.cye ' ~'~3r~' wres A~V~I ta/A` Cq7~ ~ r 44 vc' Saqu i-r I.v FlzZlJ av twE or voviL.. rtm vorilT. ~ .ar- Gc-jtlXSs"WLY `'~tlG7~al/ AS't,~ Lt L S-vlZ. t/Q!/ 14 /✓b'T ~ ~f ~ ,/T !l~ ~'/a/CE IT Lt/A.S r ,Ucst' {~~,r4$~E f,~v~jEaO . 1614 MaT ot&'O1 cA71JE jEpe7j7KWcE. r'lvC r~ 6 A C-44C AT ~.Y~VX . , -,7110Wi-1 I G- ' . cc: SWfile Confidenrialitv Notice ~ Thi* document(s) accompanying ihis faoc transmission contain(s) infortnaton, which is confidential and privileged. This information is irrtended to be for the 'individual or entity set forlh abaue. tf you are not the intended recipient, ptease be aware that any disclosure, copying, distribution or use af the contents of this information is prohibited. Thank you. . JAstiWorm -v1.0-4/00 ~ 6 ~ ~p Llt~v ~N~ • IMA i; . " 2 2 S LL Y LAK D A D I TI 01 , SEWER SEIRVrC 5 0 8 . z"CK a, LoT 91 46' E OF /y1t120 0 fIZ2'NOf seW u E f E=Z030 Dc 1). Se WER SERVI QE 4 _ pLOCK LOT 8 ~ 663• ruw aFI"z a "a•nE oFSEW c.r lE=z03Zy DClO STA, 13+43.2 SHELLEY LAKE NE= 2~35 ` STA. 10+00 PRIVATE DRIVE 040 3 ~ H Zo t1 . BLOCA _ 1 ,3 7.9 Z0.7'NW 204 53,7' AE 01 SF-WER SERV1GE . 1E=Z030 I3LOG7( Z07 3 %4' W OF /y1t0 20 4. ~f3.7'NOf Se W C,1NE , E 1.UTILITY IE~Z0~3S ~14b' N C2 ~~~~5$~~ -EAS ENT N8~ •~~19 `r'~ ~ l5 ~ NS3 39 5 W SIEWIER SERViCE / 16 . 7 8.0 DGOQt 3, LOT 4 . MH 21 54.ei' !VW-OF /40 ZI 3Y7SW OF X W UfV4 10' UTILITY 1E=20359 1>49' EASEMENT 5 , 4 . 164.1 8.3 , SF-WER SEwJCe ~ 7 6 , DLOp( 3. LOT S Q 3 MH 22 ~ 66.8' E 0~ 1+'~ 2 r sEwE~e seIevIc~ 3os soF sE w une S H E L LE Y* sE~'ER ~~'ce ~LOGK LOf 7 037.b e.OGK 3. L0~ 3 a~rsl w OF r~v-~ zo sEwER sE~zvrcE' IE=Z LA K E 3R a7s~ s~ oF r~+ zz se ~ 27.8' SOF SE W fJfYE F~LOpC 3, LOT 6 g~~'SW 0~' S~W G~N~ at~U 1e=~z7~ ~a6 ~?6 ~Iw ~ A D Q I TI 0 , ~ ~ob' S0~ SE W t1lV~ , ►E=ao~z ~.t , . . • s$ su , rF-=Zo26sa 1>=)7' R SE4~VrCE . ~K 3. LQt 9 0F' htN 19A P I A T o,~GENEqq~cy - ~ A ~~QQ r : ~ ~ O~ ~w ~ - ~AAIER~ SOILS, TESTING & IIVSPFCTION June 11, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway . Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks - Re: S6elley Lake 3rd Add'ltiOn - Construction Summary June 4- June 8, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time tisted above. . ; This tetter is not intended to replace the construction daily report prvduced by STI Northwest or its staff, but it does transrnit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Site inspection on 6/5/01 noted reinstallation of approximately 30' type "R" curb and gutter on the south end of Shelly Lake Lane. Work was performed to facilitate misaligned manhole No. 24. , Noted said curb and gutter approximately 9" wide and planned alignment. Also noted manhole No. 24 reyuires its eccentric cone to be rotated 90° to line up with rungs. Discussions in field with Inland Asphalt indicate ACP planned for week ending 6/14/01. • STI Northwest was not notified of 30' curb and gutter pour. - No major deficiencies to report at his time. - If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. . , Sincerely, STI North est - ri fs:te , .E. oject nager cc: Landmark Deveiopment - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 NORTHWE-ST ~ . : 3628 E. Ferry Spokane, WA 99202 (509)534-9711 ~ . Fax (509)534-9755 FAX TRANSMfTTaL DATE: PAGES:. ^ 2, INCLUDING COVER SHEET T TO: fAX: _ _ . . .,..~.~..&~.s~-._ . , . _ . . . _ . . . . . . . . ~ ~l_ . , z~?~~ _ . . . _ . . . ~ COMPANY: A !~._,dvPHONE: 9 ~ 7 I.._. ~ . . . . . . ~ .r ~.v.. ..,_~.._v. . 114W-N-00-1- 74. .r FROM: JO6: ~ `-7p. 56~rs_S6.~.._~.... . , . ..........__.~d____,~...,__~.___i. ....._.4... . . . PROJECT ~ q-e I.t~Ic.E 3 ta O , ORIGI NAL I N MAi L: O~ YES /P9 N NOTES. . • - , 17- ,~-'e)vz r 7Hcv r c"i.c-Nv ~iaT ov T-re Am04Q46V -s~-~ 4vas owcf- /Aj7aAj1.W wdic N t,u ovi. &I (,4 ! . N E1Cc,.=i na r't<- 17J-V&)L ld'n !yv 'T Aci".s d. LG7/ ~ r ~ t~.)~ lL,d 4 F7'~ ~ G,CIi`✓~ ~~a.7~-- ~ ~ ~~I y ( ~i~,....'~1/vn 1UP7~'~c' ~~,/d~ ~ l~• ~'t:: ~ ~ ' t _ . • , cc: SWfile Conridentialitv Notice Thi4 document(s) accompanying this fax transmission contatn(s) information, whicfi is conf~dential and ptivileged. This infamation is intended to be for 1he ~ individual or entity set forth above. ff yau are not the intended recipient, piease be aware that any disclosure, copying, distribution or use of the contents of this (nfoRnation is prohibited. Thank you. . J:lgtifaxform -v1.04/00 - . ~ . . 6 - 1a, \ ov~, ~ ~ 2 12 S LL Y LAKI ~ J' • D A D I TI 0 r SEWE'R SEIRWV1C 5 o g EIc.oQC J. c.oT 14 - 4b' E OF /ylh 20 Yzz,nroF sew uE IE=Z03Z3 D=11. ' h°~ SE Wi~3~ SE3~V1QE 4 ~ - DLOQ( ZQT 8 ~ 663' 1VW OF " 21 ss~'M oFSEwc.r fE=z.OS2q D=aO STA. 13+43.2 SHELLEY LAKE NE= 2035 STA, 10+00 3 PRIVATE DRIVE _ 040 ~ A' 5E4vE~Z 20 BLOCX 20.7' N W " 1.3 7.9 204 53.7'AIE Or SEWER SERV1CE DWCCK LOT 3 954' W OF /hW 20 L 4 1'.U TILI TY q3.7'1VOf SeW L.1/YE C2 10„SS E EAS ENT IE=z 23a D=f4b' I5 Na~ •5319 . NS3 •g . SEUfE3Z SE3tvjC£ DLGGK 3, c.oT q . ~ NMH 21 59G6' NW OF JyVd ZI ,~5 3 3i,7'sw oFWw uruC 10' UTILITY 1E40339 f,=89' ' - EASEMENT S 4 164.1 8.3 SEWiER SE3ZVICE ~r Q MH 22 F. ~ 7 6 DtAG/C 3, LOT 5 , 3 sewER sElevlcE 66.9'E oF M zI sos,sarsEwurv+e SHELLEY- SeWER ~~ICE t~4CK LOT' 7 f~ 10.8' aws~ w oF " Zo SEwelt sEw1ce lE=20316 139.OpC g. LOT 9 L K E 3 R ~?s' SE OF MH 22 ~v 27.3'5 vF sE w r~rv~ r~c..K 3. L0T 6 ~~s ~ sw o~ ~w unE D c IC=ZazrW ~)6• 16-woF rw20 ADDITIO sob sorse w urve ss s~ , 16-2DZ63 D=)7• IE= R SCvfGE W K3.LOT8 DI n Oy o~GU E ~ W O ~ ~ HWEZ"'113411 rO~A~~~ ~ SOILS, TESTING & INSPECTION June 19, 2001 STI W.O. # C-70-S000567 ' . , Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks . Re: Shelley Lake 3~d Addition - Construction Summary June 11- June 15, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be' listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • 6/14/01 Shelley Lake Lane base rock re-fined graded -in preparation of ACP. Graded private drive . to make ready for ACP; verified missing clean-out adjacent to lot 8, which will necessitate easement on lot 8. ACP tentatively scheduled for Tuesday 6/19/0 1; re-shot services at ten lots per Buster Heitman. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, . . Syf No west . : ri ster, P.E. L P ject Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 ~ Fax (509) 458-6844 ~r r . NORTHWEST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: June 26, 2001 Phone No. 477-3604 W.O. No.: C-70-S000567 Fax No. 477-4715 To: Spokane County Utilities Department 1026 W. Broadway Spokane, Wa. 99260 Attn: Gene Repp Re: Shelley Lake 3`d Addition Transmittal of the Followinq► ; Post Pave TV Request . Notes: Gene - Please review and process the attached information. Let me know if you have any questions. ~ Bruce A. Howard Vice President :s'[luansmittal-v I-11/99 SPOKANE COl1NTY UTILITIES DIVISION - WASTEWATER OPERATIONS - INSPECTION REQUEST FORM . . . . INSPECTOR _,j"~t~- FROM: PROJECT NAME: PROJECT REQUEST FOR: ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N lNSPECTION Optional inspection, unless otherwise requested will include the same as post paving inspection. ~ POST-PAVING T.V. INSPECTION 11 CHECK HERE FOR RE-TV INSPECTION . Required inspection prior to acceptance, includes complete video inspection of all lines for: `cleanliness *stub locations *identifying any faults ~ POST-PAVING iUTANHOLE INSPECTIONS La SPECIAL INSTRUCTIONS: ~ ~ ~~~.c-~ • . . CONTRACTOR: BILLING ADDRESS: (If New) J~A FIELD INSPECTOR: RADIO NO.: (include drawing of all lines and/or manholes requested) , AT THIS TIME ROUTE • UTILITIES D • ANNING AND DESIGN" PROJECT NAME: , ACTIVITY JOB#: PLANNING # ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS F(ELD OFFiCE DATE FORWARDED: BY: DATE RETURNED: - . . ROUTE . UTILITIES , . . . - OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WHEN POSSIBLE ~ OTHER: ~ . _ . AD~ITlUNAl. I,NS~"RU" l~t~S: - " " _DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3110100 W O NORTHWEST ~~fAMEF1~~'p ~ . SOlLS, TFSTING & lIVSPECT/ON June 26, 2001 - STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 . Attn: Mr. R.andy Stronks Re: Shelley Lake 3'd Addition - Construction Summary June 18 - June 22, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. . This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, . but it does transmit the generai information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • 6/19/01 Contractor rotated manhole #24 to move access opening behind curb; will need to insert new set of steps. a 6/20/01 ACP placed on Shelley Lake Lane and private driveway. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. . . Sincerely, STI No west -Eri ter, P.E. P ~ect Manager cc: Landmark Development - Buster Heitman N C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 ~r r ~ NORTHWEST 2214 E Riverside Ave. . SPOKANE, WA 99202 PHONE (509) 534-9711 . FAX (509) 534-9755 Transmittal Date: July 12, 2001 Phone No. 477-3504 W.O. No.: C-70-S000567 Fax No. 477-4715 To: Spokane County Utilities Department 10261A/. Broacfway Spokane Wa. 99280 Attn: Bi1iy Ufiausen Re: Shelley Lake 3"4 Addition Sewer "Recordi Drawing" Transmittal of the Followinq: 1 Mylar, Sewer Record Drawing, Sheets 1- 4 2 Bond Copies, Sewer Record Drawing, Sheets 1- 4 ' Notes: Billy, Please review the accompanying plan sheets for final acceptance. If there is enything you need for final acceptance; please give me a call. At the request of our client, Landmark Development, I would like to request the reduction of ail associated sewer bo ds for this project. If you need any additional information, please feel free to give me a call.. . r , , - c K. Lester, P.E. CC: Buster Heitman, Landmark Oevelapment, 8225 N Divisfon, Spokane, WA 99208 STI file CLC fte ' ~ . :STltisnsmittal-v.1-1 1/99 ~ NQRTHWEST , 3628 E. Ferry ~ . Spokane, WA 99202 (509)534-9711 ~ . Fax (509)534-9755 FAX TRANSMITTAL DATE: .1. . . 7 ~7 /o~„ , . . . . . . _ ~ • _PAGES: INCLUDING COVER SHEET ' TO: FAX: ; ....~y....~_.._._ ..._....~,.~.~3~..,..~•c.~-~A~,%.~ . . . . . _ ~ 4 . . ~1'.~~. . - ~~8.. . . . ~ . ; COMPANY: PHONE: .~_Y.G.....;b ~ ~_r_ { ,?._g.._.~B.Q!~ . _ ; , . fROM: JO6: ; C _ ~ ~_.~.M...ew;_.~?zr~..~.... .__..____.M.......,... ~ ._..T... W..w v.~.._.~._~__ .._.r ..s,.._ _ , _7v - . S c~o S6 . - ~ , PROJECT ORIGtNAI IN MAIL: O` YES ;W NO NOTES: ~ - . . ~ . • ~ rr,~o &,E,1Q 7tA .zw-- Rea s 2.I.€~ sww6~'L . ~ ~ . l~ / cc: S7F-file Confidenfiality Notice - This document(s) accanpanying this fax transmission contain(s) information, which is confidential and privileged. This infortnation is intended to be for tfie indiviitlual or entity set forth above. if you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of this infortnation is prahibited. Thank you. J:lWaxform -v1.04100 7-17-01; 7:57Abt;SpoKene.County Utfl ;509 477 4715 # 1/ iq c-7o- •S aoas67 . ' S P O K A. N E C O U N T Y UTILfIIES DiVZION A DMSION OF 7HE PUBLIC WORKS DEPARTMENT ' N. 8ruce Rawh, P.E., Utilities Director Gary Oberg, Director FACSlMILE COVER SHEET ~ 44w t4 oF ~ ~ DATE: 7 • 17 • d ( To: ~T• 4ft 02 FAx: 5;-~4 •97 ~X L 6 0 OA) C, FRa~n: 51w, e cala:q ~ ~f 5pp '4TT- TOTAL NUMBER OF PAGES (INCLUDING C4VER SHEEI): ~ . . MESSAGE/SPECIAL INSTRUCTIONS: 14(0Ji . 14g2L S TuC: Abs-T- PAVE Tv MW { V'4. SXei4e LAA~~ 3PO STbWJ 1 u . UdC/~-QaLFM A6- tNU! 1STSI I.IJTS D'}' CuAAJWC~,. N44• 2&m,T 15 ay. . NaZ~ ~v aW TRA crof.. -o CUPW\.., . JE-r - ►J07 F Lu s " raM 5Ctac~0tL R6- T V. T"me-6 / C . ~ 1026 W. 8raadway • Spokane, WA 99260-0180 •(509) 477-3604 FAX: (509) 4774715 TDD: (509) 324-3166 7-17-01; 7:57AM;Spokane COUnty Utll ;509 477 4715 # 2/ 14 c 8 b excavating 22708 n hwy 395 colbeR WA 99005 Tei:. Fax. Inspection report • Oate: ProJecl!#: Weather: Operatw: section number: Section Name: 0711012001 tp 45 clear dry chris 1 shelley Ik 3rd Planning At: 7rudc: Flushing date: Preset: Cleaned: Grade: pe 1750-94 d u-307 7 0 Tawn: spokane Map #1: tv'd lgth: 143 FT Street: e shelley Ik In Map #2; MN: 164.918.8 Situation: Street- light traffic Tape 1014 MH: 164.618.7 Reason for inspection: post-pave inspeation Oiameter: 10" Section Type: wastewater Materfal: PVC Length: Protectlon: Grid: 24544 File tl: 1467 • Remark: 1:1000 dist code observation counter photo rate • ~i' • ~ i ~ k . i; i ~ }71.30 T Tee, at 02 o'clock, diameter 4 in 00:03:20 0 ` 72.Q0 DE Debris, clearjing needed 00:03:07 1_2a,.b 3 • ~ 84.60 T Tee, at 10 o'dock, diameter 4 in 00:02:34 0 . ~ ti ; . • ~f~ ~ 143.00 MH Manhole 00:00:00 0 1 'SQ9 r ~ c 8 bfVet3 5 ~ t, i 22708 W A~9Up5 s o ° Gp1be f1. , : . . t 7_ D ti: 7.57 ~ .r►„"' ~ ~ Sed~~' Nam ~ es n~ be{' ~ , s CtlOn ~ma~ seclion 1r~ ~t1 pate: ~ pZ}1 1200~ . g1rBe1: - ~ :r•' _ - 1 ~ ~~~~t~•~'d'.. t st;~~~`.,,, • 1 ~qt~~'~ • N.~r7: ~ i M~ :.,,it`+ : ' ~ ~ • '~~i 4 ~ ti' ,~~~t ~..u~f1 ~ Vt~.•: i " ,;5 ~u t Y _ }'i. i ~~3-~•.7. ~q 1~' • ' I 1 ,r• i~_~ ~ ~ .~.,y" "n) •s ~ ~ a !'i t..'vy ~ ~ v~:., . . • • r ~ .t wY' ~ . ~ ~ ,yr.~ 3, . • ~ : ; ;t; ~ ~ ' r'v~r+,~,} `~a ~„i'?~' "~-~.AS^~ ~t., ~~~•iu iy~~'.~~~,~~~.t.~ -t:_ `t ,:Y+` w ` k~~~ i ir'~• , ~ ."'t` t V.. : . ' L , ~..~~LM~i.~~..A~; ~ t'~y, ~;i, 1 }:a,i'i~,~"~-~' -4~• r r~ ~ ~r. r~,:~i~y~ .~r p3.0 • pe tip14• 4Q: Ph°tO' AZa ning ,eeded ebrls, clea , ~ . fl` e.'j{Y ~ -a , tit ~ • • e \ k t7 .1 ~C~p'Y i f „ , ~ `c'`~ ~ u ' . t: ~a 3 ~ :L~t~• i . . . , • - r. i i;:> ~ ~'}lt >bi:l:~ . " S ~ . F.1 • i. 4T;,~ ir y''~ • t,: , z~r . ti4 ~ .t ~0 14, Qo:o3:4~ _ Phat4- A 2b, Tapneded - pebris. ~lea~in9 7-17-0s; 7:57AM;SpoKane County Utll ;509 477 4715 # a/ 14 c B b excavatJrtg 22708 n ltiwy 395 Co1beR WA 99005 Te1:, Fauc: Inspection report Oate: Project M Weather: Operator: secUon numbet: Section Name: 0711012001 tp 45 clear dry chrls 2 shelley Ik 3rd Planning Trudc: Ftushing date: Preset: Cleaned: Grade: pe 1754-84 d u•307 , a , Town: spokane Map #1: tv'd Igth; 128.2 FT Sueet: Map t12: MM: 164.318.9 Situativn: Street- Iight traffic Tape 1014 . MH: 184.618.7 Reason for inspection: post-pave inspectlon Oiameter. 10" Section Type: wastewater Material: PVC Length: Protedion: Grid: 24544 Flle 1467 Remark: 1:1000 dist code observation counter photo rate ~U ji 0.00 MH cap 00:09:39 0 j'= 0.30 08 Obstruction-large rock 00:49:31 2 2a 2 a 24.90 DE De6ris, cleaning needed 00: 1T:30 2 3a 3 ' 24.90 SA Survey abandoned-can't get by rocks 00:11:36 2_4a 0 ~ . :509 477 4715 5/ ~4 7-57-01, 7:5 •'+P•^,-F>JYa:re t'/ UC~ i c 8 b cxcayaUn9 22708 n hwy 385 . colberl WA 89005 7et . Fax: inspection images ~T, ~ Date: section number Sectian Name: Town: Sireet: 2 shetley Ik ~rd r~pekanR 0T/10I2001 _ I , %j~~yru~• ' "•~~T~~~~~"~t ~ 1 ,i;~~ ~yx:~;. q,'~'4''~_•_li..;., , ~ .:IrHiit~.~°•i~~:i r ~~G~': ~ r ~ • ~ . ~ .a` ~ tiF~:.'• ~'~'t~r ~Q. :ie:.~j , ` 4 ~~A ~ ~'~~~'.i~': , ' #hiiii~~~~ ~i~ ~7 LS=„ . ~ ~elui?Fl~YI' Photo: 2 2a. Tape 1014. 00:09:31 ~ Obstruction-large rock , ~ ~ ; ~i~ • ,j ~ • • ^ " ~ ~ t,~ • ~.~c'~~ ~ Photo: 2 3a, 7ape 1014, 00:1 'f :30 Debris, cleaning needed :5oa 477 4715 » 7-1 7-0 1 ; 7-67AM,.^_-Do r.3r,e c_Jlr^`.'>' c 8 b excavattng ~ 22708 n hwy 395 colbert WA 89005 Tet. , Fax: Inspection imageS section number SeGion Name: Street: Date: Shella4lk 3rd T~n: QTH O/20Q1 2 r - sqokanQ . a ,R r . ~,l3~ ~ ~Q~~~~~+ •t i ' i t.~j ~ i~ - Photo: 2 4a, Tape 1014, 00:11:36 ~ . Survey abandoned--can't get by rocks ~ I~~ 1'.: - ~ ~ . " , ~ ( '~S ~ . ~'S i~: ~ ,:1.'v.:f.F~:11`~. .~~8~~ { ~.'I t ~ ' ~ r4~'~~~~e'r' . y ~ ~ t~ .N~~ 4, ~ ~g.t ~ ~ ~b i ~lf~v ,~~~.i~ ~ ~'i •-~i i.f~_ k..~ .-`'g~1d ~~•u~ i~ I ~7~ i ' a'_.:~' " • ~ .1 :~iN•-. r i~'r';~~, '~i "ll,~~ i~. ~~~~f i^ M:.r.. . . - i.•~i~ ~ f ~ , . • ~ ~r` . . , ~ . _ . , . j.~:~.~r ~ - t a, , • ~ i y :~'~~~'~'i~ ~•~r~~• `~t+F.~ i' 4~rD~ ' , 4' !''!i I 1 L~ ' _ . .14, ,~i,•~:a;.a .~~F%r~• ~ ~ ' ~ . • - Photo: 2_5a, Tape 10149 00:06:22 Debris, cleaning needed 7-:7-01: 7:57AM;Sqokane County Utfi ;509 477 4715 ' • c 6 b excavating , . 22708 n nwy 395 cotbeR WA 99005 Tet , F9z: ~ inspection images Town: Street: Oate: sedion number: Section Name: gpolcane 0711012001 2 9hellev t&W C• j~ a~S ti~:~ ~ ~ _ ~ 4 r d ~ .t . ` ~ . 'jtyi~ IY r ` ji . ''M ~ ~ ,b-y;• ~ ~ ~j. . a~ : ~t~• a ~ t` •j~'~~ ~ ~ . RM, AP ' • .S/~~~^~,.,~, ~n;CJ'~'±~${;J}~,';y~{1~Ji n p ~:lr}3~ n~t ~ . . .:~.,.°~1~~'~ ` d•1~~.3f12Sliy~ ' '!I ~ .J1(3L,}'y f~ ~ ~i~`:7f: fKj~I r~-'k- ' ~ : 'i.- : • y ~i E~~J~,(,Q~~•; e~ = r - ~x, - .1 .i 7: S~. ) .t~~• L~ r .`....:~:.%.a:. , " 4S 4• ~ . ~:y~ ~i'~ ~ -4e: r4' r2 • i.~:.L ~ • . - " : . r- i • ' ' • Photo: 2,5b, Tape 1014, 00:06:22 Debris, cieaning needed 7-17-01: 7:57AMi;Spokane County Utfl ;509 41i v~ c d 4 excavatirsg ' 22708 n Mvy 395 , cMbert WA 99005 Tel, Fax: : Inspection report Date: Pro;ect Weather: Operator: section nuinber: Section P(ama: 07l9412001 tp 45 ctear dnr chris 3 shelteY Ik 3rd Planning Trudc: Flushlng date: Preset Cleaned: Grade: pe 1750-94 d u-301 0 ' Tawn: spokans Map #1: tv'd Igth: 204.1 FT SUeet: e sheltey Ik In Map #2: MH: 164.618.7 SituaGon: Street- Ilght traffic Tape 1014 MH: 164.118.3 Reason far inspectton: post-pave Inspecifon Diameter: 10" _ Section Type: wastewater . Material: PVC Length: Protection: Grid: 24544 ' Fite 1467 Remark: 1:1000 dist code observation counter photo rate ~ 9.70 T Tee. ai 02 o'clock, diameter 4 in 00:10:02 0 48.30 T Tee, at 10 o'clock, d,'ameter 4 in 00:11:32 0 74.60 T Tee, at 42 o'dack, diameter 4 in 00:12:34 0 ! ~ 126.40 T Tee, at 10 o'clock, diameter 4 in 00:14:26 0 ,i . 146.60 T Tee, at 02 o'clock, diameter 4 in 00:15:21 0 199.30 DE Debris, cleanirrg rresded 00:18:50 3 6a 3 c~~~ MM Manhole 00:17:28 0 , 7-17-01; 7:57AM;Spoksne COUnty Util :5U5 - - c 8 b excavatfrZq • 22708 n hwy 395 colbert WA 89005 Tet. , FaY: Inspection images Town: Street: Date: section numbgr, Section Narr►e: sockane e shepev Ik !n Q711012001 3 shellev Ik 3rd , l~:.i~r~' luwggr~2kygti~pKt ~ ;y • . . r.. ;r~ . L , pt ~9 't •413 ~ ` ' . ~i • i ~ t~• . , S.~~'~ ~ l~ dT' 15..t+ ^~t ~...01 - , ~ ~i^', ' ! jn~.. ~ f x ' 4'~~~~~&~~t%~~1~r~t ii ~ ~ w,. r+~~ _ . ~ ' tC~' . Ys'N.- ~~'~~t , -~4 ~ ' ~`~".'~yi g `9•~ ,•~g~' "~~..K~c~'• r 11. ~r p,.'~ b i''ij'- :15.,. . •~+~r' ~~'~_t;~„- .y .~s~4~jg~; .i. ~ ° i:i~`s~W~~~ E ' •~~1 i . T,., - a ' _ ~ ~ . ! . • ~ f Z ~~i y~~j~:~'~H -'•n'If.•~:i;~!e»!'_ i: .-Ce# _.I~y,: •a~'~'~~i i, ~~"i~~~t~'9~'~ 'd 'i'' . t-. 3•. i•.{~'~., . , ~V ~:,Ii~~ t ~~r} ~ • •L~, , • ~~fi~i' ~ ~ p• . . ~~f~~i^•'~ ' t4'~,~~ :Y"~ `i"'~~'~:!'~%i3'".;~; . ~ ,•t~g::i~e i~ s `v.: ; ~ Y~ti~ 1~ ~.ih"~~`,:f ' " • ~ . - . , k • - a , ~Iri~.•.;: - . _ r9Ei! L,.~:}`r''.•+, • . . . •:4:t.S~~i •ti ~ t i f . . . r[ 1.~ ~ ~ ti ~ . e l " ~ V ~~~~~t.Lti^.." • '•,~p ti C 41 +;~3 `~il' • ~ ~~'rV... ~ - ~,"~~~~q~ ~ ~ti+iN iw ' ~ • ~ :4~ . ~ p . 191 104" Qi-. 26 6 .t• 1 4 _ • Photo: 3 6a, Tape 1014, 00:18:54 Debris, cieaning needed 7-17-01: 7:57AM;spok8ne countv uttl ~~~y c 6 b excavating . . , 22708 n hvry 395 co{beA WA 99005 Tel:. Fax . Inspection report Oate: Project Weather. OpBrator: sectton number. Sedion Name: 4711012001 tp 45 cleat dry chris 4 shelley {k 3rd Pianning TruClc: Flushing date: Preset: Cteaned: Grade: . pe 1750-94 d u-307 0 Town: spolcane Map #1: tv'd tgth: 147.8 FT Streel: e sheitey ik In Map #Z: MH: 164.116.3 Situation: Street- Ugtri trafftc 7aAe 1414 MN: 163.718 Reasan for inspeclion: post-pave inspeclion Diameter. 10" Section Type: wastewater Matetial: PVC length: Protectian: Gtid: 24544 , File 1467 Remark: 1:1000 dist code observation counter photo rate 0.60 DE Uebris, cleaning neederl 00:19:49 3 15.00 7 Yee, at 10 o"doc4c, diameter 4 in 00:18:21 0 17.50 T Tee, at 02 o'cloCk, diameter 4 in 00:16:42 0 ~ . 82.40 T Tee, at 02 o'ctock, dlameter 4 in 00:20:58 0 . . . . . . . - - - - - - • - - 7-17-01: 6=i8AA4;SpOk2ne COUnry Util ;509 ~ • , c 8 b excavating 22708 n hwy 395 colbeA WA 990Q5 Tef.. Fax inspection report . Daie: Projad Weather. Operatar: sedion nurnber: S6ction Name: . 0711012001 tp 45 clear dry chris 4 sheUey Ik 3rd Ptanning Trudc: Flushing date: Preset Cleaned: Grade: pe 1780-84 d u-307 p Yown: spokane Map #t: tv'd tg1h: 147.6 FT Streei: e sheltey tk In • Map #2: MH: 164.116.3 Situatfon: Street- iight haftic Tape 1014 MH: 163.718 Reason for lnspection: post-pave inspectian Diameter. 10" Ssctian 7ype: waslewater Material: PVC length: Rrotection: Gtid: 24644 File 1467 Remark; 1:1000 dist code observation counter photo rate 0_60 DE Debrls, cleaning rteeded 00:19:49 3 ,~.;N. . ' 15.00 T Tee, at 10 o'dodc, diameter 4 in 00: i 8:21 0 17.90 T Tee, at 02 o'dock, diameter 4 in 00:18:42 0 Fi ~ . ~ 82.40 7 Tee, at 02 o'clock, diameter 4 in 00:20:58 0 . ~ 4,14{ ~ 94.30 OE Debris, clsanrng needed 00:21:33 4 5a 3 95.80 T Tee, at 10 o"clock, diame/er 4 in 00:21:46 4 ~ d. . 118.40 T Tee, ai 02 o'ciock, dlameter 4 in 00:22:46 0 t 133.10 SA Survey abandoned--biocked @ both ertds by rocks 00:25:24 0 t ✓ ' b OXCavatifig cg A9 g5 g 2'Z7~'~ ^ gQp5 ~ a9es A~ Oy~,~f: ~ Spract~°~ SQ~' ~Y1 pate= ~ . i~a~zao stre8t* ~t t-1• ka~ t s ~rt . 'i'~ ~;r • ' ~ .,~~~¢:S• =~:~i~t~ ~ _ ~r A'••;~„;,i. a t '`sa~-i.~~....; ..,~1 j s,-~ ' : . tt; ~5ti_~ s~~~.E:~~•,'. ' .4''1'-: ~1r ~.y ~~~n. ` z~~" ~t': • .ry •~++~y. ~11,•~.. h?~~:.r,'! . • - ~y--X' Y 1k?'" - 11i~.". t " . ~`t} ~~y i~,,~ k•, 94's 94!1 1 ~ ~ , ' • ~ ' :•aix~z ' ~ • 1 A~•~_ 1014~ pp:21:33 g#- q ~~a,n ng r%geded 7-t7-O1; 6:s8AA1;SPOk6n@ CoUnry Utll , c 6 b excavating 22708 n hwy 345 colbed WA 93005 Td:. Faz: Inspection report Date: Project Weather: Operator. section number: Section Name: 0711012001 tp 45 ctear dry chrts 5 shett@y Ik 3rd Planning Trudc: Ftushing date: Preset: Cteaned: Grade: pe 9750-84 d u-307 p Town: spakane Map #1: tv'd Igth: 142.8 FT ~ Street: e shetley Ik In Map #2: MH: 163.718 Situation: Street• light traffic Tape 1014 MH: 163.317.9 Reason (or inspection: post-pave inspection Oiameter: 10" Section Type: wasteuvater Material: PVC Length: Protection: Grid: 24541 File 1467 Remark: 1:1000 dist code observation counter photo rate 2.40 nE Osbris, clean;ng needed 00:25:44 3 ; ; i--~ t ~ ~ 60.30 T Tee, at 02 o'dodc, diameier 4 In 00:28:03 0 63.10 T Tee, at 10 o'ctock, dfameter 4 In 00:28:23 0 . 65.60 T Tee. at 02 o'dadc, d}ameter 4 In 00:28:47 0 ~ . 129.80 T. Tee, at 02 o'dock, diameter 4 In 00:30:56 0 _ 14? BO MH Manhole :35 0 00:31 1 3;3 . 7_17_01; 8:S8aM;3p0kan0 County utit , . . c & b excavatTng 22708 n hwy 395 coibert WA 93005 Tet , Fax: Inspection report paLe: Project Weather. - Operatar. saction nurnb$r, Sedion Name: 07MW2001 tp 45 clear dry chris 6 shelley !k 3rd Plartning Yruck: Flushing date: Preset: Cleaned: Gratte: pe 1750•84 d u-307 Town: spokane Map #1: tv'd lgth: 195.8 FT Street: e shettey ik In Map #2: MH: 163.3f7.8 Situation: Street- tight trafffc Tape 1014 MH: 162.718.1 Reason for inspection: post-pave inspectton Diarneter: 9a" Sectian Type: wastewater Material: PVC Lengtfi: Protection: Grid: 24541 Flle 1467 Remark: 1:1000 dist code observation counter photo rate 2.00 DE De6ris, cleaning needed 00.32:57 6_70 3 ~ , . ~10.60 T Tee, at TO o"Gock, diameter 4 in 00:32:14 0 ~ 43.20 T Tee, at 42 o"doc.lc, diameter 4 in 0033:28 0 45.30 SA Survey abandoned--stopped by rocks 00:39:02 0 ~U . • ~ ' NORTHWE ST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 5 3 4- 9 7 5 5 T=ansmi ttal Date: July 19, 2401 Phone No. 477-3604 W.O. No.: C-70-S000567 Fax No. 477-4715 To: Spokane County Utilities Department 1026 W. Broadway Spokane, Wa. 99260 Attn: Gene Repp Re: Shelley Lake 3"dAddition Post Pave Re-TV Request Transmittal of the Followinqr: ~ TV Request form Notes: Gene - Please process the attached information, if you have any questions piease feel free to give me a call. Piease give me a cati when you can schedule this work. "4 Bruce A. Howard Vice President :S1lcraasmittaf v.l•tv99 r ` SPOKANE COUNTY UTILITIES DIVISION . WASTEWATER OPERATIONS - INSPECTION REQUEST FORM • . DEPARTMENT- , INSPECTOR FROM: PROJECT NAME: <„A-V~ y{.i, PROJECT REQUEST FOR: 3 PRE-PAVING T.V. INSPECTION 11 GHECK HERE FOR RE-N INSPECTION Optional inspection, unless othenNise requested will include the same as post paving inspection. ~ POST-PAVING T.V. INSPECTION Q CHECK HERE FOR RE-N INSPECTION Required inspection prior to acceptance, includes complete video inspection of all lines for 'cleanliness 'sfub locations +identifying any faults ~ POST-PAVlNG MANHOLE lNSPECTIONS ~ SPECIAL INSTRUCTIONS: (2b~" l~/t...Z~" - CONTRACTOR: BtLLING ADDRESS: pg, A(, th-oc-t- (!f New) L&J.4. 499 ~S FIELD INSPECTOR: UTILITIES RADIO NO.: (include drawing of al/ lines and/or manholes requested) AT THIS TIME ROUTE • i • PLANNING • • DESIGN" PROJECT NAME: ACTIVlTY JOB#: PLANNING # ' ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 114 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE • D ROUTE • UTILITIES D • ASTEWA ' OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: 13 ASAP 13 WHEN POSSIBLE ~ 4THER: ~ADDrI~"I'~'NAL DATE COMPLETED: OPERATOR(S) _ White - Utilities Yellow copy - Construction Revised 311 D/Ot ~ ~ NORT'HUVEST ~`AltfA`~' SOILS, TESTING & NVSPECT101V July 31, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3'd Addition - Construction Summary July 23 - July 27, 2041 C & B Excavating: Contractor Landmark Development: Developer Deax Randy, This letter transmits the general construction activity that occurred on site during the time listed above. - This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed requiring STI Northwest testing and inspection. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a cail. Sincerely, STI Nort6west ~is~, . . Er' ester, P.E. oject Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File • STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711. • Fax (509) 534-9755 A llivicinn nf f f fi Aacnriatac inr. , . c 8 b excavatJng 22708 n hwy 395 coibsrt WA 99005 Tel:, Fax Inspection report Date: ProJect Weather: Operator: section number: Section Name: 0810712001 tp 45 clear dry chris 1 shelley Ik 3rd Planning Tnudc: Flushing date: Preset: Cleaned: Grade: pe 1750-94 d u-307 7 0 Town: spokane Map #1: tv'd igth: 143 FT SVeet: e shelley Ik In Map #2: MH: 164.918.8 Situation: Street- light traffic Tape 1028 MH: 164.618.7 Reason for inspection: cleanltness Diameter: 10" Section Type: wastewater Material: PVC Length: Protecction: Grid: 24544 File 1467 Remaric: 1:325 dist code observation counter photo rate AJOL sa.sla 71.30 T Tee, at 02 o'clock, diameter 4 in 00:03:20 0 72.00 DE Debris, cieaning needed--now ok 00:03:07 1_2a, b 3 84.60 T Tee, at 10 o'Gock, diameter 4 in 00:02:34 0 143.00 MH Manhole 00:00:00 0 1 ,~6/ c 8 b excavating 22706 n hwy 395 ' caiberl WA 99005 Tel., Fax. . Inspection images Town: Street: Date: section number. Secfion Name: snokane 0 shelleu Ik In 08/07/2001 1 shellev Ik 3rd , e ~ l ~ ~ t ~•1 f'`~ n .1 Y A, .t ~ k Qi23 • t~ s. i~r+► ~ ,M. . ~ ~ ~ ~ • .t. ~ ; . • ' ~f~ , ~ - , i'•. G• o Photo: 1_2a, Tape 1028, 00:03:07 Debris, cleaning needed--now ok sp. . ~ . M ! ♦ ly l ~ d Photo: 1_2b, Tape 1028, 00:03:07 Debris, cleaning needed--now ok c 8 b excavating 22708 n hwy 395 colbert WA 89005 Tel:, Fax: Inspection report Date: Project Weather. Operator: section number: Section Name: 08/07/2001 tp 45 clear dry chris 2 shelley Ik 3rd Planning Truck: Ftushing date: Preset: Cleaned: Grade: pe 1750-94 d u-307 0 Town: spokane Map #1: tv'd Igtfi: 128.2 FT Street: Map #2: MH: 164.3/8.9 Situation: Street- light traffic Tape 1028 MH: 164.618.7 Reason for inspection: cleanliness Diameter: 10" Secdon Type: wastewater Material: PVC Length: Protection: Grid: 24544 File 1467 Remark: 1:300 dist code observation counter photo rate 0.00 MH cap 00:09:39 0 0.10 DE Debris, cleanfng needed 00:12:02 2 7a 3 0.30 OB Obstruction-large rock 00:09:31 ' 2 3a 2 24.90 DE Debris, cleaning neederl 00: i 1:30 2 4a 3 24.90 SA Survey abandoned-can't get by rodcs 00:11:36 2_5a ' 0 ) , ` c & b excavating 22708 n hwy 395 colbert WA 59005 Tet: . Fax- Inspection images ' Town: Street: Date: section number: Section Name: ~ snokane 08/0712001 2 sheliev Ik 3rd , Photo: 2_2a, Tape 1028, 00:12:02 Debris, cleaning needed ~4+ ~•3,R,i~~eP M 1MK 'q - ~ ~ obstt-~Acti oti- lat-cie ! Photo: 2_3a, Tape 1028, 00:09:31 Obstruction-large rock , c & b excavating 22708 n hwy 395 colbert WA 89005 Tel:, Fax Inspection images Town: Street: Date: section number: Section Name: spokane , 0810712001 2 , shelley Ik 3rd , d~ . , 4 ~ r f 1 ~ ' ~ I~. Photo: 2_4a, Tape 1028, 00:11:30 Debris, cleaning needed , Surv2y _ n ■ - , AMENW7 _ C . ~ Photo: 2_5a, Tape 1028, 00:11:36 Sunrey abandoned--can't get by rocks c & b excavaUrtg 22708 n Fnvy 395 colbert WA 99005 Tef:, Fax . Inspection images Town: Street: Date: section number: Section Name: ~ sraokane 08107/2001 2 shellev !k 3rd ! rg needed iw- Photo: 2 6a, Tape 1028, 00:14:43 Debris, cleaning needed . , leaning n ~"~~:Y~:~ : 2•9 Q~ 05 . . - ~ - • . i~ . , . ~ ' • , . . _ : Photo: 2 7a, Tape 1028, 00:06:22 Debris, cleaning needed c 8 6 excavating 22708 n hv►y 395 colbert WA 99005 Te1:, Fax: ~ Inspection images ~ Town: Street: Date: section number. Section Name: saokane 08/07/2001 2 shellev Ik 3rd ~ Photo: 2_7b, Tape 1028, 00:06:22 Debris, cleaning needed c & b excavating 22708 n hwy 395 colbert WA 89005 Tel:, Fax: , • Inspectian report Date: Project Weather. Operator: section number: Section Name: 08107/2001 tp 45 clear dry chris 3 shelley Ik 3rd Planning Truclc: Flushing date: Preset: Cieaned: Grade: pe 1750-94 d u-307 0 ' Town: spokane Map #1: , tv'd Igth: 204.1 FT Street: e shelley Ik ln Map #2: MH: 164.6/8.7 Situatlon: Street- light traffic Tape 1028 MH: 1 fi4.1/8.3 Reason for inspection: cleanliness Diameter: 10" Section Type: wastewater Material: PVC Length: Protection: Grid: 24544 File 1467 Remarfc: 1:475 dist code observation counter photo rate .s s. 9.70 T Tee, at 02 o'clock, diameter 4 in 00:10:02 0 48.30 T Tee, at 10 o'clock, diameter 4 in 00:11:32 0 ~ 74.60 T Tee, at 02 o'clock, diameter 4 in 00:12:34 0 ) ( . 126.40 T Tee, at 10 o"dodc, diameter 4 in 00:14:26 0 146.60 T Tee, at 02 o'clock, diameter 4 in 00:15:21 0 199.30 DE De,bris, cleaning needed--now o!c 00:18:50 3 6a 3 204.10 MH Manhole 00:17:28 0 1 c & b excavaUng 22708 n hwy 395 Colbert WA 99005 Te1:, Fan. Inspection images Town: Street: Date: section number Section Name: spakane e sheliev Ik In 0610712001 3 shellev Ik 3rd ' a ok- ~ . n. ~ - ^r"~~~~~' _ . • ' Y. R r ~~~w~ ~~~1 Photo: 3 6a, Tape 1028, 00:18:50 Debris, cleaning needed--now ok c & b excavating 22708 n hwy 395 colbert WA 99005 Tet: , Fax: Inspection report Date: Project Weatfier Operator section number: Section Name: 08107/2001 tp 45 ctear dry chris 4 shelley Ik 3rd Planning Truck: FlushPng date: Preset: Cleaned: Grade: pe 1750-94 d . u-307 , 0 Town: spokane Map #1: tv'd Igth: 147.6 FT Street: e sheliey Ik In Map #2: MH: 164.118.3 Situation: Street- Itght traffic Tape 1028 MH: 163.7I8 Reason for inspection: cleanliness Diameter: 10" Section Typs: wastewater Matenal: PVC Length: Protection: Grid: 24544 Fife 1467 Remark: 1:350 dist code observation counter photo rate 0.60 DE Debrls, cleaning needed--now ok 00:19:49 3 15.00 T Tee, at 10 o'clock, diameter 4 in 00:1821 0 17.90 T Tee, at 02 o'dock, diameter 4 in 00:18:42 0 , 1 ) 82.40 T Tee, at 02 o'clack, diameter 4 in 00:20:58 0 94.30 DE Debris, cleanr"ng needed--now ak 00:29:33 4_5a 3 95.80 T Tee, at 10 o"Gock, diameter 41n 00:21:46 - 0 118.40 T Tee, at 02 o'dock, diameter 4 in 00:22:46 0 133.10 SA Survey abandoned--blocked @ both ends--now ok 00:25:24 0 . J c $ b excavatlRg 22708 n hwy 395 colbert WA 98005 Ter. , Fax: , Inspection images Town: Street: Date: section number: Section Name: spakane a sheltev Ik In 08107/2001 4 shellev Ik 3rd , "op M ` I~. \ ~ 41 ~ f • <I Y y 0 b t- i s cl,~ ~ eed d ~ r w y I. v v . • T~ . , ^r F r : . ao . {1.'. ' 10: 41 a 02'..~00`1 941104111 a, Photo: 4_5a, Tape 1028, 00:21:33 Debris, cieaning needed--now ok c & b excavatJng 22708 n hwy 395 calbeCt WA 99005 Te1:, FeX: Inspection report - Date: Project Weather: Operatar. secfion number. Section Name: 08/07/2001 tp 45 clear dry chrls 5 sheiley Ik 3rd Planning TruC1c: Flushing date: Preset: Cleaned: Grade: pe 1750-94 d u-307 p . Town: spakane Map #1: tv'd Igth: 142.8 FT Street: e shelley Ik In Map #2: MH: 163.7/8 Situatlon: Street• light traffic Tape 1028 MH: 163.3R.9 Reason for inspection: cleanliness Diameter: 10" Section Type: wastewater Material: PVC Length: • Protection: Grid: 24541 File 1467 ' Remaric: - 1:325 dist code observation counter photo rate 63. 82,40 DE Debris, cleaning rreeded--now ok 00.75:44 3 60.30 T Tee, at 02 o'clock, dfameter 4 in 00:28:03 0 63.10 T Tee, at 10 o'clock, diameter 4 in 00:28:23 0 65.60 T Tee, at 02 o"dock, diameter 4 in 00:28:41 0 129.80 T Tes, at 02 o'clodc, diameter 4 in 00:30:56 0 142.80 MH Manhole 00:31:35 0 1 3~f7 c 6 b excavating ~ 22708 n hwy 395 colbert WA 99005 Tel: , Fax: Inspection report • Oate: Project Weather: Operator: section number: Section Name: 08/07/2001 tp 45 . clear dry chris 6 shelley Ik 3rd Planning #t: Truck: Flushing date: Preset: Cleaned: Grade: pe 1750-94 d u-307 p Town: spokane Map #1: tv'd Igth: 195.8 FT Street: e shelley Ik In Map #2: MH: 163.317.9 Situation: Street- light traffic Tape 1028 MH: 162.718.1 Reason for inspection: cleanliness Diameter: 10" Section Type: wastewater Material: PVC Lengtfi: Protection: Grid: 24541 File 1467 Remark: 1:450 dlst code observation counter photo rate BE rl 2.00 DE Debris, cleaning needed--now ok 40:32:51 6 1a 3 10.60 T Tee, at 10 o'clock, diameter 4 in 00:32:14 0 ~ 43.20 T Tee, at 02 o'Gock, diameter 4 in 00:33:28 0 . ' 45.30 SA Survey abandoned-stopped by rocks--now ok 00:39:02 0 , c 8 b excavatTng 22708 n hwy 395 . colbert WA 99005 Tel:, Fax: Inspection images . Town: Street: Date: section number: Section Name: , sQOkane ~ e shelleW Ik In 08/07/2001 6 shellev Ik 3rd ' ~ ' _ ` - '~°+~"F,•:~.!~ ~s,- . ,~•~.IS,y'~"~~ +M~~i~ yr ~~~1`*7,' L ~.~C a `t ~y LV _ `~1~, - . • '31~ • ~ ~ ~ ~ -.a + , ~ A Photo: 6_1 a, Tape 1028, 00:32:51 ~ Debris, cleaning needed--now ok ' . li• A~~ ri ~ y 41 • ? i ,t14J ♦4 1=a 1 ~ 11; 34a~ ~ ~ UI ~ ~ Photo: 6_6a, Tape 1028, 00:36:00 Debris, cleaning needed--now ok Sri NURTHIIVEST . ~AM~ SOILS, TFST/NG & INSPECT/ON August 8, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3~d Addition - Construction Summary July 30 - August 3, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. . This ietter is not intended to replace the construction daily report produced by STI Northwest or its staff, - but it does transmit the general information concerning the construction activity. Any item that may be (isted below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed requiring STI Northwest testing and inspection. No major deficiencies to report at his time. If you have any questions or.comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest 6ect ester, P.E. Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman . CLC File . STI File 2214 East Riverside Avenue • Spokane, WA 99202 ~ Phone (509) 534-9711 • Fax (509) 534-9755 , - A Ilivicinn oP C`.T.f`. A¢cnrinfrc Iar. I N~Eq ~ {VORTHWEST' . SOILS, TESTING & INSPECTION October 19, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stroaks Re: Shelley Lake 3'dAddition - Construction Summary August 6- October 19, 2001 _ C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, , but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use onty. 0 ALL WORK REQUIRING STI INSPECTION IS COMPLETED No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest . Bob Graham Field Supervisor cc: Landmark Development - Buster Heitman . C & B Excavation - Bob Heitman . CLC Fiie STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 1 _ A Divlsion ot CLC Associz►tes Inc. . s~zs E~T ~ T 145 140 ~ 135 Laboratory ID No. 5441.0 Description of Material Sanc1y Gravel 130 Test Method ASTM D1557 Method A 125 ~ TEST RESULTS Maximum Dry Densiry 137.1 PCF 120 Optimum Water Content 6•4 % ~ ~ ~ ATTERBERG LIMITS W 115 0 ~ LL PL PI 0 - 110 M Curves of 100% Saturation - for Specific Gravity Equal to: 2.80 105 2.70 4A 2.60 100 95 90 ~ ~ A 85 ~ 0 5 10 15 20 25 30 35 ~ i WATER CONTENT, 9'b wi MOISTURE-DENSITY RELATIONSHIP Project: Shelly Lake o - ~ Location: NORTHWEST Number: C-70-S000095 ~ 145 140 135 IAI iL\ Laboratory ID No. 5901.0 Description of Material CSTC - Inland Asphatt/Onsite 130 StockQite Test Method ASTM D1557 Method C 125 TEST RESULTS Maximum Dry Qensity 141.0 PCF 120 Optimum Water Content 9•0 ATTERBERG UMITS W 115 ~ LL PL PI 110 Curves of 10096 Saturation for Speafic Graviiy Equal to: 2.80 105 2.70 2.60 100 , 95 M 90 h ~ ~ ~ ~ Ey S 0 5 10 15 20 25 30 35 ~ WATER CONTENT, 96 `MOISTURE-DENSITY RELATIONSHIP Project: Shelly Lake 3rd J ~ Location: Shelly Lake Ln. . JFTJ NORTHWEST Number: c-70-so00567 ~ ~ ~ U.S. SIEVE OPENING [N (NCHES ~ U.S. SIEVE NtJMBERS ~ HYfiROMETER 6 4 3 21.5 1 1/23/8 3 d 6 8 1014t6 20 30 40 50 60 1pp14p2pp 100 - r---------~--.- , ; 95--- --f----- r -----~r-- ------F- --T----- ' i ' 90 --t----- -----i-- -------F- , , . ; g5 ~ p/~ pN - • ~ ~ , ~ ' ~ .~r ~ _ 75 - ' ' ' . , - ; - ; ; . ; ~ ; . 70 - ; - - : . ; 65_._- t; V 60--r ~ ; • ~ ' ' ~ ~ 1 ~ T ~ 1 m 5-j ; . _ Z SO ; ; ~ a: ~ ~ 45 - ' ' ~ ' - ' 1 , W ~ ~ 44 ' . , W a 35--- ' - ' ~ . ~ - c ~ 30-- - ~ - - ' ~ ~ • ~ ~ ` ~ _ , ; , y ~ . ,o --f----- - , . , . ~ 5 ~ ' ' ' " ~ ~ Q ' • ~ - - 100 ` 10 0.1 0.01 0xiol GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CIAY coarse ~ fine ~ ooarse ~ medium I firtis Speamen'Identification + Description of Materiat LL ~ PL I PI ~ Cc ~ Cu ~ 590 1.0 ~ C3TC - Inland Asphaft/Onsite Stockpile ~ 1 11.32 1-49.72 m! L Limit (CSTC) 1.0 ~ . ~ N 10.68 114.75 A ~ U Limit (CSTC) 1.0 ~ • 1 11.59 138.22 1 1 1 1 1 1 Specimen identification ~ .D100 ~ D60 ~ D30 ~ D10 ~ %Gravel ~ °loSand ~ %Siit I %CIay , • l 590 1.0 ~ 19.1 ~ 5.003 ~ 0.816 ~ 0.101 ~ 40.8 ~ 51.0 ~ 8.1 o m I L Limit (CSTC) 1.0 ~ 19.1 ~ 7.032 ~ 1.507 ~ 0A77 ~ 50.0 ~ 49.0 ~ 1.0 I U Limit (CSTC) 1.0 ~ 19.1 ~ 2.86T ~ 0.584 + 0.075 ~ 30.5 ~ 59.5 ~ 10.0 ~ I ~ ~ I I I. I I GRAf N S1ZE DISTRIBUTI4N ~ ~ Project: Sheliy Lake 3rd ~ Location: Sheliy Lake Ln. JWrF NORTHWEST Number: G70-8000567 . U.S. SIEVE OPENING fN iNCHES ~ U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 'f/23t8 3 4 6 610 1416 20 30 40 50 60 100140200 too - - , 96 --T---- , --i----- ---i---- ------F-- --f------ . 80-- ~ 1 75 ' - - , , , 70 ' - - 65 ~ - ~ 80 - ~ m 55 w 50-- - ' i : Z LL W ~ ~ ~ ~ 40 a i ~ 35 ' - ; ~ 7 ~ - 25-- 20_- 15-- •-T---- --T----- i ~ 10-- 5-- a~ 100 - - '10 1 ~ 0.1 4.01 - 0.001 GRA1N SIZE IN MILLIAAETERS . COBBLES GRAVEL ~ SAND SILT OR CLAY ooarse ~ frte ~ coarse + medium ~ Rrte Speamen Identification ~ Descxiption of Material LL , PL ~ P! ~ Cc I Cu ~ 650 1.0 ~ SCP Ctass A- intand AsphaftlPlant 1 12.09 133.27 m L Limit A 1.0 ~ WELL-GRADED GRAVEL with SAND(G1N) ~ 1 11.66 120.53 • u Limit A 1.0 1 11.33 136.87 1 Speamen Identification # D100 ~ D6O ~ D30 ~ D10 ~%Gravel ~ g6Sar:d ~%SiR I %Clay •1 650 1.0 ~ 19.1 ~ 5.272 ~ 1.32 ~ 0.158 ~ 42.6 ~ 50.6 ~ 6.8 o m i L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ~Al U Umit A 1.0 1 19.1 1 3.756 1 0.712 1 0.102 1 33.3 i 59.7 1 7.0 ~ ° GRAiN SIZE DISTRIBUTION %0 ~ ~ Project Shelly Lake 2nd ~ ~ - ~ Location: Shelly Lake Ln. STA 12+25 ~ ~ Tff NORTHWEST Number: c-70-so00567 . LABUR..TORY REPORT PROJECT:_`~ ,►~i NORTHWEST TEST NAME PROJECT NUMBEA: 3628 EAST FERRY ASTM C 136/.4ASHT0 T 27 ~ v~~~~ ~ sPOKANE, vvA 99202 WSDOT 9-03.8~(6~ (509)534-9711 fax (509)534-9755 LACATION , t- ~ 12~ZS SAMPLE LOG DATE ~ PREWS TARE I.D. TARE I.D. WET + TARE DRY + TARE -3 ZPI' 3 DRY + TARE _ TARE WATER DRY SOI! - TARE WASHOUT WT. % DRY SOIL MOISTURE CONTENT TOTAL WEIGHT ACP~Class 3/4'+ .3/4-WET 3/4'-DRY A FACTOR ; • SIEVE WEIGHT RETAINED CUMULATNE %pASgING SPECIFlCATION YVEtGNT 3/4' C19.1 mm) 100% 1/2` <12.7 MM> q8(3 90-100 % 3/8' <9.5 MM> U 1, 7 75-90 % 1/4' (6.35 mm) 55-75 % N0. 10 (2.0 mm) lqt, t10 30-42 X N0. 40 (0.425 mm) Z,2 11-24 % N0. 200 (0.075 mm) Z,-7 3-7 % PAN (4r v PAN & WA$MOUT - ' SAMPLED BY: TESTED BY: CHECKED BY: REVIEWED,BY: OA,STM.EIBIFORMSIACP v. 1.0 5191 , LABORATORY REPORT PROJECT: ~4~ N"NORTHWEST PROJECT NUMBER: c -7o ,~6093s 3628 EAST FER~tY ASPHALT CONTENT ~ sPOKANE, wA 99202 IGIVITION METHOD (509: t-9711 fax (509)534-9755 FIELD REPORT No. Z(,p DATE-412-avL SAMPLE LOG #GSR~1, , TYPE OF ACP M I X T U R E (circle) ~ B D E F G A B D E F G A B D E F G DATE / TIME OF SAMPLING 6~Zc~Jq/ I r,9 4S METHOD / LOCATION ` sp~ 2{ ~ T PLANT NAME / No. 1W.V40 AsP~+a`-r pL ~ . TRUCK No. 4 ?Z FIELD TEMP.(°F) 290` ~ t - AIR TEMP•(°F) 76 ` TOTAL TONS 4sz3 ~ - , MASS OF SAMPLE AND TARE (before test) (g) MASS OF TARE (g) ~ 7$. 9 ' SS OF ASPHALT (g) 7, (40 _ CAL.IBRATION FACTOR % 0, oZ MASS OF SAMPLE AND TARE (after te,st) (g) MASS OF AGGREGATE (g) WEIGHT LOSS (g) r ~ y'$-- PERCENT LOSS (lo) BITUMEN RATIO (p . Z9 - , CALIBRATED ASPHALT CONTENT BITLJMEN SPECIFICATION (°/a) 1-GRAB or COMPOSITE, TRUCK or SPREADER. NOTES: SA.MPLED BY:J~-.L. TESTED BY: (-Jut1n► CHECKED BY: REVIEWED BY: 0:1STI1WAB01LAWFORMS44CTEST01 v.1.0 - 4/00 ~ ' , . ~ r- , . . • ~ ~ , . : • ~ ' ' : ~ • ~ • ~ . . _ • , . ~ ~ 1 7i ' . 6t .v. ~ .w .;I. ' . , 1, • . . • . • ~ ~ • ~ 1 ' _ . , ,Z ~ ~ . , ` ~ • . ' , ~ ; ~ ~ : . • , • , , . . : • - ; : : . ~ jrTI NO~RTHWEST ASPHALT RICE DENSITY TEST ASTM D 2041 / AASHTO T•209 • • K . ~ ~'DATE Cp~a /a ( ~ ~ ~ . PROJECT NAME PROJECT N[JMBER (2--70 '3COU S-& 7 TYPE OF mDcruRE ~ . ~ SIZE OF SAMPLE ~3¢x ; rTtJMBER OF SAMPLES 1 , ' TYPE OF CONTAINER _(circle one TYPE A,B,C:~E, or f) TYPE OF PROCEDURE (circlq. one WEIGH'F IN WATEWEIGHT MAio A MASS OF SAMPLE, g. 1177,7 $ MASS OF CONTAINER, g. 'Z Z 1 Z. C MASS OF COVER, g. D MASS OF CONTAINER + COVER + WATER (FULL), g. E MASS OF CONTAINER + SAMPLE + WATER, g. F VOLUME OF CONTAINER, cm3 / ft. G VOLUME OF SAMPLE, cm3 / ft. / H DENSI'TY OF SAMPLE, an3 / ft.[A/(A+D-E)] 2, y" TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction needed. See ASTM. VOLUME OF CONTAINER = DENSITY IN PCF (ft DENSITY AT cm' x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm3 / ft' NOTES : TESTED BY: C'-JJW CHECKED BY: REVIEWED BY: oAsWoxW ' PROJECT: 5h~x L..~~ PROJECT No.: C--~o s oQ~ ~ REPORT No.: 9F. NORTNweS'T DATE:_4/ TECH: 3628 E. FERRY sFOKANE, wA 99202 CONCRETE SAMPLIIVG AND TEST REPORT ; (509)534-9711 Fax (509)534-9755 , , . ~ FIELD DATA BATCH DATA 'corrcxeTe surrUOM G~~ MIXxo.: DATE OF SAMPLE TRUCK No.: TII1SE OF SA11'n?LE TICICET Na: ~O 8 WF•A ~ 70 ~ F - 3ACKS CEMENT / C.Y. SAMPLE TYPE L' G r~ P TYPE CEMENT STitUCiVAE TYPE ' BATG'H 1't11sE . sAMPLE LocATtort Lff-Er ~~dO ~ Erm eLAcEMErrr TIBIE t*=E54S77-oG ('A'Tck ~3A'Si A) .wMOCT~'.s TOTAL CUBIC YARDS PLACED 1KAX AGGRFGATE SIZE 3AMMIE TAKEN FROM 0 C.Y. of -Z 7. I BATCH WATER (Ihs) _~„(g~j Q• , cut Boz P 5 r,1 t.AlJg wATEic:cEMErrr RATTO ~ • ~ 3 Nota: DESIGN STRENGTH ~ o a d C2-' Z 8 C~l~' ~S • FIELD TESMG DATA . 1'ES'T RESULTS SPECnUD VALUES ~ SLUMP (1/4 in.) [ASTM C 143] ~ l¢ I 1A CONM1'E TEMPERATURE [ASTM CI064] 70, °x- . S'o fo* ° ir AIR COrTENT (0.1%) [ASTM C 231] WATER ADDED (pl) WATER:CEMENT RATIQ . LAB4RATORY TESTIlNG DATA ~ ~ I,AB FiELD DA'I'E TEST AC3E SIZE ARBA TOTAL STRENM 'IECH BREAK . ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) TYPE [-341 A,zG •o/ -a I c~- \ -l d~1l.v ~ ~-23 o~a s.t3.0L 0-7 PL(o 730 jcoo', oa ~ . SAWLED BY-0cij CHECKED BY-OC ~ REVIEWED BY ASTM C31,C39,CS 11,C617,C 1231 !a4 c, _q~ ~c- V m~ C~5 ~o Q ~ S ~ c a~~c9~ ~-o n~s~-"~' O'1STN-.AMFORMSICONCR REPORT V2.0 3/00 - AS ~ ~nn C 3 c~ ' PROJECT: PROJECT No.: REPORT No.: 41 1s~ ffVrjN0RYNM8Y DATE:. TECH: 1-,~H cv 362$ E. FERRY , . SpOK;ANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT ~ (509)534-9711 Fax (509)534-9755 . ~ FIELD DATA BATCH DATA , CONCRE'TB SUPPLIER G/' !vtI 14IIX Na: 32 I 11.2• DA'i'E OF SAMPLE TRUCK Na: ' 4„~ TIME OF &AMPIZ TICKET No.: WEATEIER/I'EW ft ;rd ~ IC - SACKS CEMEIVT / C.Y. sAMEPLE TYPE eo." P TYIPE cENMNr ~ G - ~ - srRUCZVRE TYrE sATcH TM sAMPLi LocATIorr ~;de% Fu. o omrrAccmErrr Tnu , *sme~Mr or_ cazck AnbMTUxEs TOTAL CUBIC YABDS PLACID MAX AGGEtEGATE SIZE SAMPLE TAKEN FROM J m C.Y. of 7 7.1 BATCH WATEB (lba) L. Q , c.n soz P 5 ro~ 5&gA4,ryCa01E- cz wATEI:cKMVqT RATIo Notes: ~ DE3IGN S'TRENGTB ~ o a d ~ Z, e (a L)' )(.,5 , FIELD'TESTIING DATA . , 1'EST RESULTS SPECIFIED VALUES ~ SLiTMP (1/4 in.) [ASTM C 143] ~ l¢ ~IA CONMTE TEMPERATURE [ASTM C1064] 7c TO IFO`~ ~ AIR CONTENT (0.1%) [ASTM C 231] WAT ER ADDED (gal) .AWATER:CEMENT RATIO . LABORATORY TFSTIING DATA LAB FIELD DA'I'E TEST AGE ' SIZE - ARBA . TOTAL STREN(3'IH TECH BREAK IDNo. ID REC'D DATE (Days) (s9. In.) LOAD (Lbs) .(psi) T'YPE G-341 g-.Z-of , -7 ~A3s~ M521 ~ SW7, WC4 kTre,- DA L1 ~ DA ~ ~ ~ o ,S z3 01 c~~ j ~ t3 C;7 1~(0730 o . ~7 . 1 - - SAMPLED BYOj CBECKED BY~ ~ -REVIEWED BY ASTM C31,09,C5 I 1,C617,C1231 :a4~_~5 c__ V m ~&tp .\o e ) S ik" c aep-~ ~ro A%qJ O:1STPJ.AB\FORMSICONCR REPORT V2.0 3/00 ' _ - Ag ~v,n C 3 ~ FIELD g~' • e, . . Po : STI NORTHWEST , C o 1 Li I ~ INSPECTION LOG k~ 3v~~1 W -S o46 ; PROJECT NAN~: S e Y PROJECT NUMBER: C 70 Q 7 , , . !i 9 M i DCL 55 v JMGfI~ !tiS uljr-~w►, ~XIS~1 y G1?k H'(q4 ~40~Ft. ~ .~we , `Z17f&V Z, 13 (7- S,S 5S t%A H I R~k - z~~ N~ a3Aucr-/c.c,r Mc, , l l0 p ~ ~14 ,SEk~ere , 24I~,AJ l~~ 20 !3 ~S rUp ~aGKFcc,:•y j`f ! ~ 0 L 4 llz3/el S r-14 SS tso m H 7- 2 VU rij ,-ic _r~~~, , sT~r~,,~ io~-?o 1-7 7 7 A/ , 2tict 3rd Srottro J !d f 70 /2 t? 1 L i'r$ . Zkct 5r~uo~ 4 1 s ~7 o ~S~D~ ~G ~NIBf p ~f4TioA.2 /o -A70 17f 77 ~ , J Ff~J ~ 5~'/ftonl ~0 1- 7 o , s C~- f~ INSPECTION TYPE: C=CONCRETE D=DENSITY I=INLETJDRYWELL M=MANHOLE P=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE . ~ : , ~ . . STI NORTHWEST INSPECTION LOG . PROJECT NAME: 5/'~-Y G a4 K~' PROJECT NUMBER: C-70 - 5 000 ? '~~~]as, F,,' ~ ' , 1,1~ ~ ~C ~ d DE~f} C►^ $0 ~6~' T , , - : ' (AJ Q Ca~~~c ~coa1 1.1 ? 1t;1 ~ IA ~ Z/z7~ ~ p U.) ~ ,r~I 8/ai 17 Y"1"-c~ r2fyu r,> -A&o L 6*Sk '1--ij I- ll.l L ~c r(J d GaT7'Pt,S ~A,~dl V U,Tits . rY 7rput.I RAc kFrti- DeV51rY 7'ES-7 IINI 41~~0 ~ ~O .444 C~~ri ~'•u z il/ l 0 ~ ( Y! S' (r ~c~~}► "lce- Al.z5ilUl ~ 2 j~-ir.v Z 3 f 06= Se4 k[.L~~ LIG LN ~ICVv Nt~'Ff AT ~1~0 INSPECTION TYPE: C=CONCRETE D=DENSITY I=INLET/DRYWELL M=MANHOLE P=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER VV=WATER PIPE . STI NORTHWEST INSPECTION LOG PROJECT NANE: -~StiHIV ~~-,ICc 3e4 PROJECT NUMBER: C-~ Z~ ~ow56 7 . . , ~ T 4 po~ Ai ~ ~ ~U~ ~ ~ I ~ J ~ , ~a t~ i ~ •0 3- J ~~`~'I J-C+ _ v~ N ~ . , a r J . . ' INSPECTION TYPE: C=CONCRETE D=DENSTTY I=INLET/DRYVVELL M=MiANHOLE P=PRESSURE TEST . SS=SEWER PIPE S=STORM SEWER W=WATER PIPE* ,ifa ~ . N'ORTHWEST ~:•r,..,,,ao+~. - DAILY FIELD REPORT 'roject Name Date: . s~, e a k~. 3 r~ /~-d ~/o 0 'ro1'ec# No. , ~ Report No.: C`7D`SDDO~67 , hrea~ner - AmwaT~ime 'Uparturejime 30°F c o vG. y °l: oo 10 ° ,'lient LocaMepresentabveTp-hone numUer - Genera n r or i e' epresentauvw pnone numoer j~ j ~ A T1✓r. - ~Q N "'1.114v► Suboontractor STI Project Manager/ phone number . ~ vv Ce. 1~-a ~r~, Page No. ~ of 3 Manpower & Equipment Used ~ c~.~' C-~ 370 e.1te 00qLc- CaS"e g5 U D d~v-ze,r~ Vvlvo L3v 6 f j f+~ Gi lif .~~1 2- veela.)( C A~ e r 3 v c. .e ~ Comments: ~ l~ . " c4a vS_~~ t f~-o e k x,~ r 4- SP w e r N-t a i- (H►ak Comdeted APParently (+e _.&Kill per Specificati= Rrobiems I j C.c7r,~ ~ e c-~-~,~ ex~ r~ i l~ e exi s-~, K~ r N! f L 1 T d ~ N t? ~1 . ~f`o 6 e t &lt-v + ~mo, +e. xl&o jA ed a ~ ~9 ~ u, e co"cvek it, Ie-~ 4-v ve~ ~~~,muit.., 11tie# . 2 i w►t Gt r v i 1 9 I'1 19 M 4 wpf E'' x po.iPA O l^ t 4's 'C GlScf. ~ 'C .v~~ . . ~ r ~ 1 r1 e Q.~I S~ ~'ci,¢: ~ x~ ~ ~a ~ i v ~-o f--l~ e eais ~t ,-o,~ ~ Z. 3 5~-- , j ~ o1 WvLAcl f'v v4Ac Q, , S~ f't t~'~ ~ v~.. mf Q!~ ~~e ~ S ~ f~'~{ (4-'-~ e!~ 5,~.- v t'l e" eeS . ~ 044 STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATlVE Thls docxument and referenoed addenda are to be oonsidered pmliminary until reveiwed and signed dMe construcUon engineer andlor STI project manager: / ~ , REVIEWED BY: DATE ST! PROJEC NAGER: DA P . - O:Vorm alstlfletdrep. pm 5 ~ 4ng Defiaency Report No: . f. `9`~`~~, ~~p''► N~RTHV~I'EST ~ 1"•• x1 •.'`f# ~ ~ 4 L~J ~ . sLe- l Ln ke 3v-~ ~ Date Inspectoes Daily Report No.: . l Z /s-/o v - STI Project No. vage No. or . C- 70 -Sooo S6 7 Z- 3 Comments: (Woric Completed ApparWly 4-~ P >4t AJt v1 3~o v~~ q.,o{ ~ t Z. L. ~~l , G 1 D~p ►~U X 3'F f per specfficatim Poaenris ~ane tli#r~utions) a w~ GAl at ~ G~ 6 "~w -~kc'1~1'1 h C~ d.t~i/ N o r~-G~ • ~ C~ st' ~ v t~ ~a ~ ` e b Pjr~ w, e K f gJ, ~t A v1-i ck I 4PL5 o -7-ep, ,oe , a s we-! l a+ e. ~T 01,y r0~ e-41. +0 D.00 3pe r p rmtiM-ai/,r - - - . ~ Tt, L'YO Y Nr gLkD'T" ,Pl 6t h H 1 4 b &A ba G• !L `t' LY I I~+ ~d GAy R ~ W-P ~ k Q " Le v J G, t 4-1-e f„ c o w ct ftd s e t5k~ h ~e .f'e C+jo ~t (I"'Y d.~r,(Av 4v k-e, . ~ / . C>C STI Field Rep STI CE STI PM Contractors Rep ~ SE C UX4~a f ~ ~ ~ / s ~ : • % 2 ~NTj~% R.44 E►W,M. ao"'°u! mnA ►4a~,~n," .!f , ~ r . ~ . ~ f ; S`~ WA$NIN~ ~~;;~;;f,, /j~~/ t ~ j ~AD /DIL71 '°c►~ i%r•., r", l • / ~ F ' 8' ntp ~ ~ ~ l RA~ COIaY1~Ct v'.''x'~. ~ ~ ~ \ 11 l 1 ` i ~ ~ ~ ~ l~ ~ ~ 11~i.• t•„~, R~t_ ` ~ \ ~ ~ ~ , ~ ~1•~ •V.;\ ~ ;tg ,,.ti , `tti~ \ '~i~/'~i''~ . ,l j ! , .Jf l~l. , \ 1 \ , ~ { ~ 'S ~ f( / f l~\ _ ~.4~,~''~r ~~.~,~.~/~.~,..~,.l:~rf/ ~ ~ ~ ~ ~ ~ ~ ~1\ 'y ` ~ 1;,~~ ` f~~ ~ iJ.~,•/~~ys / ~ r j/~/` \ ~ ~ r , ` ~ 51 ~ t i l ~ ,1\ ~ \ : ~e , 7~i~/~'~ ' ~ f r!!~~' ` \ , ~ , i l , ~ ` `o r,;.:•; : . , ~ - ~ . ~ ~ ~..r,,.; f „~~e ~;,r✓r";''~ fr„R'~',,: • / / ; or.(i/ : r.•~ i % f i ~ ~ ~•ti;``` \ \1 ~ l ~p~~ r~~ / „y% i' t,' • i/~ ' /r,/ / ~ ~ ~ ; titi ~ \ a~ `~..~r• t ~ ~,~`t, ~ ~ ,:~!',/I f i. ~ ♦ ` `~"y., ~ { t , ~ °,,,r~ rf / .'J ! M ~ `~l 9~ ~r „✓y,/ f,~`Kb~ ~ G~dt ~ ~ ♦ 1 ~ ~ 77D'~~'✓~Y 5 ~ ~ ti \ ~:.'!~-.~,r~~,''"~✓ ~ r 1 6 4 f I ~ ♦ 12 ' " Y " ! \ ~ ~ „r , ~ / f ~ Ma + ~ ~3 3 7 sm ( 1~ , ~ -••r~~ j LAKE - r ~ , / \ r 1 , ~ O , i ~ ~ ~M71 PLAT 1 ~+WND~ i Y 4y ~Qf, Z ~'V~'~'~'~~ M ' ' ~ ~ ~ ; ~ > \ X ~ j • ~ ~ ~~~.i ~ ~y,'y. ,,,.•-^~'~o ~ 1~ + ....r'`~"""~'.+"r.~'.~ /i r'r r ~ \yJ ♦ ~ / ~ ~ `rl ~7 ,1~ • ~,,•o"• / ./r \ ~ ~ OtAT :'r~ ~"S\ ,ij`--,r•' / ~ ! ~ ~ ~ PLAT' % • L~i ~ ' ~ , . i ' y~..~ ~ y~\ ~ ~ 1~ / irQ►~► ~ ` I~•.,_ ~.,,..-.S"~c'"" j~ ~ ~ • , ~ JRE ~ • ~ ~ ~ ~ 1 ~ t ` ~,J` f \ , r~ ~ ~ ~ 2 i ~ 's 10lr S•~O ~ I OF~ 4 ~•h,,,~ ~ ~ , SHEL . LEY LA RO I ~~ST KE 3 3628 E. FERRY S4ILSt TEsTiNG a mS ~ FIELD REPORT # ADDIr~~H . r ~ SPp~, WA 99202 PECT'rON ~ATE: 549-534.9711 Pqx 509-534_9755 p'AGE 3 pF ~ C.70`s00561 . _ , SITNORTHWEST ~ DAILY FIELD REPORT _ Proiect Information Project Name: Date: Shelley Lake 3rdAddition 1217/00 Project No.; Report No.; C70S000567 2 Weather Arrival Time; Qeparture Time: overcast -30° 0930 1000 Client: Loca1 RepresentaUve ! phone number Landmark Development Buster Heitman General Contractor: Site Representatfve 1 phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 2 Manpower and Equipment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader 5 men Field Observations I anived on site at contractor's request to observe the installation of a 10" PVC sewer line. At the time of my visit, excavation for the line was taking place approximately 250' east of MH 19A. The pipe I observed was supported by 4" of hedding material. The haunches were compacted using a hand tool. The pipe appeared to be fully inserted in the bell end of the previous pipe. The entire excavation from MH 19A was about 16' deep in sandy, gravelly soil with cobbles. A transit was mounted on MH 19A to control the horizontal alignment of the line and a level gun was being used to check the pipe grade. All pipe I observed bore the marking "ASTM D3034-96." The contractor was using native material for bedding after it had passed through a 3/4" screen attached to a grizley. Approximately two feet of bedding had been placed oyer the pipe. A side service was being installed ~6' east of MH 19A. I was told the contractor hoped to install MH 20 today and all services between MH 19A & MH 20 and that would conclude their work for the season. No cornpaction was being done. ~ STI Fie d Represen ive Con ctor's Re resentative THIS DOCUMEtJT AND REFERENCEO ADDENDA ARE TO BE COtJSIDERED P UMI U IL EWED IGNED BY THE STI COtdSTRUCTION ENGiNEER ANDIOR STI R CT R. ~ IL~00 . . Reviewed by Date STI ect nager Date Corresponding Deficiency Report No: ~ N ° o N 00 l a ~ ti t ~ ~r M F~ ~ ~I ~ ~ . , ~ ; , ~ t ~ t, t 1 ~ ~ ~ ~ ' ~ 'a 0~ rvA 1 ~ 1• S 1 ~l ~ ~~~1~\ , ~ ~ • ~ ' • ~ , ' 1`~ ~ i i' `1 W ~ . ~ t` ~ ~ ''~`1~', ~.'Y;. ,,~~.1 fA v ' ~ ~ * 2 _ , `til~ ~:.,t'•':`''ti. ~ \ ~ • ~ ti~ ~ ~ x"N' . ~ . ~ ,,•ti ~ ti ~ , ti~~,~~'~ C/.? ` ~ ` ` ~ - • ~ ~ \Y ti- h•y 1 ♦ , ~ ~ ` ~ ti ~ ~ ti t,,~ L..~ ~ `1 ~ a ~ I~r~r / ~I ~ . iA a ~ ~ , .l . ; . , G~ - ~ ~ - , ~ • . rn 0 ~ m O ~ ' ~ . 0 •J 1 ~ ~ . ,;~-7.--- ~ ~ ~ ~ 1 ~ ~ ' ! J j, . ; ap,,~ J , - J 1 • ~N ! I ! , Z It ~ ' ~ • ~ ' , ~ j~ : f ;,'`r ` ';;i~ ~ ~ ~ ~ , • _ ~ I ~~~t I~ 1 ~ I ~I ~ _ ' # ' / j ~ / ~ N ~ , / f •,l!/• . . ~ , ► , ..;,f~,;- ` • .0000, ' ~ 1 ~ Q /l, lr~J ,~'•%%'~i=' ' ~ r---'"~ ~ i ~ ~l ' ~ ~ ~ r ; r ~ ; < f _ ~j~ ~l~~ r ~ 'i'',• p ~ /fij ^ n ~ ,'r C ; ~ ~ ~ ~1 ~~,,.~•.,!..~r..-~,~'~ : t2c,o/; j, ► ' ; 'J~ ~ ~ ' ~y1 ! ' 0 S 1 r r~~% / UOt X,` - 1 t~ ~ t► ~1 i ~~'f,,~' '1` t l s i'' ~~t , 0! . ~ ~ . ~ • , n t,, ~-.i ~ i i ,;C i.. a, j v! ~ - ^ : ~ j~~,~ ~ ~ 1~ ~3l ~il.~~~~~~t ;~iit~l~ ~ /~'l~~i;'~ SM NORTHWEST ~ DAILY FIELD REPORT , Pro(ect tnfamation Project Name: Date: Shelly Lake 3rd Addi6on 1110/01 Project No.: Report No.: c-70-so00567 3 Weather Mrival Time: Departure Time: Overcast 37 Degrees 10:00 11:30 Client: Local Representative ! phona number Landmark Development Buster Heitman Generd ContWor Srte Reepresentative / phone number C&B Excavation Bob Heitman Subcontractor STI Project Manager 1 phone number Bruce Howard 509-534=9711 Page Nb. of . 1 2 Marpomr and Equipment Used , Kobelco K909LC-II Track Hoe, Hitachi EX370 Track Hoe, Volvo L90B Loader, 4 Personel. Field Observations , Arrived on site upon request of the contractor, so installation of 10" pvc Sanitary sewer could be observed. Prior to my arrival Maahole #20 was placed in the tremch. The man hole appears to meet Spokane County Specs and plan specs. Also prior to my arrival the first length of I O" pvc sewer pipe was placed in the ditch with screened bedding materiat placed on pipe. I observed placing of sewer pipe from about station 12+84 to about station13+23. Bedding material is being placed on the pipe after being scrced. The first lift of backfill is being place on top of the bedding material but not being compacted No compaction is taking place on site at this poart. Backfill m,aterial is being used for an insulation layer. A transit to control the Horizontal alignment.String line and a Ievel tazer was being used to check pipe grade. All pipes had marking of ASTM D3034-96 stamped on them. Two IO"x 4" pvc tee were placed and marked for side sewer services. The 4" pvc outlet on the tees were capped before bedding material had been placed. Between MH 19A to MH 20 I observed all side sewer services have been marked with green marking paint, 6 gauge wire and two 2x4 doug fir nailed together. . . . STI Field Representative Contractor's Rep enta e THIS DOW MENT AND REFERENCED ADOENDA ARE TO BE CONSIDERED PREU tARY VIEWEO D SIG BY THE STI CONSTRUCT60N ENGIVEER ANDIOR STI PR MANAGE J . Reviewed by Date STI Project Manaidr Date Corresponding Deficiency Report No: . ' . ~ r~ ,,,~,~~r~p,.,r~,,u'•~r-'~=._'"~'~. ~ ~ ' ~ G1~1, N.► R' A~ ~ r~,a"''~~ ,N,n 1~ r-- .L:~ L. ~ ^ 5.~.3 ` ~ ~ • ioc►W 0 N a► /1JM~~ ~ ~ '1 ~ • (bllµ^ SE1/ ~ ~ g„ , ,o ~~~~,~,Y ~ ~ t ; ~ ,1 ~ r ; ~ 1sti ' ~ ~ ~ .....v~,.. ti~~: 1D ~ ' ~ ~ 1t~`,~ ~ 1 ~ , ti'1~ ' ~ ` j , t ; 'ti ~ ; r ` ` ~`r' ; t I 1 t4\ .._.-J , ~ , ` •;',ti ~ 1 ,l l~ f / / ~ / / ~ \ { ~ ~1,\ l ~ ~ ~'r 1~ ' ' i y ~ ,1J / J! ll r ~ / ~ , 5 I ~ \ 1 \ • ...s 1 ~••,,1,,`~•.,~ .f ~ , ~f ) ~ ~ ~ "r, 1 ` ~1 / ~ 4 ~ ~ • ( 1I it / / 1 % / ~ ~ , ~e",,.. ~ \ ~ V R , ti ,~P' ~ i n OiAi4 ~ 1A0 1' ~ ~ 1 r ~ t ' V , , ~ ~ ` f ~ 1~9d'~ ~Ct'M~A /r;t1il+j ~ 1 o,. \ ` v~,'r~ "~~``1` ; ` ~J "~_-~'~1' 1 V ~ 11R C I L L0' ~ ~ 'r~ jl r ~ "a. ~ ~ 'r.~.w ~ ~ / ~ ~ i l!, - ~ \ / ~ ~il~ ~ ~ ~ \ ~O`'• ` ! R,\~ .1~./ ~ ~ ~l!lfI ~ ~ t ~ .~,~1,,~~,\`'.'...:,_'.w.r.-..,.._~', ' ~ f % s~~' '~fi. ......y...' " ~ . - . ✓ ;I' ~~1 r~i%~ 1/ f! tvpc . _ ~ ; Z 13 ~ f/ l ; I I . / ,ti •,,,.ti 1 \ `"'"'t .y,/ /~p1 / /,v f! /;f ~ / f~ / , $ ~j ~ - M ~ • . . ~ ~ i P ~ ~ ,`:;/f:/;Y~i;~ry~~ ~ ~J/r ; ~ r w~ h ` • ~ ~i ~ i "~r.i~ /r~:'~ 1, , " . ' ~ ,,r;, j . . / ~ i 4 ~ ~ a ~ , / 5 ~ ? : _x.,~ / J;'~ , r r: ~ ~ i! r r 1'i 3 ~ 1 4 ~ ` Qf j 1 . ,I~ i ~i/ ~ ♦ L ` I ( ♦ \ t pCil "N, ,f,,./ `f~~ 1/ ; ~ . ^ j , ~ •.~y~ Jt µ1D~'~~ ~A M ~ ~ t'..,., \ ` ~ jI J ~ ~ ~ ~ 11 ~ i ~ ~ ~K1E~ ~ ~ r ♦ i I do, ~ ~ ~ r ~ Ir , ~r ~ ~ ~ , r i ~ ,"i„u "``'``t~. 1 +l'• 4-Z~ f , ~ r/7~: f / ; ~ i ~ ~ f ~ c ~RE ' r ~ ~ t' • r I ~ ~ r ~ ~ ' , \ +f I~~~~%; ,~•,f ~ ` ~ . i,,~` : f ~ ~ ~ 1, ' /'j ' , • . ~ . ppITION ~ ~ ~pKE sHE~I„E1f 3~ A dM7a.so0567 `p REppRT # 3 pAT~, ~ ~ NORTav,~ST or~ pAGE 2 ~ , S~.~,S. `~ESTI~3G & ~gpECTI ~ I , Y , ca~oKANE~ ' 9920 9-534-9'155 ~ S" NORTHWEST ~ DAILY FIELD REPORT . . . , . Prossct Infortnation Pmject Name: Date: Shelley Lake 31d Addition 1/11 /01 Praject No.: Report No.: C70S000567 4 Weatfier Arrivai Time: Departure Time: overcast -30 degrees 11:00 12:30 Client: local Representative ! phone number Landmark Development Buster Heitrnan Gerieral Contracta: Site Representathre I phone number C& B Excavation Bob Heitman SubconUactor STI Project Manager ! ptiaie number Bruce Howard 509-534-9711 Page No. af 1 2 Manpowor and Equtpment Used Kobelco K909LC-II track hce, Hitachi EX370 track hce, Volvo L90B Loader 4 personnel Field 4bservations • Arrived on site upon request of the contractor, so placing of main sewer line could be observed. Iff flrior to ary arrival ManHole # 21 was placed in the trench. From about station 13+23 to Manhole # 21 is the section of placing of 10" pvc main sewer line. Manhole # 21 is to plan specs and county specs from visual inspection. All 10" pvc sewe,r pipe has marking of ASTM D3034-96 stamped on them. All side sewer were being staRed after main sewer line was connectod to MH 21. No cotmpaction was being performed on the backfill. All bedding material has been screened prior to placing on the pvc pipe. A transit is being used to control the horizontal alignmeat String line and a level lazer was being used to check pipe grade. All side sewers are being marked with two 2x4 nailed together and painted green. Each foot has been marked on the board and a wire running down it. STI Fie d epresentative Contractor' R pr ' e THIS DOCUMENT IWD REFERENCEO ADDENOA ARE TO 8E CONSiDERED PREIJMWARY REVIEWE D SiGNEO THE STI CONS7RUCTfON ENGINEER M10/OR STI PROJECT AGER. . . /g/a! wi 0, - I / Reviewed by Date ~Ifi Project Date Corresponding Deficiency Report No: ~ SEC. 24, 7.25 N., R.44 E.W.M. SPOKANE COUNTY, ~ WI►SHINGION ~1 r ~ ~ ,E~` nwaiwsuou+a~l~ ~ ~1 I~Y ~AKE \ a ~ u~t~ ti 1 i ~ ~ i i ~ 11001110N ~ ; ~war mnA e'~ 1 , s. ~ . It ~.ou,+ow a ~1 IO~TTSPK OL ` , ~~i~~`~,~,~ Cpl ~TDiA~2027A N.0.Vb f,; / \ . .1 ` ,1'~ 1~ t ~ ~ :r j ~ ' ~ ~ / , ~ ~ '4. .\~'a ' ~ i,` \,1~ ~ mso. I ~ , ~ ~'4J ~ ~ ~ . ,J (?l j r ~ ~ ~ ~ o ~ ~ ~ ~ , l auT y ` ~ ` ~ : R ~,+i~, ~ ~ ,~L \ . ~ ~ ~ ;i , ~ ~ ,f / / / l l l l ~ ' ~tl.`" ` •e ; ~~i / •"~..~•'r//•i 'Z, ~ ~\'```_`r •',r.~~'; ,~i ~%/~f~ //,D • / ' ` 1 ~~\~~,~~.'1~~,~~l~ ~ 3 ` ~ i~/ ~ ~ ~ ~i~ ` ' , . `'~~"~,rY~.i~ / I i / / •'1 .~iT~ I" f~ ~J ~ f J % ( ( .t ~ 1\11 ~ti:tir ` `ti.. _ i '4.-f/ ;Iy / „~f/ / 't~~ ~ ~ \ ~ 1=+'-:-~, I~r~~~~~~ .%~/ri•"% r~~'~ / Xj ~ ~ % f 1 l i / V ` ~ ~ 12 + 13 ~S•/ i ~ ~J ~ ~ ~ 1 g 4 1-X~ti - E: ~ ~ a~ • 7 8 Q ! 3 ; 1 _ ~ i ~ ~ , . ~ ,k ~ SHELIE`r ~ ,__..t i . ; ;x; ' ' ) / ~ ~ • M O ~ J f ~ ~ ~ f v e~ '~1 - ~ Z, ~ ~ ~ ~ • ' 1 / ~ ~ 's~,wa~a r;~a~7'r ~ , i ~ ~ ' \ 1 ~ _ 1 ° • r ...1 ~ ✓ ~ ; ~ ~ ~ ~ ~ ~ , ~ /VO uM'► 1~ s177f~' ~~~j' ~ ~ , ` ,i O ! D i '~;1: ~ ' ~ ~ %~,~f'~ ~ ~ , ` ~ ' ' 1 ~ t i 1 'C 1 1 j ~ ; y; ~ ~ 1 , ~ ~ ; . , o 1 ; 1 ~ ~ i% ~ .r' ~ F "URE ~ .•r,•~ ~ / • 1! i ' ~ ~ 'rr , , ` , ; ~ 4`OF 4 ~ , Y ~ • , , /r J~ 1 ~ ~ ' , ~ ~ % . ~ ~ ~ ' ' ~ . SHELLEY LAKE 3RD ADDiT10N STI ST 'FIELD REPORT # ~ NORTHWE . E: 1 i~~~4 1 so~.s. TESTING 8~ INSPECTION DAT , PAGE Z OF,, C-70-S00567 3629 E. FERRY SPOKANE, WA 99202 549-534-9711 FAX 509-5349755 . , z . &N77NORTHWEST ~ . I)AILY FIELD REPORT Rnoiecc lrrfonatian . Projec# Name: Date: SHELLEY LAKE 1123101 Project No.: RepoR No.: C70S000567 5 Weather Arrival Tirne: Departure Tme: Clear-32 degrees 12:00 13:30 Ciient: Local Representative I phane number Landmark Development _ Buster He'rtman General Contractor. Site RepesentaWe ! phm number C& B Excavation Bob Heibman Subcorrtractor STI ProJect Manager 1 phone number Bruoe Howard 509-534-9711 Page No. ot . 1 2 Manpower and Equomment Used Kobelco K909LC-II track hce, Hitachi EX370 track hce, Votvo L90B Loader 4 personnel Fieid Obsenratians Arrived on site upoa request of the contractor, so placing of main sewer line could be observed, Sewer _ main from Manhole 21 to Manhole 22 has been completed to tbis poiat. All side sewers have been placed in this area as well. I observed sewer pvc 10" being place &om about station15+70 to about 16+1 S. All bedding material has been screeaed before placing on the pvc pipe.Pipe bedding is being haunched on both sides of the pipe, prior to cover placement. Bedding is observed to exceed the thickness requirmeiat of Spokane County Standard U-19. No compaction has taken placa to this point on tha job site. A lazer levsl is being used to control slope. Traasit is being used to control horizontal depth. All material meets plan specs, All manholes meet spokane county spec on sheet U-2. r ' , . . . STI Field Representative Contractor's Representative THIS DOCUMENT D REFERENCED ADDENQA ARE TO BE CONSDERED PRELIM Y T0. EUIEWED D S ED BY THE STI CONSTRUCTION ENGWEER ANDIOR S'f'I PR ~.I~ANA~ ' CO 2 ( r Reviewed by Date STI Project ger - Date Corresponding Deficiency Report No: SEC, 24, T.25 N., R.44 E.M.M. SPQKRNE COUNTY, WASHINGTON ;r ~1 , iouna J 8 ~ ~Y~IKE w~aiwt[ 1~ 1[M ~ WV~{Yf~ ~ 1►, 4 ~'~1~` ~ 1. 'Zt7t~2" Y ~S~ "v: ri a+~me~u7t ~ +~oo►~c x~ ruooo ~ , ~ ; ! ,1 4 ~ ~ r , too ~°n"r.o~"iu.~t `~i jtil; •~o ~ ruai urr Ar ucrana oana~ 2o7.0 Kava ~ ~ f ; f ~ , i ~ ' 1 ` ~ 1 ' ~ ~ ~ 4 i' ~ ~ ~ 1~ ~ ~ ~ti ~ ~ ~ ~ ~ r ~~~~li\~~• \ /!//.,r,f 1 • 1~~~ ~ , 1 ` ~ ~ ~ y l ~.~,~,,1'~:, . ~ /j~iir' ~ ~ ~ / ~ ~ ~'t ~ l ~ ~~,1~i~~~1`\~~ 1` / % ~f~// ~ ~ I /J ~ ~ t ~~ti. ~ ~1 l t~~~''`' \~~~'1 , i , t. ` ~~\~1~1t ~ 1\\\~•. o~~~~',f~r ~ ~ • ~ ~ ~ ~ ~ ~ f/ / ~ ~ ~ . 1 ~ ! ~1.`~v,~ ~ 1~ :%~tf~\11~1r' ♦ PIAT l ~ ~ . , ~ ~ r BOIINDARY h/ a %y'~` ` ~ t}`~~:\`:\~ ~ t % ; 'I I l!, , ti ~ e ' 1 ti, i r , , , / ~ . ~ • 1 ~ , : ~ ~ 1 t ~e • : ~ ;:Y , i ~ys• ~ l/ ` ~=.,y\~~ ~ 1 , ~•l• ,•Y,. •'.1/s~~~ / / ~ . ~ ~ ~ jO~-•r'r7~'~,. a,(•'~i x ~ ~ ~ ' ~ ~ ..~~~o~ ~ ti . 1~~,%~,~.~-~,'''" w/ ,r n / Y j lj ~ ~ ~ \ ~-`.r_' 1' %%i-' % , ~ ~ ~•p~r: 12 •~!.•~~.rkk..~ ~,~~~f~~ .~f / ~ ~ 3 5 'f- e, : r , _ . ti I!l~rt` 7 6 ~ E~ 3 Pt :._i-Jr' ~ 1 ~ ~ i 1 ~ ~ 1 ~ , tlW74V~ • ~ ' - ~ + ~ ; ~ ~N" $~Fy{p~JEY ,,iJ i ~ ,1,~ ' ~ ~ ~ i 'I y~.. SlMfD+l1G[~;6.100i~ ~ / i ~ I.`M^^G r / ~t w p e ~~j i 1~, ~ M/YI AI~ - - ...1 ~ .6 ' •'r~~j~ ! , / / / ~ \J~ / ,,,~i ~ ~ ~ 'MI ~J 1 , ~1-~ ~t►~ /t I l 1 ~ ~ ~W~ ~,,•~•'y~`.~ r / PLAI' /l:!/~' •~';i' ~~6► 1, ~ ~ ~ \ ~pyjp ♦ '~d / ~ f ` 1 ; "C t t ~ j ~ i j ~ ~ ~ / ~I S' ~ f ' •1 1 ~ 1 - ~ / ~ I 1~'••~ 4 ~r;j ~RE P I~in -J ~ \ ~ ` O ~ ( ~ , '~1 , ~ ';r % i , I' ! ~ i ~ :1' . ~ i . . ; , t ~r , ~ ~ j X. 4NOF 4 , t~ ~ t, ~--s~w SHELLEY LAKE 3RD ADDITION kM NORTHWEST FIELD REPORT # .4r- . SOII.S, TESTiNG & AtSPECTZON DATE: fl Zlla ~ . 3628 E. FERRY ~ PAGE 3. QF IL,, ' SPOKANE, WA 99202 C-70-S00567 509-534-9711 FAX 509-534-9755 . . NORTHWEST ~ DAILY FIELD REPORT ProW Infarmatian Project Name: Date: SH ELLEY LAKE 1123101 ProJect No.: Report No.: C70S000567 6 Weather Mdva! Tlme: Departure Time: ' Clear-32 degrees 9,30 11:30 GieM: l.ocal Representative / phone number Landmark Development Buster Heitman Goneral Contractor; Site Representative 1 phone number C& B Excavation Bob Heftman Subconbactor STI Projecl Manager / phom number Bruce Howard 509-534-9711 Page No, af . 1 2 Manpower end Eqtdpment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Votvo L90B Loader 4 personnel . ~ Field Obsenratlons Arrived on site upon request of the contractor, so placing of main sewer line could be observed,,from Manhole 22 to Manhole 23. All side sewers will be placed at a later date. 10" pvc pipe is being placed in the trench. All bedding material has beea screened before placing under and over the pvc pipe.Pipe bedding is being haunched on both sides of the pipe, prior to cover placement. Bedding is observed to exc,eed the thickness requirement of Spokane County Staadards U-19. No compaction has taken place to t6is pourt oa the job site. A lazer level is being used to control slope. Transit is being used to control horizontal depth. All material meets plan specs, All manholes meet spokane county spec on sheet U-2. ~ . STI Field Representative Contractor's Represente4tive THIS OOCUMENT AND REFERENCfD ADDENOA ARE TO BE OONSIDERED P NTL V~E 0 AND NED BY THE STI CONSTRIlCTION EN(31NEER ANDIOR ST7PRC o~s- - . Reviewed by Date STI Project Ma ger Date , Comesponding Deficiency Report No: 'b ~ 0 00 M ~ I'+ ` ~ r ~ ~ ~ ( ` t t'` ,~,gi t ~ ~jp ~ `'a'.C ~ , ~j1,;1;~, , i,~~ , ~ ~p :"C' ~ l , \ ~ K ~ ' 1 ~ ~ ~ ~ ~y ~ t t ~ l . N • , to ` ~ L 1 ti ,i'~~~~ 1 , ;~l'~~''' • , ~ t • , y~ ~C ~ t t ~ ' , Ut 1 s , ~'~".ti'~`~~~t t~"~ ~1.► 2'S ~ . t,~i~ ~ ~ , r ~ , , • j `4, ,t~: ~ • • i ~ l ``.1~ ~ , ~ ,~,',1~~ ~ ~ ~~ti~~~~\ ~ ~ ~Q ~ . i t~ ~ . ~ , ~ ~ •0 ♦ ~ • ` ` \ ``1 ' ~t~{1► ~~'oti p ' i ~ ~ gg ~ . ►'C! 't ~ ~ , ~ ` ~ • ~'~~`0;~`~ ~I'~i` ~R ~ ~ \ ~~1~ <ti t ~ ~ `~ti~, ~ . ~ ~ ti ~ . ~ 1►~j y ~ \ ib~.~~ ~ , , • .1 ~ ~ • tt . h~ ~ t ~ t~ . 4 i ~ • - : Q 1 ~ ~ ~ ~ . '.'~ti ~ 1 - . ti`;,, ~ • ,'t`1 1 ~ 1 \ ~ ~ - ♦ ; ,b / 1 ~ Ol ~ ti ~ ( 111r ~ 1'n ' \ f W ~ ~ CJ►~ ov ~ m E5 ~ ~ f / • 3 ~ j P : ,--.,'~+~n' m f L, i i . : f` ~ •ti ~ ! / % ~ O ~ ~ ~ i ~ ( ~ ~ ~ ' . , i~ cod ~fC,~' ~ ` I ~ 4w ~ . O l _ + : ~ ~ / ~ fte ' ~i . ~ i4 .r''' / ! f / ` ;%/`,°J% : / Z ~ `\1 ~ a' % ' 'S.1► i' f ~ ~ ' ` ~ • ~ ~ ~ # ~ ~ ~ ` ~ ~ f /f ° " Im • ~ ~ ~ , ' ~ / J OU•!, •'-!~,,,,.,,r~' „r~• ~ ♦ 1 / ~ ,~~a / ~ / /i~/' ~ ~f, f ~ / !/~r~': < ~ s ~ ~ ~ r - fr ' ~ r L ~ JI % ~ J , / , ' ~N'~ • ~ ~ rr ~ ~ r,~ ! • =0 - 1.:~~i ; ~'"'"~''""ti•. ~ , ~ ~ ~ ' _ ol f' - ~ ` f • .~~~'1' ~ i ti,~ j i b -i'_:~' : ~!r~'. r ~ ~ ~ . -"%~%'.~..,1 ~,i~;:.; .r- ~ - 1 i~ ti~ 1~~ } 1~~~`~ir i~ i%; ~ s.1~► _.i~~ ~~t • ~If/"" l'!" NORTHWEST ~ DAILY FIELD REPORT Proiect Infortnation , Project Name: Date: SH ELLEY LAKE 1/31 /01 Pralect No.: . RepoR No.: C70S400567 7 Weather Artival Time: Departure Time: Clear-37 degrees 9:00 13:00 Gient: LoW Representative I phone number Landmark Development Buster Heitman General Contractor. Site Representative / phone number C& B Excavation Bob Heitman Subcorrtradar STi Proied Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 ~ Manpower and Eguipment Used Kohelco K909LC-II track hce, Hitaclu EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Fl@Id Ob38NaHOn8 ' Arrived on site upon request of the contractor, so density testing could be performed on the first lift of _backfill. Area being tested is from station 10+70 - 12+71.The second and third lifts were placed in this - section only today. DSnsity was performed using nuclear gauge method ASTM D-2922 standard for , testing soil. Test result are attached to this report. All side sewers are installed. All side sewers are marked as to plan general notes on sheet 1 of 4. All tees are at a 45degree angle leaving the main 10" pvc sewer pipe. Air pressure test was performed frbm MH 20 to MH 21, test passed. ~ . ~ STI Field Representative Contractor's Representative THIS OOCUMENT AND REFERENCEO ADDENDA ARE TO BE CONSiDERED PitEl1MWARY U V~ D AN KiNEO BY THF STI CONSTRUCTION EN(i1JEER ANQIOR STI PR ~ v _ l~--c~ C o r 1 , Reviewed by Date STI Project Ma ager Date Carresponding Deficiency Report No: ' 3628 East Ferry . Spokane, WA 99202 . JV7'/ NoRTHwesT (509) 534-9711 , Faz (509) 534-9755 RE` ZT OF FIELD COMPACTION TESTS Date: 0 I-31-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 7 Page of Density Std: 2258 Moisture Std: 671 Technician: Frank Willingham - Date Location n"th sotow wa Moisture % nry nemtri Matca;et P«ccnc Pass o: Reoea ocnt Teg SO. Elevatioa Demsity Type Compacxion Fail No. No. First Llft Statioa (PcF) 10+70-17+77 1 01-31-01 1 11+40 ~ -13' ~ 140.6 2.9 136.7 1. 97 P - 2 01-31-01 12+10 ~ -13' 139.6 3.3 135.2 ~ 1 95 P . 3 01-31-01 12+90 -18' 150.1 6.0 141.6 1 100 P 4 01-31-01 13+60 -18' 146.2 5.9 138.1 1 98 P _ 5. 01-31-01 14+10 -18' 137.6 6.1 130.0 1 92 P 01-31-01 14+80 -18' 134.3 3.3 130.1 ~ 1 92 P 7 01-31-01 15+50 -18' ~ 137.9 ~ 2.8 134.1 ~ 1 95 P 8 01-31-01 ~ 16+20 ~ -18' ~ 134.7 , 2.9 ~ 130.9 ~ 1 93 P ~ 9 01-31-01 16+80 -18' 138.8 3.1 134.6 1 95 P , 10 01-31-01 17+50 -18' , 138.4 3.4 133.9 1 ~ 95 P X Nuciear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proa~ # Lab smpio ~ nesaiption niax opt. cort. max density Moisture deosity 1 544 Sandy Gravel 141.0 7.0 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: . ~ David C. Lehn Laboratory Supervisor J- . ~ ~ ~ . R,44 E•~W t~,w~ ~ 1;!,1t SE.C P. 2~ S,~.ZyS ,H~"' wArH1N ~ ,,oayrt ,r~ t Pi ..i • ~,4,1; , W`+N; , 5~+~`^" r : O ' ` ; \ ` ~ i ~ tit \ ~ 5 ~ ~y`,'~ ~ '6, ~ °'~i%.~~~~~ 1 S ~g~ 1 ~ ~ ~ ~ , ti ti~1 ~ ~ ~ ~ :r•.~. ji/ s r'/ : r ~ , ~w-.. ~ l~. , . , * ~ ~ ~f/ , Jr ~ / ~~n / ~ , .,~o ~ • L. ~ ~ R IA~~., w~e i! I ~ j j V ~ \ 1~~~``"~-., !r ~ ~ / ►DOr"" AQN~~ e f!i + I I I ~ti~ ~Y{ ~ : ~....rr/~j ~ ' A ~!%c ;!f i~ i ~ / ~ / ~ ' ~ , w ' \ `''~~.J)J / ~ ~f %/lt.t~ r , ~ ti ` l! ~ ~ %~~~f~ii' i vr f 1 y~ F~"`~,. J~~-...~ `~t.~ ~ ' 7!~' f~ , ~ i ~ ~ ' . 1` 1; ~ °K~ ~se" ~--•-ii-~%~~ r%/~~~ '!f , l,1 '1 f ! ' - ~`1. ~^.--.V-._. ~'!;1'', 12 13 T ' ~ ,~jf , ~~r ~ ~ M ~ 1+ ~ • ~ \ ~ j i ~ ; .,~t ~ 5 ~,%'j ~ ~ . ~ ~ r 3 ti ~ ` /,,i~i j~'f ~`i f!i ~ / 1 ~ J i • ~ ~ u i Z•\, • ~/f ' •r,•,~~~ f / / ' 6 . ~~y~ ( 1 • ~ {JM" ~ 1 • ~ ! n~'r / ' , ~ ~ • ~ ~ ~"..a~ ~ M , ~ - l / • ; ,~r , s J, S7w~ ! J' i ~ ' ~ ~ ~ J8/ ~ ♦ " ~ OC •J ~ //i ~ 1 ~ ~ ~ 1 ! 14~~ ~ , • r~ ~ / , f ~ `;c,, 4`~0~ ~ ~u i ~ r . r / ` f ~f j,~, ~r,. ^ , ` O / _ ~J/ ~ ~ , . ~ . p~~I-ria ~ . L~~ ~K S~ # 7 °'S°0567 FlSILID ~EpoRT ~ . ST pATE; ,13r /o r , ~~OR~~ o~ ~E 3 OF SOII' PA ~S~G ~ ~ ~ • Y 3629 A 99202 ~ sP . 7 ,x 509•534-9-15$ NORTHWEST ~ DAILY FIELD REPORT . , Pr*ct Informali~on Project Name: Date: SHELLEY LAKE 211101 Rrotect No.: Report No.: . C70S000567 8 Weather Mival Time: DeWure Time: Overcast-37 degrees 9:30 12:45 CIieM: Locat R+epresentative 1 phone numbef Landmark Development Buster Heitman General Contractor. Site RepmseMative I phone number C& B Excavation Bob Heitman Subcartbractor STI ProJect Manager / phone number Bruce Howard 509-534-9711 Page No. . of 1 3 Manpower end Equ[pment Used ~ Kobelco K909LC-II ttack hce, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel FWd Obwrvations . Arrived on site upon request of the contractor, so density testing could be performed on the second and third lift of backfilL Area bein$ tested is from station 10+70 - 12+71.The second and third lifts were placed in this section only today. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this re.port. All side sewers are installed and appear to meet plan specs. . f STI Field Representative Contractor's Representative THIS DOCUMENT AND REfERENCED ADQENDA AFtE TO 8f OONS4DERE0 PREI.MNARY U IEWED SKiNE Y THE STICONSTRUCTION ENGINEER ANOIOR STI PROJECT AGER C 0 Z`~.~ O/ ~/G! 6~ / . Reviewed by Date STI Project Mana r Date CoResponding Deficiency Report No: 0' 3628 East Ferry - Spokane, WA 99202 JV!r1 NQRTHWEST (509) 534-9711 Fax (509) 534-9755 RT ')RT OF FIELD COMPACTION TESTS Date: 02-01-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 8 Page of Density Std: 2258 Moisture Std: 671 Technician: Frank Willingham DBte I.OCat10II Depth Halow Wd Moiature % Dry Densiry Matexial Percant Pass or Retesi of DT TeSt SG. Etevatiott Deaaty Type Compedion Feil No. No. Second Lift Station (pcF) 10+70-12+71 . 1 02-01-01 11+25 '-~-10' 145.8 6.1 137.4 1 97 , P 2 02-01-01 12+50 -10' 139.9 4.1 134.5 - 1 95 P~ Third Lift Station 10+70-12+71 3 02-01-01 10+35 -6' 144.9 ~ 5.4 137.5 1 97 ~ P -02-01-01 11+35 -6' 143.6 4.8 137.0 ~ 1 97 P 5 102-01-01 12+35 -6' 140.0 , 4.8 133.6 1 94 , P . X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Leb Sample If Descdption mmc opt coir. Max density Moisture densiry 1 544 Sandy-Gravel , 141.0 7.0 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. . NOTES: . - cc: O.J c David C. Lehn ' Laboratory Supervisor ~ 1 ' ~+A~' ~ ~..k . ~ ~ "f.25 N.► R''~ ~NCfON , `~'1~~mt\.~ C. 1►SN ~ t\ ~ °F n,w~ ~r ~ t{ . a1~ ,ilacAtw,,, ~,ouA t , ~ '~'~ILQY~' ~ `~1 1•~'ai~~„ ~ ~1i~ ~15 1 ~ A~ ~~,r. ~~`~q IT ti 1~~ ~Q „r'-• ~ f ~ '~,•'~~~i ~t~ ; ~ ~ ` { % ~ \ ~ 1 ` `1 •,1 ~ ~ X~~,,, \'~~~o \ 20" ~.v,, X tf~ Jj / ~ , 5 ~ ~ ~ , ~ ~ ,1, ~ ~ ~ ~ •i t ~ ~ ,1, ~ / ~ / ~ ~ 1 : % I ~ , ~ ~ ~ ' `•'~o._ ` ~ ~,,,1,~•"~. ~ 4~`'~•~ ' ` ~ ~ ~ J •'"e~ , ,r.. ° ~ ' r~ ,.~1. ~ ~ `A., . ' R ~ ~ ur ,Aj1t%w ~ 1, j f f 1 I f '~'-'`~y ` .:',-y`'`..~`~ ~ ~ • ~ l~_.~' i±/%/'✓ -AJ ~ .u ~ ~ , , ~ ti `a... ----ti. : -ti - . ~ ~r.: ~ /a, 7'~S► ~t~~~ , 14 ~ ~ `'ti, -•F,~=.~~,' l ~..Jr-.~~ ~ / ~ f+ 1 ~ } r 1 ' •.....,~`,,~+e,'`~~-• , ~^w..~`„""''~~~'Q!3`~..""' ~ j q6~/: ~~~~r' ! i y'• ~ ~""".-ij'~~ ~i. f ~ ' , , ~ . , ~ ~ ~ ~r , PL-kt~ , r, / ~1; ( ; , j ~ -r ._..._,~✓':%''`••,~ti, jJ, g)J I ~~7r j1If ` r 1 /~I ;,f '~S~ ;N~ ~ , ~ /~lrl ~'f V 'y 1`'~~ ~f ~ 0•~~'l' f~'"~ ~ti4„" ~/~"~.1 66 1 ~ " s ~ \ , ~ g % ~.s: 3~ % ' , ' 1.! ~ 1 c ~ 3 ~ , «p q V • i ~1 \ ' ~ ~ ~,~%Y/',•~!,C~%~ i / t~ / , T"~ , 2~•. ~ 1\ ♦ • i ~ J ' i~/, f~J ~ ~ I' •ti ~1 ~ ! ~ ~E ~ A~, %i ~y ~ ~r! r/,•~/ ~ ' r ~ lr l ~ ~ t ~ a ~ '1 ~ , t~~. 1 / /`,~-Y' j + ' ~ , ~ 1 ~~,~f/, ~r+' fE ~ ~ ~ w r \ j I ~ ♦ `.,~"'I ~ f~A 1,` 1~//'~ . j!;/,f'~ c?~',~~/ • , ` `~..J l ''~l . 1 ~w 1 ' i r' f ~ v ~ ~ ~ ' / ~ , J pV,~ % r ► ( ~y~ f,' ' y'• i`' ! ~ s''` j O 1 I ' ~ .00, uRE v, f ~ + ~ ~ i~~•.%, j ~ . . r• , 2A ,i tA 11i ' ~C~t ~`,I • / ~ ' . ~ ApID111pH oa567 c"-T°.s FIEI.D R EpoRT # . ST ppTE: z 111° f N~R~TE pF 3 G & ~sYe+~~°N , ppGE 3 gpI,S,'IE S~~" - Y ,1 ~ 3628 6. FE~ A 99202 , . SPO;'1 1 FAy, 509-534-9755 - NORTHWEST ~ DAILY FIELD REPORT ProW Infortnation ProJect Name: Date: SHELLEY LAKE 2/2/01 Project No.: RepoR No.: C70S000567 9 Weatfier Arrival Ttme: Departure Time: Overcast-37 degrees 10:00 12:00 c[ient. locaf Repre.4entathre I phm number Landmark Development Buster Heitman General Contractor: Site Representative I phone number C& B Excavation Bob Heitman Suboontractor STI Project Manager / phom number Bruce Howard 509-534-9711 Paqe No. a# 1 3 Manpower and EqufpmeM lJsed Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loade,r, single drum vibratory compactor(3ton) 5 personnel Fisld ObservaUons . Arrived on site upon request of the contractor, so density testing could be gerformed on the second lift : of backfill. Area beiag tested is from station 14+18 - 15+70.The second lift was placed in this section only, today. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. All air pressure test have been completed on this date as well. AU air test passed. , . , ~ S I ield RepresenYative Contractor's Repr tive THIS OOCUMENT AND REFERENCED AQDENDA ARf TO BE CONS4DERE0 PRELiMlrURY ~ R fEWED D SI(i D BY THE STT CONSTRUCTION ENGNEER ANDIOR STI PROJEC G . c ~ Reviewed by Date STI Project Manager Date , Carresponding Deficiency Report No: 3628 East Ferry ~ Spokane, WA 99202 JWT-ff NQRTHWE$T (509) 534-9711 Fax (509) 534-9755 R'''"ORT OF FIELD COMPACTION TESTS ' Dace: 02-02-01 Project C-70-S000567 Client: Landmark Development Project Descriptioa: Construction Testing Services Buster Heitman Shelley Lake 3`d Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 9 Page 2 of 3 Density Std: 2234 Moisture Std: 675 Technician: Frank Willingham Date L.OC8t10A , DeQth Below Wet Moistuo % Dry Density Metuial Pereant Pass or Retest of DT Test . SCi• E1evati~on Dcnsiry Type Compaction Feil No. No. Second L,lft Station (KF) 1 02-01-01 14+25 -13' 143.0 6.1 137.4 ~ 1 95 P . 2 02-01-01 14+75 -13' 139.8 5.7 132.3 1 93 ~ P 3 02-01-01 15+50 -13' 138.4 ~ 3.5 ~ 134.0 ~ 1 ~95 P ~ X_ Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 : Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Leb Semple f! Dascription mex opt, cocr. Max ~ density Moishm density 1 544 ~ Sandy Gravel 141.0 7.0 ° 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. , NOTES: cc: . c David C. Lehn Laboratory Supervisor l ' ~ w, ~ 1 ; ~ - ~.A44 K ~ S}{INGrTW , , • ~ ~ao l 1«'~ c_ ww~~~ ~ ~ t.25 W SE OOJ14Tf SpCKM4r~~ N`MN ~ ; ~ ~ V` r~ ~ ffINJ~~~~'~~kf~r ~ ` l. j ~ ~t~`. 1 , "~~,~```,~,,\~\~~~`'~`4° '"'~~y%~~\l.•. , ~ ~ ~.~\\~~.~~~'•~\L.,ti~ :1~` 1~.,~ ~`•~'~;f~ 1t\,,,,~ I... ;f 1 ~J l: , y , ~ , ~ , ~ ~ '~~w. : \ \ ~ p ; ~ ~ ; ~ ~"`r ~00'~~dM 1, I ~ ~ ~`'-a ~ ~ ~2 i•: 1~~~ At YA, Ia,.1i + 1 ~ \ 1 . "~,."~w_ "w `.~~1. ` "Y ~ f r~~ r ~ f, ~ ~ ~ ~ ~ ; : ~ ~``~~Ir' ' ~ `..r - ~ ~~~~,'i; ' y / ~ r ~ . ~ ~i~ ~ ~ A/ ~y ~ ;t ~ /+1 I ~ t!' » ~ ' p~l~t i ~~'4~' ~ f~ t + ~ ~ .'r'_!/~!i'~ ,j` %1i,f ~ ~~;,11 , . ~ - :x~-~,..,`i tiZ ~ t3 ~ ~f:',•~' i~ 1' ' f ~ ~i` ~p / ~ ' ~ , ~ ~ ,~~',i r ,~r~ ~ / ~ ~f f ~ ' ~ ~ . ~ " . ~ ' . O i ~ ~ ~ ' ~ ~ • ~ ;i;~ :`~;'';.~,''~j / f ~ f~l ~ ~ O w w - ~ ~'f/'' ~r ~'~/f; rti• / J / ~ 1! / ~ 5 %l f''i" 6 ' ~ I ~ 1+ , ; ~ ' !~`i ~!/S/•j~ ' : ~ ~ ~ r \ 2 ~ ~1 1 r I ti 1~...„ ,1~, . 40 pu~ ~ ~ ~ ~ r 67A. ~ fGL Pr ` •,r ~~•'1 ~r , ~ 1 ` ` ~✓1 \ ~ Q ~ f ~ 4 oF 0 VRE " ' ~;1 ~ 1 =,•)',f r ! • / . _ ~ ppDlTIOw 3 67 oRT # o~oo~ FIE~~ REp ~ . ST DATE~ Z ~ i1 a oF ~ . ~S,I,~G ~ ~sPEC'~oN PAGE 3 so~S• Y - 3629 ~W ~ 99242 ~g155 ~ 1 Sp,. rsA_a'tl l FAX 509-53 1 - NORTHWEST ~ . DA,ILY FIELD REPORT ProW Information Project Name: Date: , SHELLEY LAKE 215101 Project No.: Report No.: C70S000567 10 Weather Arrival Time: Departure The: Overcast-33 degrees 7:45 9:30 Gient: local Rapr+esentative / phone number Landmark Development Buster Heitman Generai Contractor: Site RepresentaWe / phm number C& B Excavation Bob Heitman Subwntractor STI Project Nlanager I phona number Bruoe Howard 549-534-9711 Page Ho. of 1 3 Manpower arxi Equfpment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Fleid ObservaUans , Arrived on site upon request of the contractor, so density testing could be perfornaed on the next lift of backfill. Area being tested is from station 10+70 -I7+77.The lift was placed in this section 2J2/01.Test area was proof roUed before testing began. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is elsa being perfomed on the side sewers. % STI Fiel Representative, Contractor's Rep tive THIS DOCUMENT AND REFERENCED ADDENOA ARE TO BE CONS{DEREO PRELIMQrARY U RE tD S ED BY THE STI CONSTRUCTION Ek01NEER ANDIOR STI PR4J T GER Reviewed by Date STI ProjeC anage Date Corresponding Defciency Report No: 3628 East Ferry Spokanc, WA 99202 JW!r/ NQRTHwEST (509) 534-9711 Fax (509) 534-9755 tEF.'•.T OF FIELD COMPACTION TESTS Date: 02-05-01 Project C-70-S000567 . Client: Landmark Development Project Descriptioa: Construction Testing Services Buster Heihnan . , Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 10 Page 2 of 3 . Density Std: 2234 Moisture Std: 675 Technlcian: Frank Willingham _ T DSiC L.OCSt10t1 Depth Bdow Wet Moisdum 96 Dry Donsiry Materid Pcroent Pass or Rcxst of DT 'I'eSt SO. Flevetion Deosiiy Typo Compaction Fnil No. T1o. 10+70-17+77 (PCF) ~ 1 02-05-01 11+00 -6 141.0 ~ 5.2 134.0 1 95 P 2 02-05-01 ~ 11+80 -6 ~ 138.1 6.2 ~ 130.0 , 1 92 P 3 02-05-01 12+60 L -10 144.7 8.3 ~ 133.6 1 94 P 4 02-05-01 13+40 -10 146.9 6.2 ~ 138.8 1 98 P ~ 5 02-05-01 14+10 -10 145.3 5.5 ~ 138.5 1 98 P ~ F 02-05-01 . 14+80 ~ -10 134.7 5.1 ~ 130.9 1 93 P ~ 02-05-01 15+60 -10 140.6 5.0 136.7 1 97 P - 8 02-OS-01 ~ 16+40 -10 146.2 ~'S.9 138.1 198 P 9 02-05-01 17+30 -10 137.9 4.8 , 134.1 1 95 P, ` R. . 1 X Nuclear Method ASTM D 2922-96 - Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lab Sacuple I! Descciptioa max opt coir. Max density Moisdue donsiry - 1 ~ 544 _ Sandy Gravel . 141.0 7.0 ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. vOTES: ~David C. Lehn Laboratory Supervisor AN.~~,~~~~.. 1 441lNC~,: ~ , SE~ T(, W ~ ~,,,,,a~~,, ~ ~ ~ ~p ~ 1~ j ~ 1a~Qd" ti~ 1 `1- ~`1 R+ A~~ ~o~; ~ '~(f i~'•j , ~ ~ { } t t ~ \ ~ r,p \Is~``.,.~--.~ ' \ 1 • ~ ` ' ; t ~i f{y~i(I ~ 'j~ ~ ~ ' ~t~~` ~ ~ " ,~4.~ ° f , ;F i - ~'1 ~ lf f / ~ ~ f i' J I f' / .~`~4 ,~~Yf ~ '`•,,\4~•... „~1~'1„~~ ~ ~ y.,,. ~ ; y ~+r~~~~ ~jY~ l ! / 1 f ~ ~ , •,,r ~ ~ ~ - "1 / ~ ~',I 1~, ~f ~ + ~ ~ ~ \ti + 1,~. • ~ ~~..r..\~t..~"`~} J , ',y~f ` f ft! ~ ~ , • Y•'~ ♦ ,`~..~r/~ I cor '1}, l{~'~~ i . ` . w.,, ~ ,(a\\\"'""' J 1~~ , i 'j ~ 1/''~ t i ~ ~ • ,,;,~....,,;:.~i io lf'" ' ~ l,l / f ~r'=~~ _ ' `--.._--.,.,,_j~ ~ . , ~~i,~' 11111 f : ~ - - . _ , Q , " ~ ► / ; eel IV ,o, '/jf~'~.':,' ~j / Ir! ; ! i nd'^ ~ 1 ~'r•-- ~ ;~~.✓i`, L ~ f ~~1 f 1!"" ' ' ~ ~ t~ ~ ~ ~ if ~f '.t~t / ; ~ ~ 7 r ~ ;Slj~,, ' ~i • • ~ ~ l . l , ~ ~ ~ ~ ~ / , ~ ~ • ~ 1/ r.~f~.1~,~(,Y~•, ~ , ~ ~ p ~ OF ~14W % i r f/I f . ♦ \ ~ ti A N~ .~'',e ` ' f ~ ' % ! ~ ! ~ ~ ,,,ti.,u t / ~ ~ / / ~ ~ ~ ~ ~ u ~ r i J J „ ` 1y 1'r~t • ~I J ~ ~ ~ ~ ~'S, ~ ~ , ~ r,,,~,: 10S00561 . I.p1K~ c- ' # id . . F.PoRT ~z ~ o oF3 . NOR~~ ~_,Sv c ~o so~ .n55 _ SN77 NORTHWEST ~ . DAILY FIELD REPORT Praiect Information ProJect Name: Date: SH ELLEY LAKE ' 215/01 Project No.: Report No.: C70S000567 11 - Weather ARiva! Time: Departure Tims: Overcast-33 degrees 12:30 14:00 Client: Loca! Representative / phone number LandmarC Development Buster Heitman General Contractor: Site Representative 1 phone number C& B Excavation Bob Heitman Subcontractor STI Projed Manager! phone number Bruce Howard 509-534-9711 Page No. _ af . 1 3 Manpawer and Equlpment Used . Kobelco K909LC-II track hce, Hitaclu EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Field Obsenrations Arrived onsite upon request of the contractor, so density testing could be performed on the next lift of ~ backfill. Area being tested is from station 10+70 -16+50.The lift was placed today. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is also being perfomed on tha side sewers. Compaction is also being performed arouad all manholes. STI Field Representative . Contractor's Representative . THIS DOCUMENT AND REFERENCED ADOENDA ARE TO BE CONSIDERED PREL1MtNARY TI REVfE AND NED BY THE ST'I CONSTRUCTION EN(34NEER ANDIOR STI PRO NA E Oatt/ C Ylai :;.2 /6 - D( Reviewed by Date STI Project Maaager Date Corresponding Defiaency Report No: . 3628 East Ferry Spokane, WA 99202 , S7'/ NORTHWEST (509) 534-9711 Faz (509) 534-9755 R.'' 1RT OF FIELD COMPACTION TESTS . Date: 02-05-01 Project C-70-S000567 Client: Landmark Development *Project Description: Construction Testing Services Buster Heitman Shelley Lake 3'd Addition 8225 North Division Street Spokane, Washington Spokaae, WA 99208 F'ield Regort 11 Page 2 of 3 Density Std: 2229 Moistare Std: 681 Technician: Frank Willingham , a DAte LACAhOA Depth Balaw Wet Moistune 96 Dry Matorial Perowt Pesa or Retest of DT TeSt sQ. Elavaticn Donsiry Density TYPe ConVaaron Feii Aio. No. 10+70--17+00 (pcn ' . 1 02-O5-O1 1 10+75 ~ -3 ~ 146.9 ~ 6.1 138.4 ~ 1 ~ 98 P 2 02-O5-O1 1 11+50 ~ -3 ~ 145.7 ~ 6.8 136.4 1 96 ~ P 3 02-O5-O1 ~ 12+35 -7 ~ 143.1 ~ 7.9 ~ 132.7 1 94 P 4 02-O5 -O1 ~ 13+15 -7 ~ 1493 6.0 141.1 1 ~ 100 P 5 .02-O5-O1 1 13+95 ~ -7 147.7 5.1 140.6 1 ~ 99 P ~ 6 102-O5-O1 1 14+75 ~ -7 141.6 4.4 135.6 1 ~ 96 P 102-O5-O1 1 15+55 -7 1 -138.1 4.8 132.8 1 ~ 94 P 8 102-O5-O1 1 16+85 ~ -7 1 135.1 1 4.0 ~ 130.2 1 1 1 92 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 J I PfOCiOl # L.Ab .5wv10 # DCSOlIptIOD Qi7C Opt. COa. MaC . .r . dw{tty MoistO1C denSlly 1 544 Sandy Gravel 141.0 7.0 1. Fill P. Test Results Comply With Specifications. . 2. F. Test Results Do Not Comply With Specifications. NOTES : cc: . c David C. Lehn Laboratory Supervisor , W.µ. ~ C, 24. T~~y ~WASH K~~ 'E w`~"' . ` V. a tJ'" ~ x~ r 5 ~ ` ; .1 1 ` 1 ~ ~ ` ~ ,i i 1~ !/jj ~ ~ e ~ ~ 1 ~ '1~ ♦ ' ~ 1 ~ ~ t ~,~..mtD , ( \tt~~ . a " f •jJ I ~ ~ . ~ . ~ ~ , ~ . `.._a ~ t ~ •f ~ ~ ~ IrrllolOM00 ,R~►1t~RCao .7 ' ~ / ~ ' 'At4. ;,1 1 \ 1~...~ 1\`'1'~~~•`~`~:'-`~' ; ~ \ , ~ ►~~jNT At nt1M~ !I f O ~ \ ; ~ \ ' ,1 ~ i ~ ` ~ ~tA Mak0. f,f;,;'l, ~j ` • ~J; . ` t ' ~ ~~.~`e.'~'ti ~ }N„`-- /!I?Tfl,~~ i i ~ ~ C~ ' ~ ° /i~/~~~ ;1~1 ~c~ ~ ' ~,KT ;'i. '~li , r 1/1 00 12 13 I"t ~ ,o''%'~i'%; ~ ~ i f ~ . ~3 ` ` . O ~ ~ I i , / i a~ . ~ . i , t ~ r .7D`~✓ f ~'Si I ~ ' / ~ ~ ~ ~ 3 7 6 SH ~ ' ~ v i 2 / ~ . f/ / / ' f I - ' ` Ir , \ 1 i ~ ~ , ~ ~ ~ , ' ~ f \ 1 i ; ` ~--~,y, 1J~►~ 1 ~ r ~ yw~ 1~\` ' ~ ' , ~ / J f ! , , , r.. 1 PLAY . ~ ,r~~ ~ ~ ~ ~ f ~ ~ i ` ` 1'/' ' O Af A ~ -e/ ! ~ • ~ ~~n~"~..~ yr / f f 1 . r'j 4`oF 1;, . ~ ` , / • . J . - SttEL.I.EY E 3~ pppIT1OH I''K , . 1E1.D R►EpORT # ~ o5s7 ~ F .70.50 ~ NORTHWEST pATE; 216-10 f oILs TE5TNG & INSPECTION , PAGE 5 OF 3 s 3628 E. FEMA 99202 ~ SpO~' S09-534-9755 509-534-9711 FAX NORTHWEST ~ DAILY FIELD REPORT Protact Informatlon I Project Name: Date: SHELLEY LAKE 216/01 Project No.: Report No.: C70S000567 12 weather Artival Time: Departure Time: CLEAR 28 DEGREES 8:00 9:30 Client: Local Repr+ewtative / phone number Landmark Development Buster Neitman General Cantractar: Site Representative / phone number C& B-Excavation Bob Heitman , Stftontractor STI Projeci Manager Iphone rtvmber Bruce Howard 509-534-9711 Page No. af 1 3 Manpower and EquipmeM Used , Kobelco K909LC-II track hce, Hitaclu EX370 track hce, Volvo L90B Loader, singie drum vibratory compactor(3ton) S personnel Field Observatfons Arrived on site upon request of the contractor, so density testing could be performed on the next lift of backfill. Area being tested is from station 16+50 - 17+15.The lift was placed on 2/5/01. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is also being perfomed on the side sewers. Compaction is also being performed around all manholes. , . 1 ~ . - . STI Field Representative Contractor's Representative THIS DOCUMENT AND FtEFERENCED ADDENLIA ARE TO BE CONSIDERED PRELIMINARY TIL RE WE ND S NED BY THE STI CONSTRUCTION EN6INEER ANOIOR STI PitOJE AGER . c z<Ylo ~~-~t Reviewed. by Date STI Project Manager Date Cflrresponding Deficiency Repai No: - 3628 East Ferry Spokane, WA 99202 N7''/ NORTHWF-ST (509) 534-9711 Faz (509) 534-9755 R- )RT OF FIELD COMPACTION TESTS Date: 02-06-01 - Project C-70-SO40567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitmao Shelley Lake 31 Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 F'eeld Report 12 Page 2 of 3 . Density Std: 2217 1Vloisture Std: 599 Technician: Frank Willingham a - r.a. , Date L,ocation nep& setow wa moistam % nty Memw Pemenc pesa or Retest of D7' TCS# Sa.IIavation Dcisity Deasity lype Compac.aron Feil No. No. 16+50-19+15 (rcF) 1 02-06-01 1 16+75 -7 1 139.5 5.6 132.1 1 93 P 2 02-06-01 17+25 -7 143.6 5.3 136.4 1 ~ 96 P 3 02-06-01 . 17+75 -7 ~ 139.0 5.5 ~ 131.8 1 ~ 93 ~ P 4 02-06-01 18+25 -7 ~ 139.0 5.0 132.4 1 ~ 93 ~ P 5 02-06-01 18+75 -7 138.1 5.0 132.8 1 ~ 94 P • ~ I - ~ Nuclear Mezhod ASTM D 2922-96 . Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ~ Proctar # I..b sawpto # Desa;ption - maoc opt. cm. Mmc deoairy Moisdue denaity . , 1 544 Sandy Gravel 141.0 7.0 ~ 1. Fiu P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: oaj ~ David C. Lehn Laboratory Supervisor , . ~ s~c~ 2~► T~ Nn► w~ N'wcror~ If Sp01cAP1E , . , ~ 1, ,,,~n,oiwu ~ 1(~j ~ f ~ ~rn ` \ ~ ra~►° Wu'va~ ~1 ~ `'~i~• ~c. 00 ~ i / / / , i. , 1 a\ i ~ '~1 ~ ~ ~ • ~ S , ~ r ; \ , ~ ,~oa~ . ~ ~~o ; ~ ~avaKava X, *tb- \ 1 ~ ~ 1~'' 1~ ~ '!WO•l' /~1~(~~ 1 ,,;;!'il,=~ r ~ t J ~ ~ ~ ' ~ 1•. X~~` ~~~~1 j'~i'~~ ~ ~ r ~ ~ ~ ♦ ~ y ♦ / i' r ~ , ` ~ ~ ~ - ~ 1 ~,,~.~Tvr.~p" y ; rf / , f~/ ~ oK~la \ , ~ r ~ l.~ t i ~ l CWn .000,f i ~i:'"~, i ~ . - - ~ ~ - tt - i. ~~/r'~.•i ~ ~ ' ' ~ ' '4 ;'s~, i i , , :i~' • ~ ~ , ~ , Ij . ~ ` ~ • 12 13 . .~%~°'"'•ti j ~ ~ i f~ / i , ~ / , i ~ ~ ~ ` ~.~_._.~_.--•~=:ti ~ti • ~ 5 + T ~ { 3 " ' ~ , . '1 ' . ^ ~ ~'t",••~.~ ! ~ o ;~~J/ C. ' ~ ~ ( - ~ i ` j~~-' • ~r~ /~+d ~ 7 B $HQl.EY ~ I ~ : ./r~ ~~(y~~ ' f / ~ , ~ -01P r ~ ~ \ ~ • 'I . 21 ~ r t~ ~ • ~ ' ~ / / ~ y ` ~ '`1 ; dop , izo j el /l //,r ` 7 11 r.~.~,'~y~/ •J i~/' ' f VRE 1 ~ A.1 • `'t1 r k / \~r~% ; IA Aft~ gHEL,LE1( LAKE 3RD ADD1TlON , STI NORTHwEST FIELD REPORT # I z- l~1Q ~ . C-70-S0567 O sobs, TES''ING 8~ INSPEC'TION pATE; 2 1 , PAGE ~ OF 3 3628 E. ~~Y ~ SPOKANE, V►'A 99202 . . ' 509-5349711 FAX 509-534-9155 ~A,15777 NORTHWEST DAILY FIELD REPORT ProEect InformaHon Project Name: Date: SHELLEY LAKE 2/8/01 ProJect No.: Report No.: - C70S000567 . 13 Weather Arrival T(me: Departure Time: CLEAR-28 DEGREES 8:00 11:00 Client Local Repmsentatnre ! phone number Landmark Development Buster Heitman General Cantrador. Site Representathre / phone number C& B Excavation Bob Heitman Suboontracta STI Pnoject Manager I phom number Bruce Howard 509-534•9711 Page No. of 1 3 . Manpower and EquipmeM Used , Kobelco K909LC-II track hoe, Hitactii EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Flefd Observat~ons , Arrived aui site upon request of the contractor, so density testing could be porformed on the next lift of - ~ . backfill. Area being tested is from station 16+50 - 19+15.The lift was placed on 2/7/O1. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result ate attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is aLso being . perfomed on the side sewers. Compaction is also being performed around all manholes. This is the last lift before subgrade lift. C&B are going to start the placing of water pvc line. Subecade compaction will be tested after the water main has been placed. The staking of the water line will be done on 2/9/01. . Placing of the water line will start in the week of 2/12/0 1. All manholes meet plan specs on sheet U-3 in the spokane county specs. . ~C~ - . . STI Field Representarive Contractor's R entative THISDOCUMENT D REFERENCED ADDENDA ARE TO B£ OONSbERED PRELMINARY T S60NED BY THE r, STICONSTRUCTIOld ENGINEERANDIOR STI PROJ ANA --L- Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 NQRTHWEST (509) 534-9711 Fax (509) 534-9755 R- 1RT OF FIELD COMPACTION TESTS Date: 02-08-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Fietd Report 13 Page 2 of 3 Density Std: 2216 Moisture Std: 674 Technician: Frank Willingham - - Date L.OC8t10ri Depth Bclow Wet Moishire % Dry Density Material Pacent Pass ar Ratest of DT Test SCl. Elcvation Density Type Compsction Fail No No. (PM 1 02-08-01 10+3 5 4' 138.3 4.0 134.0 1 95 P' ' 2 02-08-01 11+15 4' 146.1 5.8 ~ 138.2 1 98 P ~ 3 02-08-01 11 +95 -4' ~ 135.1 5.1 ~ 130.9 ~ 1 93 P ~ 4 02-08-01 12+75 4' ~ 144.7 8.3 ~ 133.6 1 94 P 5102-08-01 13+55 4' ~ 138.1 4.9 133.0 1 94 P ~ 0; 02-08-01 14+50 4' ~ 145.6 6.1 136.4 1 96 ~ P 02-08-01 15+30 4' 143.0 6.0 134.7 ~ 1 95 ~ P 8 02-08-01 16+10 -4' 137.8 5.0 , 134.2 1 95 P- 9 02-08-01 17+10 4' ~ 146.8 6.1 138.8 1 ~ 98 P ~ 10 02-08-01 18+15 -4' 144.5 7.1 133.6 1 94 P 11 02-08-01 19+05 -4' 134.7 5.8 130.9. 1 93 P ~ Track A 12 102-08-01 13+00 -4' 146.2 5:9 138.1 1 ~ 98 P 13 02-08-01 12+00 4' 137.5 5.1 134.3 1 95 P 14 02-08-01 11+00 -4' 138.5 4.9 134.5 N 1 95 P 15 02-08-01 10+00 -4' 135.1 4.0 131.0 1 ~ 93 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lnb Samplo tl Dnsaipdon max opt corr. Max density Moisnue dcnsity .~Sand~tavel 1.4L~~-~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. ~ ES: ' David C. Lehn Laboratory Supervisor ~ SEC. 24, t25 N., R.44 E.W.M. SPO!(ANE COUNTY, WASHIN" 9DIX ri'"°n"s~x!= -S ' 1 ~T 1+ i~ f ~ ~ / f ~ i / ~ ~ ~ . i ~ ~ ` ~ i 1 , • 1,~; ~\L ~ ~ ` ~ ~ IOCA1fOM CR S ~ l ~ ~ ~ ` 1 ~~••t t. i~, . ! ~ ; R . . r. ! , ~ / ~ • ~ ~ ~ l 1 ~ , ` ` 1 ~ \ AM IMT AT GLrMlldl . ~i! / ~ O \ ~~b ~ 1\ ~ ' ' l ~t ~ ~°t ~1' I~` ~~/-t~~~\~~~;, / ~1~ ~ , ~1 ` ' \ ~ ~ \ 1~ ~1 ~ . , ` ~ ` i f % v,,,, r J' 4 ~ • ~ . J , -7--~ t , ~~///~ir ~ r J j ~r a ~ ~ t"~•~ i ~1 ~ ~ ~1,~:~ PIJ1T gotnro . qr- r~.~ ~,r~ ~ / i ~ ~l ~ ~ ~ ~ ; ~ .J~ '•~''~f / / ~r r ~ ` ~ ,r~tr 'i~/ ~t''~/,~~~%: i r~/f i ` _.~r..~....-/'':%"~~ 12 i ~ 4" / ~'/I ~ wr► 5 T ~ , ~~f f woat 4 L---~ r p'" f~ / 7 6 \ r I 3 94EU.EY uKE , ,,o~ z. 1 ~ ~r~ ~ ~ ~ ~ J ~ ~r c l~„- ~ ,1 lw PLA1 1 ~ I or SIA~ A 1 t . 1 ~'~j %~k ~ ~ de 0 . / r+~•' - ..,,v ` ~ ` vRE PL'+~ ~u.~ ~ ~ r , . A ; , , .s~'' ~ ~ ! 4`OF 4 ; V. , gH,ELLEY LAKE 3RD ADDITMON ~ NORTH'WEST FIELD REPORT # 13 S7~1 , . sobs, TEsnNG & INsPECTTON DATE.. ZlE/ c , ppGE 3 OF3 C-70-S00567 3628 E. FERRY SPOKANE, WA 99202 ~ 509•534-9711 FAX 509-534-9755 77NORTHWEST, INC. 11616 E MONTGOMERY DRIVE, STE 31 • SPOKANE VALLEY, WA 99206 PHOrvE (509) 534-9711 o FAx (509) 534-9755 • www.stinorthwest.com November 9, 2004 - STI Job No.: 5030048A 1Vxr. Joel Lee Metro Engineering 324 S. Sherman Spokane, WA 99208 Re: Missing Report # 14, Water Line Trench Compaction Shelly Lake 3rd, Subdivision Spokane County, Washington Dear Joel: We understand that you need a letter from STI Northwest, Inc. concerning the fact that there is not any mention of trench compaction for the water line at Shelley Lake 3rd. Our files reflect that we do not have documentation to support observation of compaction effort for the water line trench backfill. We do have documentation to support that compaction effort for sewer lines and subgrade met Spokane County minimum standards. Although STI does not possess the required documentation to support the water line backfill, this project has been completed for several years, subjected to seasonal changes, and traffic. Based on our observations to date there is no noticeable settlement in the above mentioned areas. Based on this performance observation, it is our opinion that the water line trench compaction is satisfactory for the intended use. Sincerely, AS. S STI Northwest, Inc. . . xw Zu'1w--a'nt ( /e) Sahi, P.E. ~O C 36ll Pnncipal Engineer IS'l`~ G 11/py Sf~N EXPiRES 12JI811oS Geotechnical Engineering • Construction Inspections ~ Materials Testing • Environmental Consulting • IAS/ICBO/WABO/AWS Accredited NORTHWEST ~ DAILY FIELD REPORT ~ ~ : Proiect Information . Project Name: Date: Shelley Lake 31dAddition 2120/01 ProJect No.: Report No.: C-70-S000567 15 Weather Artival Time: Departure Tlme: Clear/Coo! 11:30 12:00 Cljent Locd Repmsentative / phow number - Landmark Development Buster Heitman G@neral Cmhdor Ske Representafive I phone number C& B Excavation Bob Heitman Subcmtrad+or STI Protect Manager / piwne number Bruce Howard 509-534-9711 Page No. of 1 1 Manpowar and Equipment Used FM Obsetvadons . - Arrived on site to inspect sewer pipe placement. Nothing had changed from previous report. , ~ STI Field Representative Contractor's Representative lS DOCUMENT AND REFERENCEO ADDENDA ARE TO BE CONSlDERED PREL1MlNARY UNgE REYIEWED AND SIGNED 8Y THE STl CONSTRUCTION ENG(NEER AND/OR STI P ECT ;~AGM. Revi ed by ' Date S Project Manager Date Corresponding Deficiency Report No: .sTf NORTHWEST -.Q DAILY FIELD REPORT Proiect Information . Project Name: Date: SHELLEY LAKE 2l23101 Project No.: Report No.: C70S000567 16 Weather - Arrival Time: Deparhrre Tgrre: CLEAR 33 DEGREES 8:00 12:00 Client: Local Representative / phone number Landmark Development Buster Heitrnan General Contractor. Site RepresQntative / phone number C& B Excavation Bob Heitrnan SubcontracfiDr STI Project Managu / phone number Bruce Howard 509-534-9711 Page P1o. of 1 3 Manpower and Equipment Used , Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibra.tory compactor(3ton) 5 personnel Field Observations . Arrived on site upon request of the contractor, so mandrel could be performed on the ma.in sewer line. Sewer main was cleaned out before mandrel testing. Pond "AB" is being developed on tlus date as well. Dry well were placed on site on the date of 2-22-01. Dry well type "B" were placed in pond area. Dry wells meet plan specs on sheet B-la from the spokane county specs book. I observed a11 dry well placing on site. Mandrel passed threw all 10" pvc main sewer pipe. Two catch basins are also being placed on this date. Catch basins meet plan specs as well. Adjustments wi11 still need to be maid at a later date. Temporary ponds are also being done on site at this time as well. STI Field Representative Contractor's Representa,tive THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UPITIL REVIEWED AND SIGNED BY THE STT CONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: STI NORTHWEST 94'x DAILY FIELD REPORT Project Infomtian . Project Name: Date: SHELLEY LAKE 2J27/01 Project No.: Report No.: C70S000567 17 Weather Arrival Time: Departure Time: CLEAR 36 DEGREES 9:00 10:45 Client: Local Representative / phone nunber Landmarc Developmerrt Buster Heitrnan General Cantractor: Site ReExesentative / phone number C& B Excavation Bob Heitrnan Subcontractar STI Project Manager / phone number Bruce Howard 509-5349711 Page No. of 1 3 Manpawer and Equipment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 4 personnel - Field Observations Arrived on site upon request of the contractor, so an site visit inspection could be perfornned. Pond - "AB" was the first inspection to ttake place. Three drywell type "B" with type 4 metal grate frame see sheets B-la and B-15 spokane county spccs hook. Measwements were taken on pond "AB" STI Field Representative Conbractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE OONSIDERED PRELlMINARY UNTIL REVIE1Mm AND SIGNED BY THE STT CONSTRUCTION E1JGINEER AND/OR STT PROJECT MANAGER. Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: STI NORTHWEST ~ , DAILY FIELD REPORT Proied irfarrafia, Project wm lkte: ' SI-81JEYtAKE 42-01 Rmjed Pb.: Paport IVos.: G70.9000667 18 VV3e00 Artivai Tirroc Dwertue Tim CMlmd 40Degees 11:00 1200 _ aienr la;a+ Rapewntalive~ p,one n,rrba Lat1-aC DG'Mq7fYatt Buste(' I-MbYEn Genaai Gbntractor: 5ite Repmsstatiue/ ptx= ntrt)er C 8c B EXCanrdOtl BOb Fbitrm suboonfradta s'Tl Roect manw/phaie mrrtw 8n,ioe I-bnad 549634-9711 pamw of 1 1 Marpowa'and Eqt33ptnert wed Kobeleo K909LC-II track hoe, Hitachi EX370 track hce, Volvo L90B I.aader, single drum vibratory compactor(3ton) 4 personnel fidd Obsenafians . Arrived on site upon request of the client, so density tests could be performed on utility trench backfill. - Upon my amival I observed that the utility trench was still open. After fiad.ing the lead foreman for C&B Excavation, he informed me that the utility trench baclcfill will not take place untill tater that week. . : - ~ ~ STI Field Representative Contractor's Representative HsooatArrRoMU44CMAOOeNMa%loeEoorsUM neuBurMaMscMeYnf STl ooNsrnu=oNenNatardatSTl 4/l6 l6 l ev' ed by Date Project Manager Date , Omvwdng DefidaiW Roo No: ' - STI NORTHWEST ~ DAILY FIELD REPORT ~ ~ ■ t ~ i T 7 1 Pmiect Infom►adon ProJect Name: Date: SHELLEY LAKE 4-6-01 Project No.: Report No.: C-70-S000567 19 WeaMer Arrmval Tine: Departure Tff rte: Overcast 43Degrees 9:00 11:30 - Clienr Local Represantative 1 pWe number Landmark Development Buster Heitman . General Cortractor. Site ftresentafive / phpne number C& 6 Excavation Bob Heitman SubconVacta STI Projed Manager / phone rtumbw Bruce Howard 509-534-9711 Page No. of 1 3 Manpawer and Equiprr►ent tJsed Kabelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 4 personnel Field ObsetvaUortis , Arrived on site upon request of the conbractor, so density tests could be performed on utility trench backfill. Density tests followed ASTM D-2922 for nuclear density te.Sting. All test results are attached to this report. Curb end gutters are being staked at this tune. Cwb and gutters will be placed at a lata date. The last section of rotchford drive was also tested. Work done up to this piont seems to meet - plan and coutity specs. Lflt STI Fie1d Representative Contractor's Representative THIS DOCUMENT AND REFERENCFD ADOENDA ARE TO BE CONStOERED PRELIM NARY UNT(L REIREWEO NdD SIGtVED BY THE STI CONSTRUCT~N ENGINEER IWDIOR STI P ECT GER. . ewed by Date Project Manager ~ Date Cornesponding Deficiency Report No: d 3628 East Ferry Spokane, WA 99202 ,WTl NOFtTHWE5T (509) 534-9711 Fag (509) 534-9755 RT lRT OF FIELD COMPACTION TESTS Date: 4-6-01 Pro ject C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3'd Addition 8225 North Division Street Spokane, Washington Spokaae, WA 99208 I+tieki Report 19 Page 2 of 3 Density Std: 49407 Moisture Std: 10406 Technician: Frank Willingbam Uate L,ocatian neptt► sdow wa Moimrt+e % nry Meteriel Pemenc paes a Rdesr of D'r ~'I'est SO. Qavtiiaa Dea.uty Douait5' Typa Caapaction Fail No. No. (PM 1 10+90 0.0' 145.0 8.7 133.2 ~ 1 95 ~ P& 2 11+80 0.0' 144.6 6.7 135.6 1 96 P 3 ~ 12+70 0.0' 142.5 ~ 6.6 133.7 ~ 1 95 P 4 ~ 13+60 0.0' 144.2 ~ 6.4 135.6 1 96 P 5 ~ 14+50 0.0' 145.0 7.7 134.6 1 95 P, 6 ~ 15+40 0.0' 147.3 6.7 138.0 1 97 P 16+30. . 0.0' 139.6 5.1 133.9 1 95 P g 1 7+20 0.0' 144.9 5.0 138.0 ~ 1 97 P 9 18+10 0.0' 144.5 6.1 136.0 1 96 P Rotchford ~ 10 +50 - South RT 0.0' 145.1 7.1 134.8 1 95 P . 11 +150 - South LF l 0.0' , 140.1 5.5 134.1 ~ 1 , 95 ~ P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ~ Pioctw iab 3emple DescdOon meoc opt. oosr. Mmc . deaAity Masture dmmity 1 544 Sandy Gravel 141.01 6.4 N , 1. Fill P. Test Resutts Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: - cc: ~ vid C. Lehn ' aboratory Supervisor SEC. 24, T.25 N., R.44 E.W.M. SPOKANE CQUNIY, WASHINGTON 2 ~ M~ROAw1L1,OCit1qM a ~ m AQD111 f a wreo,a+~tt uoc~nai a o~ ~ a'~" OLUT AT tl !}~`1 r'~o .r ~ •1;;;'~r '`z ;4 ~ wanm roo vwt tt+oao --F ; , - : ►w~ wr AT S 8 i l02fA a~ taWnuOt mtfa Kara s l`~ ~ j~; t, \ l~` • ~ p1 I'~„};7ti ~1t~1~~~ i %i~~~ri~•~~ji lI J , / ~ y~ ~ S 1 1 ~ 4~ ` i 1 , \N`'''"~`~_==' ~ ~ , t~....-• ti:~ ~ , ~ . ; ~ `L r t~ ~ \ ' ~ • ~ ° r-~~ ~ I/~/~ / , ~ ! , r / ~ ' ~ . ti F ~ 1 t ~l \ , , , ~ ~ ~ , '4.,,.,..~~;:.,~`, ~~/ll~;,/! ! ! ' ~j' I / ,1 1~, , ~ \ . 1 ~1~\ ~ 1~ ~ V. l~1 -2pp•r~ i~r1~ : ~T ~Ir~~' i l I1 ~ ' ~ ~ \ ~ ~ BOUNDAK7 ~ r,~/ /f'//J/ ~ j ~ f//%~ / R aK... ~ti ` ~ ~ e~ i \ ~P ,1L, ~ lf ~l /rrf f 1• \ a~`•• \ ~ ` Ri ~ 1 '`..i Ef`~.= ~ 1 ~ ~ _ ~ ~ M O'V~ ~ r ' ' - ' •~r,, f:'~~.% J /r ~j ~ ! `~,;~1 ~ ' ~ , ~,,,i'` fi ,i'1%', i.; i{? I ~ / ~/'f` f i ~ ` ,~'`~1 ' ~ , j. , 1j ~ / , _ ~ ` ; ~ '.~.,.i'~ ~ / ~ ~ ~ ~ ' 1 ~ ~~--:`_`.,~F.,.~,~'`''~~~'/"- . i ! / ~ I' ` 1. _ . _S.-''~ 'r~/f%;Vy6r j'~~~ /j'/ f ~ O W ~ ~ 12 ~i ~~i1~' ~i I/VRIfY ; ~ 13 ~ - 5 4 ~ ,K y . . f!i''^~y,~/j:~`''c`: ~ ~ 7 6 3 PL4T ~ ~p `Y . r ` . ~i ~5~HyE~LLEY ~ ~ ~ w., j LM~L. AODITI / l ~ ~ 1 M~ y~y ~ , J ~ ~ : ~ -r 10, f J ~ ~ 1~ uZlU1v fr ~ / ~ u ; i \V1 f ` ~ UIf7t► ~r1, ~~/,rrl' M~,. / ~ i ~ 1` ~ , I'~. PU j ~ 1 I plDpT ~ ~ ♦ ~ 1 / 1 ~t lbL1 W~u lMl~lM[7- 10, ~ ' ,'i ~ ~ ` ~ I ` / / ~ \ ~ ~ ; y ,t~ \ ; / ~ ~ , ' ~r►i~~n + ! \ ♦ ~ ~ t 1l'RE l w.01I O ~r \ if` /~J ~ r'•~ ~ ~ ~ 1., y ` x ~ • r ~ y✓ ~ r" ~ r / / \ ~ ! ,`Na.'~ 4 ,W57217 . 10 Q~~lo i Fr~ SHELLEY LAKE 3RD ADDITION STI NORTHWEST FIELD REP4RT # lq so~,s, TESTING ~i INSPECTION DATE: 41~~ui . 3628 E. FERRY ~ PAGE 3 OF 3 C-?O-SO SPOKANE, WA 99202 ~5~7 509•534-911 l FAX 509-534-9755 ' ~'►JF7N0RTHWEST . DAILY FIELD REPORT ~ - - Prolect Information Project Name: Date: SHELLEY LAKE 4-16-01 Project No.: . Report No.: C-70-S000567 20 Weather Amvai Tfine: Departure Time: CLEAR 40 DEGREES-WINDY 7:20 8:45 Client: Local Representative ! phone number Landmark Development Buster Heitman General Contractor: Site Representative I phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager I phone number Johnson Concrete Bruce Howard 509-534-9711 Page No. of 1 3 - Manpower and Equipment Used cprn mix trucks, 6 personnel (Johnson conerete), curb machine. ` Field ObservaGons • Arrived on site upon request of the contractor, so concrete testing could be performed on all curbs and gutters. All curbs are being placed today on Shelley lake iane and lane A. From visual inspection these curbs seem to meet plan and county specs. Rotchford drive is also being done today. Type "B" curb and gutters are also being placed on Wtchford drive. Test results are attached to this report.. Site map atached to this report shows the location of testing and placement. e r • • STI ield Representative Contractor's Representative f T S DOCUMENT AND REf ERENCED ADDENDA ARE TO BE CONSIDERED PREUM Y NTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER ANDIOR STI P E MANAGER. ' Revie d by Date TI Project Manager Date Corresponding Deficiency Report No: PROJECT:~~ ~ PROJECT o.: ~-;-a REPORT No.: a?v ,ffrI NOR'1'iiilleSt DATE: 4//lo%/ . `628 E. FERRY TECH:j["va,) . SPOKANE, WA 99202 CUNCRETE SAMPLING AND TEIST REPURT (509)534-9711 Fax (509)534-9755 . FIELD DATA BATCH DATA CONCRETE SiJPPLdER ~ P/Z! trt~ xa: ~ 2 I/1 2 DATE OF &lMPLE s,~,~~, TRUCK Na: TIME OF SAMPI.E TICKET No.: SZ 3 , wEATEUM/rTM Oro°,= n o/Y - sAcKs CEAMnvT/c.Y. S= TS • sAM[PIErrrE TYrE CEMENr 3TAUCIURE TYPE ( v r r3 ~f Gu T rar~ . SATCH TIME p : 45+ SAMPI.E LOC.ATION 13 (3. O•(~~ FND PLACEMUM TIME A Ivi _ ADMIXTIJRF.S TOTAL CUBIC YARDS PLACED ~ O O~•~'' MAX AGGREGATE S1ZE 31 -ye 3AMPLE TAKLN FROM ,,,41 Q CY. ot ! 00 BATCH WATF.R (Ibs) jp 5-0 ~ ctin so: wATER:cEMaXrrr tu►TIo . 4.4 yc5, a. Noteir. t cLc~t z~ 1-bU.s6- u MA-J;rQ9 nFMciv sTRlExcTH acxo 126z ~,eA 64ws . FIELD TESTIlNG DATA . TEST RESULTS SPECIFFIED VALUES i SLUMP (1/4 in.) [ASTM C 1431 1 yv'~ ' J~~~q CONCRETE TEMPERATURE [ASTM C1064j 60 ~?d C, t. AIR CONTENT (0.1%) jASTM C 231] WATER .ADDED (gal) 3 . ~ 6: ,qL_ . WATERCEMENT RAT'IO . ~{F~ ~ • ~ C:.j ~ . LABORATURY TESTING DATA . ~ . ~ I I I L LAB FIELD DATE. TEST AGiE SIZE ARBA TOTAL STRENOTH TECH BREAK IDNo. ID REC'D DATE (Days) (sq. In.). LOAD (Lbe) (psi) TYPE 0-357 ld( ~ , d//7L~mLOL a6- -f IMOL ~ SAIVII'LED BY rff cu CHECKED BY v REVIEWED BY I . ASTM C31,C39.C511,C617,C 1231 O -ASTUAWFORMS\CONCR REPORT V2.0 3/00 SEC 34 SP ` T 25 N, R, .M. _~iao" ►~o, QK,4NE ' WASHING ~,W ,c~ ~EY ~ . i r', • g ►ce ~H fi~ ~ 0 0 1 1 1~ t V ~/1' ir,•~:refj/~~ , J ; ~ ~ ~ ~ i p~,~lLtOCAAQ~~f~~1!1111'~ \ 1 ~Y, ~ y,;` ~OOIl,1N~~~ { 1'~{~{~/ ~.`y~' ' ••,t;• ~ ~ QPry1+1~1~ ,1 ~o~VA ""~AV / '!~f ~ l ~ I „d ~ ♦ t-~~ ,'1' ~~t~ ~ ~b, r,,J'/~~f/' , f l1 , , ~ ` \ ~~1tt11i~~ r ;~;..r~fJ; •/i:Ji/ " i ~ ~ ,~4 ''~1`.1~.':~` !1 ' ` ~i rr'~~ N'b;~ '`~ti•\}\ ':~1~: J ,~4 1 1 ~ ` ~ ~ a 1 't 1 1 ~ ~ Q ~ 0-01 , ~ \ ~ ' ~ t ~ a~ ~~,',r ' 1S l t ~ :~k ~ lt'~ ~ ft ~ ~ . ~ ♦ 5 ~ 1 ~!i ,4.• ~ ~ • ~ fil~/ f'~r ~ ~ ~r~/ ~I ! I~/ ~ ~ ~n4 ~ ~ ` ; ~ t ` , ~ t t~ r 1 \ i0 ~ ~ry ~,i~~j`, sY/' / r i/ ~rr~r ~`~`•,,4 ~ ~ } ` t~ ~~:~1~ \ ~ "~/'.rJ••^ "''r•. i f~'~ i.i. ~ / ~!/~,7 I / r ~i ~ ~ ~ ~ ~a~ ~~..1 1 l, 1 , ~.r. ~ / . ~ ' t'~~~`1`~~~• 1,~`1~` ~~\"r~'1°`lj .•y-"'` ,.f.. / //f ~ f~/J, 0// „Y✓.^",~,'f~~ t /.I,,{~' r ` \ L~~1 \ ~ 4 t~~ ~ • t5~ • ,l,,'; ! /W ~ ~ ~ ~O ~ ~ ~ ~ ti. ~ : ~ ~ r' ( ~ o ~ `l~ \ ' 9 ~ 1 / , ; i ` , ~ ~ ~ i ♦ ' /r I / / I ~r / ~ \'.`~4~~ ~ h ~ t, ' i -~"C r"r'r` ~Jf~ ~ ~ ~~'~r ! f ~ ~ t ti l~ J J;' /f ~ ~ ~ ~ r'•~a r,,,,,.. M~..,.-- ;ti~';.•.• i 1~.~ ~ f~,.' f f ~ " ~,r ~ ` ~ 1 ~ •y ,,1'\ ~ ~1( ~ ~ ✓~"Y "t E: j•."'~ ' ~1 , 3 ~ , ~ ~ \~'~'~'~~"a~,~j-' ~ ~.,%'`r % N~~~.•:v~'-.' - ,,,,.w"; / ~ ~ ~ ~ ~ ~\~.~,~~\=1`" ~;,,,.,L~/F ~ • - ti~• ~ 7 4 ..DSM ~ ♦ ~ , s ~ ~ ♦ 12 • '~r-- " Y ~i~+ + f I ~ ~ u ~ ~ f ti - .^-~':G'eom•.~.---. ~ 3 ~ . ~ ~ t / , ~ * ` ~ ~,,,,,,u--`_ ~ . ~ SHELLEY j E ~ n Q c_, ~ ARY It ~ / , ~ ~ ~ / .t •f L_J i _j itA. PIA~ 1 ,,.r~t''• , ~ 1 ~ ~ ~ . y.' • i ~ ~y, j • ~ ~ i1 ~ t .~'~,.r-' ~ ♦ r r l ~ ~ ' \ lt ~ f T f v~ ~ \ ~ ~pl~A~}'' ~ V .i .~"'O 6~ j \ ~VNQ ` f ' ~ u ✓ l ~~~t~,~~ .'~I , ~I' r ' ~ ~..7~..•~^~-`..:.. ! ~ ~ ~ /r l / U , i ~ F RE •an ~ Pfq< - - e9 ,r//e~ ~ST/ SHEt,~~y . so NoR~'KyvEST F~E~ ~-AKE 3R0~pp 628 E. FERRy ~S• TESTING,& ~ REPpRT # 2 0 jT~oH ~rs,~ECr~~N POKANDATE;¢~'1 G/ o E~ ~A 99202 ' f ~ " V`zno-"4.q755 PACiE 3 OF 3 C-?0'500561 _ ~ ~ NORTHINEST j ~ ~ j~ ~ . . lwp DAILY FIELD REPORT Proiect Information Project Name: Date: SHELLEY LAKE 2) 4-19-01 . Project No,: Report No.: C-70-S000567 21 Weather Arrivai 'fime: Departure Time: CLEAR 40 DEGREES ~ 7:00 9:30 Client: Local Representative ! phone number Landmark Development Buster Heitman General Contractor: Site Representative / phane number C& B Excavation Bob Heitman Subcantractor STI Project Manager ! phone number - Iniand Asphalt Co Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used single drum 3 ton rolier, , water trucks, cat blade 1400c, Field Observations Arrived on site upon request of the contractor, so density testing could be performed on the subgrade material on Shelley lake ()rive and ktchford Rpad. All test results are attached to this report. ASTM D- . 2922 test method was used for compaction testing. See map attached for location of testing. Inland - A.sphalt Cct is doing the subgrade prep and will also be doing the crushed surfacing as well. From visual inspection the sub grade apears to meet plan specs for the roadway sections. The crushed rock material is being placed on this day as well. , ~ . STI Field Representative Contractor's Representative HIS OOCUMENT AND REFERENCED ADDENDA ARE TO 8E CONSIDERED PREUMINARY IL REVIEWED AND SIGNED 8Y THE STI CONSTRUCTIOfd ENGINEER ANDIOR ST ROJECT NAGER. . 41Z 4161 4/2409L evie d by Date I Project Manager Date Corresponding Deficiency Report No; • 3628 East Ferry Spokane, WA 99202 JWTS NORTHWEST (509) 534-9711 Fax (549) 534-9755 RL- JRT OF FIELD COMPACTION TESTS . Date: 4-19-01 Project C-70-SO40567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitnnan SheUey Lake 3rd Addition 8225 North Division Strcet Spokane, Washington Spokane, WA 99208 Field Report 21 Page 2 of 3 Density Std: 48129 Moistnre Std: 9321 Techniciian: Frank Willingham , , DaIC I.OCAttOII Depth Helaw Wet Moisiu+o 9b Dry Mace+iel Paoant Pess or Retest of DT TCSt SO. Elevetian DcasiV Densih' Type CamPaction Fail No. NO. (PCF) ~ Shelley Lake Road 1 ~ 4-19-01 10+50 SG ~ 147.8 8.0 136.8 ~ 1 97 P 2 ~ 4-19-01 11+30 SG 147.0 7.2 137.1 1 97 P 3 4-19-01 12+10 SG 148.5 8.0 137.5 1 97 P 4 4-19-01 12+90 SG 142.2 6.3 133.8 ~ 1 95 P ~ 4-19-01 13+70 SG ~ 145.5 6.1 137.2 ~ 1 97 P 6 4-19-01 14+50 SG ~ 147.8 ~ 6.7 ~ 138.5 ~ 1 98 P 7 4-19-01 15+30 SG 146.1 ~ 8.3 135.0 1. 95 ~ P~ 8 4-19-01 16+10 SG 146.9 7.3 137.0 ~ 1 97 P . 1 9 4-19-01 16+90 SG 147.4 9.2 135.0 ~ 1 95 P 10 4-19-01 17+70 SG 146.6 8.6 134.9 1 95 P Rotchford Drive * 11 4-19-01 12+50 SG 147.1 7.6 136.7 1 96 P 12 4-19-01 12+00 SG 146.7 6.6 137.6 1 , 97 P 13 4-19-01 1 i+25 SG 144.0 7.5 134.0 i 95 P 14 4-19-01 10+75 SG ~ 145.6 ~ 7.1 , 136.5 ~ 1 , 96 ~ P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556r96 X Modifiei Proctor ASTM D 1557-98 UM oPL can. Max r~ 0 LAib suVta a nescripfion densiry Moisaue density Sandy l 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. JTES: , a C. Lehn ~1- U~boratory Supervisor W.M. F.r Itsl' k~:~`• 2~ 5.7.5 ~1NGTON ~ ; uT'~0 1 ' ~ 1,t~~ SAOKAMN E ou V' , tAKE ti tio'~~ ~ ~ 1~D►i~",` t ; i,~~~~ n,~ 1~ \ ZZ 6 ~ ` ~ ; 1 ~~y ~ , i i' ° ; ~ r"-~,~ f`, , j" `41~1;~ ~ 1~ ~ ~ ~ ''i `1. 5 ,.~`1 i , 1 ~ ~ ~ ~ 1,~~, . %"J ~ ! ( / ` i ~ ~ ~ ~ I , ~ ~ ~ ~i ~Va,- ` .1 . ~ . a ~ i ~ j ; ~ ,;"~y ~u~ f ~ / ! \ „ . • ~ ~ , ~,\~,.I ``'~~'o,~`•. ~ ~ 1 ' $ ~ wvA~ -AN.~'ti`'~ •~r: 1 t ~j,% ,~<<, , f~ - ~ f r ! ` , ~1~ , ~ /xr~~ , ~ I~ ~ ~ 1 ~ '~'/A.~p/'. 1y11IJfj hJ % , ; r ~ Roi!~, = -:.::~i'~ ~ `t ~j ! ~,~"/J ! J ~ ~ I ,l~ 1 _ r • 1~+ ~ ~M• I~ ~ / / 1 ~ j ~ ~ , ,~i ~ 1 ,a~` j/ ~l ~ i2 ~ 13 r',"' ^~!•!'r,~~~~ !J lj ~ / ~ / r . . ~ ~ ~_'1 ys~•, f /ll i/, . ~f ~ / / ol~ ~ ~ ( ~ I 1 ~ ~ ~_J f~' 4 wf! ! 1 ► I ~l 1 r . fi ~/!~.•r / 3 M ~J/ '~r~;l~„6•~ /',(/~j / ~ ~ Q A ~ • ~ ~ ~ j i ~ , ` ~r ~ ~ ~ l • ~ ~ ~,1 ~ ~ • ~ • u,~ , ii' , i ~ ~ ~ ~ f f r! ♦ ,r ~ ~~'~It ~ ~~µ~t ~1 a a ` ~ ~ t'~ , ~ r . 1 l r ( + ~1~`~.,~ ! ~ / \ ' •-y" ' ~ ( ~ ~ ~ i l ! ~ Y I l ' ~ 1, ~ti j \ / aro~ ~ l, ~ ` ~ \;J l "r~ ~ i~~~aa~/~ ~ t 1p~~'r~ / f ~ 1~ ` j ~ ,~y ~ 1 y ~ ~ ' % j~/ / / 1 . ~ i \ ( 7N' ~ ~t!'' ~ • ,r f % / ~ ~ ~'-y , , 4 ` / ~+'..a°°'r~+~-,~ ~ ~ ~ ~ ` F ~R~ t ' ' ~ . .i• ~ ~ . ~ 1~/ , . { ! ~,RO pppl?10N ~KE SH~ RT # 2 ~ . ~7o,gpp56? t F1EL~ REpO ppTE;A-11-a1 . NQRT~ST aF-3 ~ oll's• TEST~~ & u4SncTIoN Pp,GE 3 s 36 o~E~ p 99202 ' ~ SP Cex 504-534-9155 NORTHWEST DAILY FIELD REPORT Proieci Information Project Name; Date: SHELLEY LAKE 3 4-25-01 Project No.: Report No.: C-70-S000567 22 Weather Arrival Time: Departure Time: CLEAR 75 DEGREES 11:45 14:30 Client: Local Representative / phone number Landmark Development Buster Heitman General ConUactor: Site Representative ! phone number C& B Excavation Bob Heitman SubconVactor STI Project Manager 1 pharie number Johnson Concrete Bruce Howard 509-534-9711 Page No. of 1 3 ~ Manpower and Equipment Used cpm mix trucks, 6 personnel (Johnson concrete), curb machine. Field Observations , Arrived on site upon request of the contractor, so concrete testing could be performed on ShelleyVake _ lane. The area being tested is a retest section, 492 feet of the curb and gutters are being replaced due to a survey bust on staking. Jim Johnson concrete have removed old section. After rechecking the string line and roadway width this sections appears to be ready for concrete. See attached map for testing and replacement area. After concrete curb and gutter type "R" was placed the messured roadway section is now 26' feet from guttet to gutter, this meets plan specs. The type "R" curb and gutters seem to meet plan and county specs. Shelly : ake ane will be regraded by Lnland Asphalt Co. After nland is done with shelley lake lane density testing will need to be performed on the roadway section befor ac is placed. Rotchford Drive is being gaded for cub and gutters and string line is also being placed as well, the curb and gutters type "B" will be placed on a later date. STI Fie d Representative Contractor's Representative HIS DOCUMIENT AND REFERENCED ADDENDA ARE TO BE CONSIDEREO PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEERANDIOR STI P ECT GER. ~ ~uLd- &OF Rev' ed by Date T roject Manager Date ~ . Coreesponding Deficiency Report No: i~ a00 . ~ f V {T~j ~ ~ f fC(~ ~ 1 l ~ i O O ~t t` ~t 1 `11~•'~ ;.1~=~ w CIO y ~ ' k;''~ ~ ` { t ~ ~ 1:;ti: ' .j~ ~ ~ : ::1~~ 1 1 I ~ ' ~ { ` ~ ~1r ' `Y 1 ; ~ ~t . ~ ` V, t ~ ~ ~ ' ` 1 1 ~ ; , ~ ''.r.`~ ~ . ~ ` 1 l. ~ t ► ~ 1 ~~,t' ~ ` It~ '"1y ~ ~ • ~ ~ ~ • ~ ~ ~ ~ ; ~ • ~ ~ ;~\;.,,~1. ~ r J..~ ~ ` ` t~~~ ~ ` , y~~; ~ ; t~.~', ~ +►i l ~ r ~ . ♦ ~ . ~ \ ~ ~ ti ~ ` 's ` ~ ~ ~ti ti • 1~'.:~,~, ~ ~ ~ti.~~~~ ~ .,a, ~ . . ~ t~ ~ ' ~ ~ Q CA ~ n1 ! O Q ~Q a . ~4 ~ , 4 ' I g , I r' ` ~""+o.+r"" N , ~ l~., • ; ' 0 `•i ~ ~ ~ /1 ; . ~ ~ y / ' ~T . ~ b ~ ~ _ ~ / ~ 1 j ( , " ~ f''"~.."- ~ If Q ~ ~ ZA ! ~ 0 ~~.7: ~ xi j ~ ~ 1 ~~1, ~ ~f ~ ~ .i" / ir %'f , - N j N % % ti~ 1 I ~ ~ l ~,.I r ..-t ~~..•f''' ~ / l! ~ ' % ~~~s . ~r2e 7/ . • ~ ~ i r' ~f o i ►~l , I ~ r~ % . 'l'201 ~ ~ ~ ~ " {~/J , '~i1~ ` _ ~ ~ f ;i , i~!/ ~ ' / l . ~ a.`. ,~~~~~~1; (a \ ~ / / ~~(~y~'j ~ , ~ •l'~ / ~~,r • • Ir { ~•r 1 • 1 ~ ~ 4 tf ~ ' ('y ~ J ~ ~ ~ 7 ~ ~ • ~ ~ ~1 la~ ~ '~l r ~ ~ i • ~j~ ~ ~ f=-:,t %i.%==-.'-'r.=~,s'. - ~ ~ • ~t .~ll ~ i~/li' /~f.~''~' , M • _ PROJECT:~~~ PROJECT No.: C --?'a ~ 1&7t REPORT No.: EX- ~'TI NtiR~~uv~s,r DATE:_4/ TECH: ~'H w 3628 E. FERRY . sPOxANE, wA 99202 - CONCRETE SANlPLING AND TEST REPORT ~ (509)534-9711 Falc (509)534-9755 FIELD DATA BATCH DATA =CONCREI'E S[JPPLIF1t G ~l~I MIX Na: DATE OF SAMPLE 'I'RUCK Na: TIIKE OF SAMPLE TICKET Na: VVEA M . ~ 7O dg - SACKS C.EMENT / GY. SAMPLE TYPE L' C9 r~ P TYPE CEMENT STRUCPiIRE TYPE BATCII Td1tE /(P . SAMPIE IAC„ATION END PLACEMENT TIME ~ck AnMIxTvRFS TOTAL CiJBTC YARDS PLACED MAX AGGRT.GATE SIZE SAMPLE TAKEN FROM j 0 C.Y. oi _Z 7. I BATCH WATER (lbs) can sox 4~A4V.y Qrvg ,e? wATER:cEMENT R►TTO • q~ 3 . Notee: DESIGN STRENGTH ~ e a dcx-~'z8GFf,.q)'S • FIELD TESTIlVG DATA . ~ TEST RESULTS SPECII~iED VALUES ~ SLUMP (1/4 in.) [ASTM C 143] l'¢ I 1A CONCRIPTE TEMPERATi7RE [ASTM C1064] 70 ~f- TO fO, ° !r AIR C4NTENT (0.1%) [ASTM C 231] LS WATER ADDED (gao f o q~ L . ~ WATER:CEMENT RATIQ 1 , LABORATORY TESTIlVG DATA LAB FIEID DATE TEST A(iE S1M -ARBA . TOTAL STRENaTH TECH BREAK ' IDNo. ID REC'D DATE (Days) (sq. Ia.) LpqD (I,bs) (psi) TYPE C -341 A e~ro~ S:Z:o ~ 7 . ~ ~ . 3~ lf SAMP'LED BY~ CHECKED BY REVIEWED BY AS11vI C31,C39,C511~C617,C1231 O:MnLAII\FORMS\CONCR REPORT V2.0 3/00 ~~T~7NORTHWEST DAILY FIELD REPORT Proiect Information , Project Name: Date: SHELLEY LAKE 3 R,D 512/01 Project No.: . Report No.: C-70-S000567 23 Weather Arrivaf Time: Departure Time: CLEAR 75 DEGREES 11:00 12:30 Client: Local Representative / phone number Landmark Development Buster Heitman General Contractor: Site Representaave I phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager ! phone number Inland Asphaft Bruce Howard 509-534-9711 Page No. af 1 3 Manpower and Equipment Used 1 opecator, vibratory roller Field Observations ~ Arrived on site upon request of the contractor, and tested compacted CSTC. The entire roadway passed compaction requirements. . 1 ~ ~ STI Field R res ntative Contractor's Representative /dblyi~~ S DOCUMENT AND REFEREMCED AODENDA ARE TO BE CONSIDEREO PREUMINARY UNTIL EWED AND S(GM1(ED BY THE ' STI CONSTRUCTION ENGINEER ANDIOR STI PRO CT MANA .evDate ST roject Manager Date Corresponding Deiiciency Report No: 0 3628 East Ferry Spokane, WA 99202 JWT,f NORTHINEST (509) 534-9711 Fax (509) 534-9755 R' 7RT OF FIELD COMPACTION TESTS Date: 5/02/01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 31 Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 23 Page 2 of 3 Density Std: 48129 Moisture Std: 9321 Technician: Tim Johnson DatB Location Depth Below Wet Moisture % Dry Material Percent Psss or Retest of DT Test SG. Elevation Densiry Densiry Type Compaction Fail No. No. (pcF) Sbelley Lake Road 1 5/02/O1 10+25 CL 145.3 4.7 138.7 ~ CSTC 102 P 2 5/02/O1 11+50 CL , 140.2 4.4 134.3 CSTC 99 P 3 5/02/O1 13+30 CL 135.9 5.1 129.3 CSTC 95.4 P 4 5/02/O1 14+50 7' LT 141.9 4.3 136.0 CSTC 100 P ~ 5 5/02/O1 16+00 11' LT 134.9 4.2 129.4 CSTC 95.5 P ~5/02/O1 17+30 CL 142.4 4.7 136.0 CSTC 100 P 7 5/02/O1 18+35 10' RT 143.6 4.1 137.9 CSTC 101 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lab Sample N Description max opt. corr. Max densiry Moisture densiry ,ICST . From Tnland As"t -I 141.J 93-- • 1. Fill P. Test Results Comply With Specifications. 2: F. Test Results Do Not Comply With Specifications. 1 ,ES: vid C. Lehn aboratory Supervisor 24~ T.?S W.M. ~ ~ ' ~ S'~ ~N~,', W~E. ~oi%o o" l r ~ % . ~ N , .a ' , • i 0' * 5 ~ ll AP"Oftlt '°aIM f I~ ►~1 i 1~ . p~ No (NRAr ~ ~ ~lf; ~ • ~ ~ ~ ~ \ 4~\ ~ ~ ~ ~ ;t' ~ j ~1, ~ marA ; ~~~%'1~~ { ! ~ ft,4 ! ` {1 + l ~ I ~ ~ h, a ~ ' /f~ ~~y ~ 11 ~ pP~uyhT~, I l,f J r r ; • y~.\ , , t~ 1 11 ~ r ~ ~ '^~^Y~~' ~ , • . / f l 1 \ , , t 1.1 ~ ~ . g ! 1 t` „t , , ' ' ^ ~ ' ` ~ ~ t~'~\ R ~ 1 ~ ' l~~` ~4 ~1\~ \\~C ,i/ / ~ Ra~!i.... ` ~ab. ~ 1~ 1 ~ ti', , ~ i ; ~Y, \ ~,,.1 f~ i / i~. ~ ~ ~ ~ ~ I`\ \ \ J t 't S ` 1\~ ~ ~ ~ ~ ` ~ ` ~ ~ ♦ ~ i ~ ~1 ^ ~ •~t ~ ~G''~r•' ,~.~4i'~f7'~/ ~ ~ / \ ~ ~ ~ 1 ~ ~~1` ~ •~~,9~ ~ ,/`~f~ yf J~~' ~~,/~`//J,i~r ~ qw /i,~`; t~ y-''~. ' r''i ;~r~~• zf / , ~ ' ~ ~ ~ ~ o i \ _ J .H . .4~t~,,,,-ri i'. "i ~ r' r / R t ~ ~ , e✓',,,r.' ~ ti f'~ f~r/// / / i ~ ~ ~ , } ~l~`' ; ~•r',T' r~' ~ i% , ~ l ~ ~ `_`s' '~y ` ' ~ •~,ti ~ • ~ i ~ ~ •k~' • ~ r : Y ~ . ~ ~..lr ,+''~.._,.r/' ~ ' ~ ~f ~ rl ~ t ~ \\`"+rr.--.' ~I" . ~ ~ ~ • • , ' f ~ ~ , ~ ~ ~ ~..~r ..r Nr-'"''.-, . ~ ~ ~ ~ ~ \ ~ ~ ~ . rr y ~ ~ S l7 g 4 r 11 ~ r 1` w~ ' '1~~~ ` ` ~ 13 ~ to3b-- SMMLEY z ~ ~ r ~ ,r„'"• ; / \ _ ~ANY i ~p r l 2 1 ~ ~ ~ ~ "'~;5: ~r . / ~ , ~ • f ~ ~ ~ + J~ . ~ ~----m""aR"++~„_ /~,9~'I,~~/ ~ , • ~ `'~~j , 1 , , ',t~ ~ •"--'C'"~ .,,.r ~ r ~r~ ~ ' 1 \ ♦ / ~ur~ ; ~ ~ ~..r--}r,•..r S: . ~ ~ ~ t ~ \ ~ t ♦ Ii ~ ~ ~ i ~,,,,,,....1' . ~ ~ r ~ _ f .i' I e'"~ ~ ! r \ PLAY ~ •,f,~"" ; ; ~ ~~r / .d~'~ ~ ,r.~ ~ ~ f ` / . / /~~VIUn i~' } ` ' ~ ` , ~ J' ' r~~~ ~ i ` i f ~ ~ i / i ~ ~ ` y i r ' fi ~ ` L~ R~ I r , ' ` ~,r••'".~'"' , y ~ , ~iU / , ~ u i^"~LYKI. ~ ' ~ ,ti~ ~ f~ ~ i fJf 5M . ~ 1 S V ~ Of'4 AVT/ N SHFLLEY ~,qK ~ ~RT~~sT F~E~~ E 3 QDDITIO 3628 E. FER,~ty S0~'$r ~sMG & , REPORT # H sPO IlVSPE~ON DATE: 509•53 g ~11 FAX 242 ' 509_5344755 PAGE pF C-7"ooss7 ~ N77NORTHWEST ~ DAILY FIELD REPORT Proiect Information Project Name: Date: SHELLEY LAKE 3 9-0 5/10101 Project No.: Report No.: C-70-S000567 24 Weather Arrival Time: Departure Time: clear, mild 845 1030 Client: Local Representative 1 phone number Landmark Development Buster Heitman General Contractor. Site Representative ! phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager 1 phone number Bruce Howard 509-534-9711 Page No. of 1 2 Manpower and Equipment Used Hitachi EX370, Volvo L30B loader, vibratory smooth drum roller 4 men Field Observations I arrived on site at contractor's requesfi to observe the placement of a new manhole at the end of the existing stub on Shelley Lake Ln (-19+20, County location 164.9/8.8). At the time of my arrival, one stick of pipe (13') had been removed from the existing 10" PVC stub line and -2' of PVC added to transition from the bell end. The depth of the pipe was -20' below natural ground. With the help of the contractor, I measured the difference in elevation of the pipe between MH 23 and the end of the current length of stub as 0.42'. About one foot of pipe and a cap was placed on the inlet side of the new manhole. The manhole was placed on native, undisturbed material which had been leveled. After the manhole base was placed, but before additional barrels were added, I measured the vertical distance as 0.46'. I observed screened bedding placed over the pipe and up -3' on the manhole. Another -3' of native fill was placed and the contractor began rolling. I requested the line be re-air tested due to the construction activities. ST ield presentati Contractor's Representative THIS DOCUMENT ANO REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REV1EWED AND SIGNED BY THE STI CONSTRUCTION ENGlNEERANDIOR STI PROJECT MANAGER. Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: ~W M• ~ . ~ " ` ~ z~:'~? ~ 24, T.25 N•► R• {µG~ p ~dUNT~► W , '~,tcE _ *JDf Au 5 ~ ! ; ~ ~ ~ ~~'~~L ~f/ ~J ~J ~ ~ ; r ' ~ ' 1~ 1`~ ~ a r/~ ! r~ ~ , ,ti~,,, •,,,~ti~o.. 't ~ ,1~ ~ ti ` 1 '"aMc ~ ovu" now ' ' Jti ~ J / ' Q ~ ~~~v`~`,~~~~"' R 1 1 ,d r~ 1~~~ CLM►`~A, i t ~ / f ; ' ' , \~~'--""`ti..,, ~ ~ • ~ ~ ~ . W^~ ;;t~~•',~;;~ 1: f ;4J ~ / ~ 1°-- ~ ~,,,,ti ,r~ ti ; ~ ~._.~'r~~r '//~j~ ' j { / l / ~ ...~1`'~. ti v.• ~ , ~ ~ i~~ i ~ f~ ~/!/i ~ ~1 t, ~ /I ,.,_,..-r.,o~.a •`ti. v/'j 'i ---%Nt,+,;~: ~ _ ' - ~ f jl. , , r , ,t , •a~,.~.-. pU,T Bd~ :"1 ~j!' ~Jr ' ..t , % / _ 12 . ~ •~r,~~,;/'' ' f f / ' i ~ ~/f ~ ~ ~~jt ~ ~ ~ O ~ ^ _ ~ 1 ,'f `6~% f /~/f1 1~ ! vwn'► 5 4 "I wa ' ~ " 1~` '~n ~ r i 3 l ~ w p „+~t rut ~c~ ti ~t'~/~~ ~f ~ / ' ' ~ lr~~ , l. • ~ 6 ~ 5H ~ . ~°i,,~~, % ~ , r ~a .~Y , / ~ T 2, i, /r~ / ~ ! • ~ . \ 1 t_ ~ ` ~1 - . ~ ~ ~ ► ~ /'~~~p,r,n ~ ~ ~ ~ j ~~y~r ' ' ~ f f ' ' ' I + ; f . `^"'~1 rl f1, ~ + ~ ` ~ 't J .y~,>.e~ ~ ~ . , f ~ ~ y. 1 ~ ' ~ 1'ti „.i-~~ ~ , ~ % / : i~/r J / ~ • / 1 ~ \ r , , ` ~ti ~ O1, A1 ~ + Xi ~ ~ ~ l4'~,~' ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ \ ~ `r.,,r ~ ~ ~ 1 . f • 1 , ~i' f /"e~' V/ , ~ ~ , f, I ! ~ ` F RE , , . , . `,~~r~~a ~ . ~ . : ~ t~ ' r ~ RD App1TlON L,~ I,pI,KE 3 S~` T # ~ ~ ~.70,~oo5s7 ~ FIE~fl R~pOR~ . sTif N~RTaWEST N ~ Q E~OF ~ S ,~S,I,~G Il~ISPEC'no pAG. . . SOIL 36 OyE~ A 99202 , SP., «,~.o~tl FAX 509-534-9755 STj NORTHWEST ~ - . . DAILY FIELD REPORT Rroiect Irtfanriation . Projed Name: . Date: Shelley Lake 3rd - 5/11/01 Prosect tVo.: Report No.: c-70-so00567 25 Weather Amval Time: Departure Time: Sunny - 70° 11:00 12:30 client Local Represerttative / phone nunber Landmark Development Buster Heitman c,eneral Contractot: Site Repnesentative / phone number C& B Excavation Bob Heitman SubmUacbar STI Project Manager / phorte number Inland Asphalt Bruce Howard 509-534-9711 Page No. of . 1 1 Manpow arxf Equipment Used , (1) Tool Truck Fietd Observa4om Arrived on site upon request of the Contractor. Observed air test on Shelley Lake Lane between MH 23 and 24 STA: 17+75 - 19+25. Approx. 140' mainline, aad 20' service and 30' servive=190' 10 minutes at 4.5 PSI held. (10" SS naain) A 4dR STr,sentative Contractor's Representative THIS pOCUMENT ANp RFFERMCED ADDENDA ARE TO BE CONSIUMED PREiJMI UNTIL REVIEWED AND SIGNEO BY THE STI CON TRi1CTI0M ENGtNEER AND/OR S CT MANAGER. . z 1~/ 6~ l viewed by Date S'TI Project Manager Date Corrsspand'mg Deficisncy Report No: SM NORTHWEST ~ DAILY FIELD REPORT ProW IrformaUon Project Name: Date: Shelley Lake 3rd 6/20101 Pnoject No.: Report No.: c-70-so00567 26 Weather ~ Arrival Trme: Departure Time: Sunnymot 10:00 19 :30 Gient: Lccd Repmsentative ! phone number Landmark Development Buster Heitman ~neW CW*BCtDr Site Repmsentative ! phane numbei C& B Excavation Bob Heitman Subwnntractor STI Projd Manager I phone numbu inland Asphait Bruce Howard 509-534-9711 Page No. of , 1 3 Manpower and Equipment Used (1) paver, (2) rollers, (1) finish roller. Field Observatior►s Arrived on site upon request of the Contractor. At the time of arrival, Inland Asphalt was just completing paving of Shelley Lake Lane. Observed fmish rolling of Shelley Lake Lane to flat even surface. Density tests of roadway using Inland Asphalts rice density of 153.8 pcf., an overall average r of 93% compaction was achieved. &e- STI Field Represerrtative Contractor's Representative THIS QO(x1ME(YT IUtD REFERENCED ADDENDA ARE 70 8E CONSIDERED PRELIMI Y UNTIL REYIFWEU AND SIGNEO BY THE STI CONSTRUCTlON ENGINEER MIDJOR ST P ECT MANAGER: f/o, 71'ZO 6L ' r Reviewed by Date STI Project Manager . Date Comesponding Deficiency Report No: 2214 East Riverside Spokane, WA 99202 ,W7''/ NOftTHWEST (509) 534-9711 Faz (509) 534-9755 Rr"- `%RT OF FIELD COMPACTION TESTS Date: 6/20/01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitcnan Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 26 Page 2 of 3 Density Std: 2213 Moisture Std: 675 Technician: Tim Johnson . _ - 'j'egt Date I.pmL1on Dept Below Wet Moistwm % Dry Materia! Pencent Pess or Retest ofDT NO. SG. Elervation Dansity Doasity Typa ConTaction Fail No. (PCF) ~ Shelley Lak+e Lane ~ 1 6-20-01 10+25 right +8" 142.2 ~ 1 ~ 92 . P 2 6-20-01 11+50 ri - ht +8" 139.9 1 91 P 3 6-20-01 13+00 right ! +8" 139.8 1 , 91 ~ P 4 6-20-01 14+25 right +8" 144.0 ~ 1 94 P 5 6-20-01 ~ 16+00 right +8" 144.5 1 ~ 94 . P 6-20-41 15+00 lane A +8" 141.7 1 92 P 7 ~ 6-20-01 ~ 10+751eft +8" 139.9 ~ 1 91 P 8 ~ 6-20-01 13+00 left +8" 142.6 ~ d 93 P 9 6-20-01 .14+50 left +8" 143.2 1 93 P 10 6-20-01 16+50 left +8" 146.2 1 95 ! P 1 11 ~ 6-20-01 18+101eft +8" 145.0 1 94 P ~ ~ X Nuclear Mexhod ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 rro" # Ub smvle # nescripfion am op:. cw. Max aas;ty Moist= aendty _ - In]and Asuhalt 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specificarions. NOTES: . David C. Lehn ~ Laboratory Supervisor I~o~ r y.1.!►~-'54= f r. Z ~ i ~ a ~ ~ ~ . ti • + S t t } . g v1 {On N ~ ~ i ' ~ f l l~~ tf t~ i\i'. ~ 1~, •a `o p ~ : . r i ~ 1 y ~ , ~ ` t : ~S4 ` ~ ~ % ~ , t ~ ~ 1 ~ ` ' S` ' ;~i ; • ; ~ -i C/? % t~p ~ ~ ~ i ~ s S , ,,,u~~4'c `.y~~: ~1,UtT, ~ ~ . V ~ ~ ~ ~ ~ l ~ ~ t 1 ~ ,'t ';~,ti \ ~ : ~ t ~ ~i ~ ~ ~ ~ ~ . i ~ .t. ~ ~ ~ • ~ ► ~jl ~ , + ~ 't K,•`'~ , ~1 it I ~ , + ~ ~ ~ ~\t~ , ~ t\'a GO ~ ~ • ~ ~ , . y ` ~ • ~ , t~~.~~:: Z ~ ` ` ~ ~ . . r ~ ► 4 rt ,t 1~~~ . ao ~ ~ ~ y r ' • ~ ' ' ; i '~l ` ►t1 1'~, v ~ s y 1 ` ~ ~ . CN ra • C7 ~ ~ ~ ~ ` O~ ~ ~ S ~ ~ rl N ~ \ j ~ ■ ~ ~ ~ ~ 1 ~ : , % ~e ` f. ~ ~ ~ 1 /l ` ~~,Y~\•~7~ ~ i . / r,,/~ , C ~ f ~ ~ ~f ,d~' r''"•' ~ N . ~ / '.r' n'1`'~► . ~ ~ ~ . ~ ~ r • % ~ , Zr ♦ , . l~%/f , 1,,, ; j,,...._._ ~ , - , tl•' ; • , f I%/,l % •'r ' = - ! ~ / ~ j / ~f/>~~l~""'~`~ Z~ ~ .r ~ v,f ~ ~.s: ~ w ~ ~ ; ~ r ; . ` ~ Il i ~/~j, t~",,I~ /j/ f~,~,,~~' s-""• ~ , ,j /~-~!'~~'"f ~ 1 ' ~ r' i~ • i ~ ' Y/ - ~ ~4 . r r ~ ' ''ry 1 Cdi~'___- r- ~ 1 j ~ t ~ ~ i t ~ ~ c ~ i 'E , ~ ~ ; ~ , i , ~ 1~ ~ ""%'.,,s'~%t'~1 ; ~ tt! j ~ , ; " y r'~` L ~ ~ . . ` _.....,---i ~ ,,,.s:_ -~-~';-~i 0 ,1`a;1 ; ''b,,ti' . :~.;s•;,~,xe~ - ~ " j ! . ~ V,~ f I~ `Ij~ Mi.•! ~'K -F.fi~t ' ' 1. 1 ~ ~ l ~'a ' ~ r~,~ ~ ~ ~ t♦ r ; j~~~~ q'~ Metro.Engineering, Inc. Inspector's Daily Report Professional Civi! Engineers and Land Surveyors • IDR Sheet 1 of 1 Sheets IFinal Record Book Page Metro Report #1 I'Rl~6l IYQ WY U618 STI-Shelleyl.ake3rd Su Mo Tu W Th Fr Sa 9-Ju1-04 DIARY - Including but not limited to: a report of the days operations, time log (if applicable), orders given and received, discussions with contractor, and any applicabfe statements for the monthly estimate. Performed site visit with John Hohmnn of the Spokane Valley to discuss any/nll issues pertaining to the Shelley lake Dev.': All construction items for Shelley Lnke 3rd Addition nre in conformance with the Design Plcns. John Hohman expressed hi: concerns regnrding the size of the Drninnge Pond (AB) and the size of the rip-rap pnd. I was nsked to check the size of th. pond and evalunte the size of the rip-rnp pad per the drainage repart. Also, verification that the exisiting "punchlist" item huve been taken care of. - - -I - - I l ~ ~ ~ _ I I 9 ~I I ~I Illl q~ I IIlI III, III,II - ~ - - - - - ~ - ~ --~s - ~ F --F ~ - I I I ~ I I I , . o ~cl~ (Signed) Inspector Reviewed By Date Metro Engineering, Inc. Inspector's Daily Report Professional Civil Engineers and Lnnd Scrrveyors IDR Sheet 1 of 1 Sheets IFinal Reoord Book Page Metro Report #2 rrqmc rvo, ury uaw STI-ShelleyLake3rd ISu Mo Tu W Th Fr Sa 15-Ju1-04 DIARY - Including but not limited to: a report of the days operations, time log (if applicable), orders given and received, discussions with contractor, and any applicable statements for the monthly estimate. Site visit to inspsct the size of the Drainnge Pond and measure the rip-rap pad. Measured (taped-off) the pond bottom lengths to compare with the design plans. The constructed pond is larger than the designed pond. The three (3) drywells within the pond have hnd the rims raised to approximately 8" nbave the pond botton A portion of the pond was cleared nnd re-sodded with grass. It seemed as if the pond wns (ncking proper irragntion in the past. During the site visit, n Inndscaping/sprinkler crew was on-site fixing and testing the irrigation system for the pond ai surrounding commen area. The crew hnd finished their work prior to me leaving the site. I measured the lengths of the rip-rnp pnd and determined that the pad was much smaller than the design plans show. Further investigation of this will be needed. The majority of the curb/gutter was in good condition with minor to no cracks visable. At two (2) locations I am recommending thnt the crncks be senled to prevent ony further dnmage. This wns noted in the "punchlist" sent to Buster HeitMan dnted 7/15/04. I completed n"punchlist" of items to be corrected for Shelley Lake 3rd Addition as u follow-up to my site visit. "Punchlist' . was sent to Buster Heitman to inform him of the items remaining for the project. - ..s~-- --I --I - - u _ ~-m----- -~---I---I-- - ~ ~ - - ~ - - - ~ _ ~ - _I--- p _ ~s-- - _ - - - - a- _ I_I ~ c (Signed) ~ N Inspector Reviewed By Date Metro Engineering, Inc. Inspector's Daily Report Professiona! Civil Engineers and Land Surveyors IDR Sheet 1 of 1 Sheets IFinal Record Baok Page Metro Report #3 .,y-no. ..y U• STI-ShelleyLake3rd ISu Mo Tu W Th Fr Sal6-Aug-04 DIARY - Including but not limited to: a report of the days operations, time lag (if applicable), orders given and received, discussions with contractor, artd any applicable statements for the monthly estimate. Site Visit to visibly check the site due to "rainy" wenther conditions to inspect that the stormwnter within this project was flowing as intended on the design plans. Preparing "as-built" drawings for this project. Mnde a call to John Hohman to ask question abaut the grnvel access into the detention pond. We agreed that the depth in the pond in not substantial enough to warrnnt the use of n gravel access rond to the bottom of the pond. Therefore, the gruvel access detail on the "ns-built" plans will be eliminated. Lane A is now Carnine Lane. The npproprinte chonges will be mnde on the "as-built" drawings ~ ~ - ` I - , ~ ~ ~ - I--- ~ 1 I I _I_ I 4~F IIII I ~ I ~~II'@ IIII,II u~Vf I~ - 4-- (Signed, ~ Inspector Reviewed By Date METRO ENGINEERING, INC. Civil Engineering and Project Management Services -MC11101M To: John Hohman, City of Spokane Valley CC: Buster Heitman, Landmark Development From: Ryan Spidahl, E.I.T. Date: August 27, 2004 - Re: Shelley Lake PAddition , John, . . . 100% on-site inspection during the paving of Shelley Lake Lane was not completely provided. STI Northwest, Inc.'s final field report says they arrived at the site to test asphalt and the road was already paved. They performed compaction testing on the asphalt, which met. or -exceeded the required density. If any further testing is required on the asphalt, please notify me and I will 'relay the message to STI Northwest, Inc. andlor the owner, Buster Heitman. Testing involving the water line is not in any of the reports received by STI Northwest, Inc. I talked with Alan Bain, a representative of STI Northwest, Inc. about this issue. He informed me that the report(s) are either lost or misplaced. He also told me, and it is noted in the correspondence, that Vera Water District has tested the line and it met a11 specifications. I told Alan that a letter would be needed confirming inspection of the water line installation and trench backfill compaction. Pond AB was designed to have organic carbon testing performed on the topsoil. Information regarding this test has either been lost or was never completed. After . further investigation of the pond and the calculations, it was determined that the _ pond is larger than it was designed to be. Therefore, the pond volume at 6" depth is adequate for `208' treatrnent and the organic carbon testing will not be required. (Please reference calculation sheet on the following page.) Please call if you have any questions. S. 324 Sherman St. Spokane, Washington 99202 Ph:: 509-624-9351 Fax: 509-624-8153 SheuLct-l 0 t r-1 aJV 8I2. 7 /6 4- T'E ; PG N c) Ae LU Cq.1'"C-O 1 /U Dr' 7~'rlE CCy ~K ~5 ..3po A0 PgoJ~; (r* wA'5 C>C,S (U/j .5a PoI V P V V ~ • 4 ~G• ~ I~/ - G/ l / ' J i /-"QJ~,! ~ r~4.f . C1' i Y / r V ~"`4r~'L. ~ Yl • - Tpr, . C1k-GV [.Ar7~AJ5 w CRE RFQ.vl 4 S TaR4 C-~ ~ p6p 1'~ DF TD VOLON'1E~ a)/71-~~~ '7HC- f-GAJa. OR~~AIL)IC L'Iq-A&O/t1 77-!E'5 71"& 7H*C. M/oS614, l~ '4 ~'GtA!,f6~.! AN Tl> R60. t-t~w~.~-~Z.~ ~~-S~?~C~/ ~1~ pa~1~ S ~2~. ~~C~ ~ /w r~ Zv. L) l IeC-P-19AJ 7--C, . PoQD DN-TNm F3c~ TTz) m :F cr -U . ~ bv T°rO Nt PR\~..A ~ 2,-54Ga - ~U~~...~ ~ZD~~ .:`~(Dl:~• ° 713, dO Cp-qt-C.txA-not.-5; PotvD toT'`f>+`j p~'.f,.A + PON P,-AF- Pr' 07 ~v-c~ TN r-,Rrr--~ 1-5 r..r~ PP-o v ~ Dc- D . . ~ / . 7/3.00 D~ . (p~0 v I p, D ' s Ci7'1' t]!f PO-t~ne Valley • 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevalley.org December 9, 2004 Ms. Mimi Strom Washington Trust Bank . International Banking Department P.O. Box 2127 Spokane, WA 99210-2127 P-1750C Shelley Lake PUD - 3'd Addition Release of Roadway Improvement Letter of Credit Nos. 20407 and 20410 Dear Mimi, This is to notify you that Landmark Builders has successfully completed the roadway and drainage construction and inspection for the Shelley Lake 3rd Addition development. The City of Spokane Valley, being the legal successor to Spokane County as of the incorporation date of March 31, 2003, hereby releases all interest in Letter of Credit Nos. 20407 and 20410 in the amounts of $94,200 and $1,000 respectively. The requirements of the LOCs have been satisfied. Please contact me at (509) 688-0185 if you have any questions regarding this matter. Sincerely, ~ John V. Hohman, P.E. Senior Engineer cc: Landmark Builders Files • ~ a e ' • ~ 1 ~ 1% Q~j W Mqy ~~0 ashingtonTrust Bank S`pG~ ~ O 8 1 International Banking Department 4• , ~~J . t , IRREVOCABLE STANDBY r~~~FFR LETTER OF CREDIT NO. 20407 DATE: MAY 8, 2001 AMOUNT: $94,200.00 Spokane County Engineers . 1026 W. Broadway Spokane, WA 99260-0170 _ Attn: Ed Parry, P. E. Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit No. 20407 in your favor for the account of SHELLEY LAK.E DEVELOPMENT, c/o Landmark Builders, Inc., 8225 N. Division, Spokane, WA 99208-5714, up to the aggregate amount of NINETY-FOUR THOUSAND TWO HUNDRED AND NO/100 --------Dollars ($94,200.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to Washington Trust Bank on or before MAY 8, 2002 or any extended date covering P1750C - Shelley Lake 3`d Addition and accompanied by the following: - 1. A signed statement from Spokane County Engineer's Office reading exactly as follows: . . "I, the undersigned duly authorized representative of _Spokane County Engineer's Off'ice, hereby certify that the draft drawn under this Letter of Credit represents the amount of money required to complete the - installation of roadway improvements including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and/or other work as is incidental and related thereto in accordance with the drawings and specifications as submittcd to and approved by the Spokane County Engineer's Office. " 2. The original of this Letter of Credit. It is a condition of this Letter of Credit that it shall be automatically extended, without amendment, for an additional period of one year from the present expiration date or each fut ure expiration date, unless we have notified you in writing not less than thirty (30) days before such expiration date, that we elect not to renew this Letter of Credit. All written notification shall be sent via registered mail. Washington Trust 1=inancial Ccnter P. O. Box 2127, Spokane, Washington 99210-2127 (509) 353-4109 Fax (509) 353-3905 Spokane County Engineers Irrevocable Standby Letter of Credit No. 20407 May 8, 2001 Page Two of Two All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 20407". Any and all banking charges, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Bank, International Department, 717 W. Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before MAY 8, 2002 or any extended date. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Sincerely, Renne R. Ditton International Banking Officer RR.D/rr . , ' N . ~ M EQ 1111 AYQ Washin(~on Trust Bank SPO J' KqNc • International Banking Department IR.REVOCABLE STANDBY LETTER OF CREDIT NO. 20410 DATE: MAY 8, 2001 AMOUNT: $1,000.00 Spokane County Engineers 1026 W. Broadway - Spokane, WA 99260-0170 Attn: Ed Parry, P.E. Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit No. 20410 in your favor for the account of SHELLEY LAKE DEVELOPMENT, c/o Landmark Builders, Inc., 8225 N. Division, Spokane, WA 99208-5714, up to the aggregate amount of ONE THOUSAND AND NO/100 --------Dollars ($1,000.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to Washington Trust Bank on or before MAY 8, 2002 or any extended date covering P1750C - Shelley Lake 3" Addition and accompanied by the following: 1. A signetl statement from the Spokane County Engineer's Office reading exactly as follows: "I, the undersigned duly authorized representative of the Spokane County Engineer's Office, hereby certify that the draft drawn under this letter of credit represents the amount of money required to complete the construction inspection of roadway improvements including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and/or other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and. approved by the Spokane County Engineer's Office. " 2. The original oi this L,ctter of Credii. It is a condition of this Letter of Credit that it shall be automatically extended, without amendment, for an additional period of one year from the present expiration date or each fu ture expiration date, unless we have notified you in writing not less than thirty (30) days before such expiration date, that we elect not to renew this Letter of Credit. All written notification shall be sent via registered mail. Washington Trust rinancial Center P. O. aox 2127, Spokane, V1'ashingtdn 99210-2127 (509) 353-4109 Fax (509) 353-3905 . .A • w • Spokane County Engineers Irrevocable Standby Letter of Credit No. 20410 May 8, 2001 Page Two of Two All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 20410". Any and all banking charges, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bona fide hoiders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Bank, International Department, 717 W. Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before MAY 8, 2002 or any extended date. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Sincerely, ~ Renne R. Ditton International Banking Officer RR.D/rr , • . BOND ESTIMATE * Project Name: Shelley Lake 3rd Addition Project Number. P-1750C - Date: May 8, 2001 ~ Prepared by: Cmdy Callan &U;UIT C037 Ibem Description Qty Unit Unit Price Total Drainage Items 1 Drywell, Type B(ind. backfill, fitter fabric, frame & grate) 3 EA $2,700.00 $8,100 2 Catchbasin, Type 1 2 EA $800.00 1,600 3 Metal Frame Type 2 and Grate Type 2 2 EA $300.00 600 4 Pipe, 12-inch HDPE 72 LF $20.00 1,440 5 Pipe, 12-inch PVC 25 LF $18.00 450 6 Pond Access Road 4.4 CY $24.00 107 7 Pond Excavation ind. Haul 72 CY $12.00 864 8 Ditch Excavation Ind. Haul 32 CY $12.00 384 9 Sod ' 250 SY $8.00 2,000 10 Seed, Fertilize and Mulch 0.2 AC $2,000.00 400 11 Topsoil 15 CY $6.00 90 12 Riprap Outfall Pad . 9 CY $50.00 450 Non-standard Drainage Ibems: Temporary Pond Outflow 13 Washed Drain Rock 38 CY $15.50 589 14 Pipe, 8-inch PVC 32 LF $18.00 576 15 Filter Fabric 30 SY $1.75 53 Roadway tbems 16 Asphaft Concrete 324 TN $45.00 14,580 17 Top Course . 580 CY $24.00 13,920 18 Rough Grade 750 CY $10.00 7,500 19 Curb, Type R 2,050 LF $9.00 181450 20 Street Signs 1 EA $100.00 100 Erosion Control tbems 21 Sitt Fence 1,215 LF $4.00 4,860 22 Rock Construction Entry 225 SY $16.00 3,600 Subtotal $80,712 Subtotal, including 3% inflation from year 2001 to 2003 $85,628 TOTAL, INCLUDING 1.1 MULTIPLIER $94,200 Inspection tnspeCtion 9 STA $500.00 $4,500 TOTAL INSPECTION $4,500 ~ ~ The devet,ope►- was a~pwcd -to use 41,0+ for tnSpect io becau5e th~ _ ...n r,,., .4 r f.,, ~ 0- A 1~. 11 A.t PA Q. I rh P 0 P bo nd t A. el r- BOND ESTIMATE ~ Project Name: Shelley Lake 3rci Addition , Project Number. P-1750C re` - .4 Dcift: nnay 1, 2001 ~ Prepared by: Cindy Callan P. ~ s~~~;~If c(xJI~TY Item Description Qty Unit Unit Price Total Drainage Items 1 Drywell, Type B (incl. backfill, filter fabric, frame & grate) 3 EA $2,700.00 $8,100 2 Catchbasin, Type 1 2 EA $800.00 1,600 3 Metal Frame Type 2 and Grate Type 2 2 EA $300.00 600 4 Pipe, 12-inch HDPE 72 LF $20.00 1,440 5 Pipe, 12-inch PVC 25 LF $18.00 450 6 Pond Access Road 4.4 CY $24.00 107 7 Pond Excavation Incl. Haul 72 CY $12.00 864 8 Ditch Excavation Incl. Haul 32 CY $12.00 384 9 Sod 250 SY $8.00 2,000 10 Seed, Fertilize and Mulch 0.2 AC $2,000.00 400 11 Topsoil 15 CY $6.00 90 12 Riprap Outfall Pad 9 CY $50.00 450 Non-standard Drainage Items: Temporary Pond Outflow 13 Washed Drain Rock 38 CY $15.50 589 14 Pipe, 8-inch PVC 32 LF $18.00 576 15 Fitter Fabric 30 SY $1.75 53 Roadway Items 16 Asphatt Concrete 324 TN $45.00 14,580 17 Top Course 580 CY $24.00 13,920 18 Rough Grade - 750 CY $10.00 7,500 19 Curb, Type R 2,050 LF $9.00 18,450 20 Street Signs 1 EA $100.00 100 Erosion Control Items 21 Silt Fence 1,215 LF $4.00 4,860 22 Rock Construction Entry 225 SY $16.00 3,600 Subtotal $80,712 Subtotal, including 3% inflation from year 2001 to 2003 $85,628 TOTAL, INCLUDING 1.1 MULTIPLIER $94,200 R.-,POKANE COUNTY OFFICE OF COUNTY ENGINEERS • ~ . % CALCULATION SHEET Description: aua,14TE'S Project No.: 17 5 O G Calc. by: Cr. Date: y~ 3 D~ ZDO I Title: Lake, ~ r--~ Checked by : Dote : ~ Sheet of 3 Notos : 1 , ~r rv P(PC ~F~ V\j ~ T'S G a 1LZ ~ . t .r.,,a-~~ 2c~. i.. - l 2" N- nV-2 J~~ r~ 1) e 12~~ _ ea,. p 2`+~ f~ x~-+"~ l`~ • 2 U. x ro q. s x ~ . 'Z~ 0 C,-~ _ wo.s ~~~►ec~ PVG : . = - 'CA 6rdm r'oG~. Gf- C . ~ 9 ~t x ~34ea-- 2-~6SF= 2~1 s~ , 6 i Li- Ff,-nce. ' 21 e ~ G + l Sa 12 G -2--7 01- ( 20 -r t -7 S Z; RDCI~. co n s-huc -ho fl1 zC,bo s-~-= 2 25 s ~ , ~ . SPOKANE COUNTY OFFICE OF COUNTY ENGiNEERc- #I ~ CALCULATION SHEET • ' ~c~c_. Description: •~-~n-~~~ ~'~e ~ ~ ~C~c~- Project No.: 7 Calc. by: CIC" Date: y f a0 ~Ol Title: ShGi(evi ',aKC Checked by : Date : Sheet ~j of 3 Notos : L,,av.c,. I,o~ne. ~o +oo -tO 9 z, 2.6~ 1 r1'Y~ r~`/ t`-N 'rt,~i- 1'•~it ,V . ,Oad, x t T-p-r. j ~ X 00 ft ~ C.,~ ~ ~ . . , , . i?~ \1 rv~ ~ ~ ~1 \1 c- tn1 NY - ~p p''oX . 4 oo f-t. 60 1~g . . ; _ . t 4 0 D F i X I I dG --t ;-14 C,oLlr 5 e ~ . . . ~ ; • ~ : ~ . ~ ~ ` ~ , ~ r-- -p . • ~ . _ . _ _ _ . ' ' - - - - • . ~ _ ~ . . ~ ; . . • - ~ J, . . . _ t ~ - • ~ - - ± T " _ . ~ ; - ' . . ~ ' . ~ ~ Aqvro x , 120 F ~ l omc o- - t x w t C,0 wr sC, D-0 ~--C - ~ ~0Uq4A G~R.GLC. - 12 C~ f I x. 2(0 x J ` ~ ~ SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS CALCULATION SNEET Description: pollc(6 Project No.: 7 Calc. by: Date: ~ I~7n I 0 1 Title: ~Lc +_~G E% ct Checked by : ~ Date : Sheet of 3 Notes : ~o f.u~ • ~f I Z (2), TU v c_ ou r~, e ;xcn va-4.o r1 = 1~91 t g c.< -'o ~D, L L = 22 I~0 sF x ~ ~ oc{ 221 d S~- . . . . . -f ~ . ~ -72-c~ f . , , „ . ~ee ZSc~o ~sf ~ , . . , - j - - ~ _ . _ . ~ . . : - - . - ' " , ~ ~ 1 f e --r r-- ' - ' t n . -Te vo rQ r~ Po n /-I ~ ~ ; - ; . . ~ ' . . ; . ~ eKCavabOa - nCq't i., ~al,aIG ~ ~ . - . ,Sf-= 4po S : T'-~rnpU►`~G~-~ pro~«~a.c, C 1~ t 1 C~~ ~ 'Exca.va-tzvn : ~00 -~-t ~ cjced = 500 k~ x 5~t 2(;00 s 1 , , - . . , OFFICE OF THE COUN'TY ENGINEER SPOKANE COUNTY, WASHINGTON TO: CHAD COLES FROM: DAVE BERTO DATE: May 9, 2001 SUBJECT: BOND ITEMS P 1750C SHELLEY LAKE 3RD ADD The bond for the above-mentioned project is for the following items: 1) All the items on the approved road and drainage plans. SKa,uc mum uamrs axmiu~n"" 9SYVlts ' rua ia 1m4 tr4 aL~aa] ot ~w 20e1_ $HELLEY LAKE 1 rA:36.Lu.i,ee~~.~,7y ~~.es+ m..~w+r (r[.+1 tau ~ nw~..+r. A tloe. r.w ~..~M/`i ~ a ~n• r.q~.ri er Y.G-l~P~91/~ Pm.' '~I BK dl a.bw a..a, .w mr ~nn. n~ ~ mn u tiw.'t.a~i 6Q1fl. fg ~ ` ~ i... ~ww ~/g• Soaare [amty W6ia or D~W/7 t.-.sa..ww tirM~nwMi nwiAarnpv[u[rwi 11'E B• t a+.. w+r~ bn. f a~sen ei M muc ~rry nco...v„~c,M ~i'e ~9' _~Nj6•~~ ~ y~DT I~ wW b ~wl b M+YN AM Mriw~ MM~ M(~ P~I ~~twi ~a~is~~m~taaml a 91~.1 xS,~ tiVMM~rY1~AIMeMNdMy A wnM 10u I.~n w. a+A rm~ n~i W. aw w 0..~a N~S ~ Mmib~ -Nd baa.i+o~ia r..w e ir A.. p w~a wa.~ ea 9v nnur 9~ 15 , N 19 ~u.~i. ~ I w w.wi hwr n. aee~ s~.n w wn n. ~ r wo. ex. ,~yt _~i.l1' \ r 1 1W Uw MlY AU FCW me b 11W Yw~ w1 Mwqw • ~ / •M ~i i . ~ 11.30 ~ 8 , vt/ , 7 . • , c,wru ~S~ °o~~ n.7.° o :Q~.le v '+w ; 1aN• " ~ ~ V SHELLEY LAKE ' t , Z 6 ' 1i7n .r ,ncN w~ ti " ~ pQ 1~'g19 ~f 5 V iarY"cn o ~SS 1~d OATUM ~~nue ~a~o sr 4g cy -+---z,- a 1 • i ~ ° ~ ' 1', ■.nowu xaxnc %cetta atuw (56 PRIVATE STREET ,A ~ B •rca ~ I ~ ~s~ ~ j anntrv's MoIE no A N~y~~jE•~ ~j p.lp1 ~ t / .b%a~$ ~ BUILDING SETBACKS ~1 J , ~iwaw4txnM!-~ 1 9`\? a~uirq1nlA~~~cNr NIS 1 F~ t0~ nu s~o ~nx ~B t~an ntr►Y~ xiur ua p~~ M1w 1Yt I ILLnlp \ `~G ~ )117blBfD n r D}F y V ~ 4 V I \ ytA F(4 r~LACRM StAR •dii 6h~¢n.G~ tumulWle~t.D i YwMrrutc0.ac~a ~ F~'9 ~ ~y~ 1~ ~ ~ r i Y,~A• iaim s Q AAdAL BEAMNGS ~ CUAOE iNFORYAitON 3 Y ~ ~pg'~f~ $ .awn tSII, . ~ e I ~ 1 ~ ~ ~ M~ u~y ~ 6~~0 d~ ud94 Y p R e ~i onKrr a i ~ ' .S ~ ' 1ffY ~,J7~!a' ]J.l17 Si 2Qu 0 - - \ y 'T-'~'•-r " _ • / 3 I dS /n rOUtuh a,,~ ~ ~ M]4R ^ ~ 4!n[.•. I ~ ~ a~ ryr]r TRACT A" m~ t ":'t•:^ ii 91 ~ 91'" . , f SHELLEY LAKE ' ~5 +r.R~• i;, ~ a ,.i° GO o ww WDI A , c~ ~R mA 410 ' g i i 1_~ _c~~. ~ r 1 moonK ri ~ r,' a Yn i I 1 f 1 22 Y / 90 ok 21.7lJ Si l ~m h5 ~ I N~ 0 845 A~ cm~r v~su_ .a' yw a u*un yt" ia+i, u e= B~ <~';S i~e"aff^ ,._i,~iu~K.~ 1,1 ~ 81I ~ ` et S3 i V-,: n:9. „ 1 WVM11YJI h ~ ~ IIRwOR~1Il ~ ~ 711 839 u~~~ e , SHELLY LAK f d m m •tc~~ lar' ,r•r r~~ c•'~ ~.,o i,i, u y i TI --w4 ~yQ~u7n euaAa/.l iiY m~ rS. _SHELLEY IAKE LANE ~ ~ g44 ~ J~'r ~ e e ~ ; -r• - - ~union iwov r ~ ~ TUIQNT INfORMA1qN 1J 10 W~ 5a' u M1 ~'i J~\ 13,459 Y 'ot 1 ~fn ~ 7 i uinrz ~}~t~i ~ g 4 '%r 1ntta3 mimutt a mmf w 7 'S ~+4:6 sr ~ ~ J~ i's _ T r.T n 9.wi s g" o ~ 1zAV s~ ` n: 4 O 1 ~p \ 1 \}J~. ~ rnb ms ~«.aour .ee,m,o e wn.i i,me~ e~ m~ > wev m) ~ ~ - w 3 " ,c q~, ,y a w, /~J. } ~ Fxee!~on ~ emfvmma .In In~ r~whmml~ at me 3VWme o.nCi, " s~ea.~ aae,~.. n 9 + ► +.ra. ss 4 T ~~nw: Q~e1n al o ~6'' nm, . a T 3 q~~ ~a 12 Po~1•~.tO~J..u. s ~ T~~. ~ • _-'4~ 70~ N)Bt 93i1 M C 44 ~oU' .C~1b 8~0.1 4 J~•~ ~M bb J R uoa.: S h q,~e'q Sz ~ ~{y,~~, eJ"p ~ , y~~ ~ ' anneet. wmee ieu~i SB1'~CS~W Ng~~ f, ~ eas~ro~~w ~f ry ~n,~~y y ~ i~~ t ~ s~ , ~ 9 \ .~w , • ~ r~ ti,M C,~ ~ awa s ~ n.'a"eunn ~ m~c+ u.a.m 1 f; ) c! ~ ~f•Jr ,i+ ~ ~ ~~~J'i 4 13 ~ BASIS Of BEARINGS MC NEUMC 7 MOD'4013T W IIE USf Ilt Of lDl 7, \ 91H LANE y ALOCK t uF s tuEr Lw[ 7w AoDmO■, As sHO■x w tM l9'y I°sn i l` ~i~a •'v ~~'00~ y PLAT Ew sUXD ~S nc ea°vs Ma K~rxwcs ro 'xAoIis w'.' u v. 24'22-13hY (R) I UNPLATTED 30.00, LEcENo ia o~ w i:.oo. s o-raw I/r a.o nc s„wm voou ~ I " I091' op D-OICI lWC 2v0 +DdnOw w~~ MnM aTKR.3E ~ ~ r~. ~g 02 + q~ SR, lr IIEM,4 «/~C y,.WED ~ (Unts; oMPw% notto) r9 •-a-C+6 Mxo w KU.D.ar -im aviKe i. , iICQJRACY STh1ENENi. s-a■mnOt ~auutMr ~ TMn swVL'Y rAs vtaanrtn uv+c A mcmi cn ns rzN-utaw 1234 -srmC[r Aoorts g THtooourt AND uttmaac nswrcc unca rcln m.tcxsE kCTNms w.[o Wcac rcn wu xt-uo-oo Mcnox x' ~ F(NAL PLAT ~ suaVsrna's rmrzs OF ' MARE" M` SUROM,g°" IS '°„'CMS Nw NE SHELLEY LAKE THIRD ADDITION ~ 7 iNC MEA Cf M[ PF~YA$ fl01D (~ACS Y) IS 7Q9f.5 $W/A[ RIi. ! -EA11CA pAtW 15 B' 61 fdMD ECIGW,Ri IIY•71 'U 9HW(p 1/i P(2AR FAOfUpNC IROu pRpC( µW1Yf,N1, lOC+11D Ai MC lpJM/si (1q a eaocc au aI5a ~S„,~ ~„O,.~ ~n um caw~+n r,~ w aw174 0314 e arzo rAr n. 19m ~ sw sE (A PLANNED UNIT DEVELOPMENT) ncvA00-•2074Ie7 wCv,. SECTION. 24, T.25N., R.44 E.W.M. fi Ct Aeod~ta hc . su dt ma vur a s~tun u~ IA auam uni MMnrou[wp, i ~0• ~bi00~ivrsqM ~~:non a rutt. e+RS 59-t, rta MOitroN4 SCCtqn LOCATED IN SHEET 2 OF 2 SPOKANE COUNTY, WASHINGTON 3t . er tj ~ p 1 f ' o.QSI ~ lrii.,stuc 2 9 4 id n C 7 q~", _ ~ 1 ~AL~ 2vM1,Fr-SA6._ ~ . - - L ,~g,.~ . .v 2 40 O :~a~~~- A~ 5. .'s , ~ ~ ~ • t ~ ~ SMELLEY LAKEI S•o4Ac. ` ' ~.e• GRavEI t 'I d , I 18, ' •~19 1. ~w 40 b ~ ~ 1 m ~ 'a~ < PIT ai Sro.cod' 1 0 ~ ~ W•~•~~ ~ t ~a i ~ ~ ~ ut 1 LI~ G n^ ~ i. i IZ d-•----i-~ l~ i`rr` ~ ~T 01. J~ Q• - 4% , _ FOUQT ~ 'UE1°~ NQ . :lo' ~S MELLEr O - - ~ ~ ~ • ~l, ~ s' C14"~ Av N~ '2160 0' ~ ~ ~ u p - _ - z I. . ~ ~ • * '0 ~ K ~ S tii• ~ ~ ~o ~ e~ 4 4/ S~ ~ ~g ~ ~ s r M t. 2 t~ 4 fn S~ S M~~ • • ' ~ f ~ ! ~ ~ Y J ~ EL ~ ~ , i ,a 5 ~ ~ . 6Ra5o9 nj ~ r ~ • / 'Tti{* I•~• ~ 1 ,43 i9+o0A.R 0 ~ ~ 1 ttf ~'v j' ' n 1 V N ~ !,JO . f2 r ' n ~ II ~ ~ ~ ► ~ •n• r l~ q • ~ ~ / 3 r' ~ 10 t ~ e• ~ „(L_ ~ e u to ~ ~ 0 , ~ (1 wvacee~' 1 ~ ~e Fd..~O 1 • I a n u !'h\ . ~ , I i ~ w. ; I , . `f ~lf C• h m a n , 4 w ~ t ttEK?Jn 1 Q,J ; u.e ff'~ ~ e ~C) LLL1~J I 9 fy~s'/9'C - ?s2~.lID' yac• ; ;il „ ~,r- :R. , :Ge S T ~ I~ ~ t e ~ e . ~ e ~ e i~`wr4~~ irl~~ • bow I t+ 2 II ~ ~ ~ie~c•re~ . . i ~ t 1 'y~,• D ' ~ •+~6 ! 1-~T I 1 V e ~ ~ ~ ~ • r 1e , a. , # • A. ~ ~ . ~ + eU ~i I~CP rt ~ ' ~ \ 0 (I L ~ ~ c : ~y 4 ~ ser~a~az•E- ~a3s.e~• i, gYE N ~ 14 I ~ ' ' „o II b \ J; ° , s ~I I J ~ ~ • 2 c `d/( " ~ r ~I J a r7 ! r N( t ~ t I . Page 1 of 2 s : Allan Jackson From: Allan Jackson Sent: Tuesday, March 07, 2006 9:21 AM To: Alysa Wiyrick Cc: John Hohman Subject: Results of review on PE1472, PE1553, PE1571, & PE1750C Alysa, We have reviewed the following projects and recommend that they all be considered closed. We will mark the surety inspection spreadsheet accordingly unless we hear differently from you. On some projects we were not able to track down the bonding company from information available in the files. For these, and other similar projects, we will still consider them closed but enter unflnished or unsatisfactory work in the Comments column in the spreadsheet in case the bond resurfaces, although unlikely, allowing a final chance to make corrections. PE 1472 - Summer Addition This work included adding north and soutll ACP tapers and cu.rbing on the north side of Valley Way on the west side at the Vista Road intersection. Tliis work was approved for construction and a construction bond issued on 4/25/84. Indemnity Company of North America, the bonding company, ,was contacted but had no information pertaining to the bond as the company was reorganized in 1989. It is doubtful the bond is still in effect. The work was never accomplished. Recommendation - It is unlikely this work will ever be done as per the approved drawings. Consider this project closed without further action. PE 1553 - Jeffrey's Addition This 1991 project included 209' of shoulder widening and ACP paving for two lots on the east side of Corbin Road north of Cowley Avenue, constructing curb in same area, and installing a dxywell at the northeast corner of Corbin and Cowley. Only the drywell appears to have been constructed. A duplex and single residence has been built on the two lots. Project records verify the roadway work was not finished in 1994 and Dave Berto, Spokane County Plat Compliance Surveyor, recommended taking the bond to complete. I tried to contact the bond holder, Surety Insurance Services of the N.W. but none of - the addresses or telephone numbers found in the files is still valid. :Recommendation - The current configuration without ACP widening and curb is consistent with other areas along Corbin Road. The drywell is in the lowest area and likely working as intended. Unless the principal, G.J.'s Framing Company, (no longer listed in directory but possibly may be the same firm listed as G.J.'s General Contractors Inc.) is willing to provide up-to-date information, it appears there is little that can be done. Let me know if you want to take this step, otherwise consider this project closed. PE 1571- Carnahan Crest This project was completed and a bond release requested by the developer in 1994. We verified that work noted in a punch list dated 6/16/94 has been completed. Verril Smale re-reviewed the project on 9/7/01 and recommended the bond be released. Bonding information for five bonds is contained in the 3/7/2006 Page 2 of 2 ~ files but no formal release of any of them was found. Tried to call Ted Clark, developer, to see if all bonds had been released but telephone numbers for him are no longer valid. Recommendation - Consider this project closed without further action. el ' 'on i i ~ Called Washington Trust Bank to verify two Letters of Credit dated 5/8/01 are still valid. Rachelle said both accounts were closed over one year ago and that release dates for their closure would need to be retrieved from archived files. I told her that is not necessary. There is a punch list and certification package in project files but no evidence that the punch list had been checked to see if the work had been done or the certification package reviewed. Recommendation - Consider this project closed without further action. Please let me know if you have any questions. Allan Jackson 3/7/2006 ~ . ~ ~t 1111 Mqy ~D Washington Trust Bank Spo 0,6 International Banking Department k'~N£ C~ ?~OJ , ~ 01G/1V IRREVOCABLE STANDBY LETTER OF CREDIT NO. 20407 DATE: MAY 8, 2001 AMOUNT: $94,200.00 Spokane County Engineers 1026 W. Broadway Spokane, WA 99260-0170 Attn: Ed Parry, P.E. Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit No. 20407 in your favor for the account of SHELLEY LAKE DEVELOPMENT, c/o Landmark Builders, Inc., 8225 N. Division, Spokane, WA 99208-5714, up to the aggregate amount of NINETY-FOUR THOUSAND TWO HUNDRED AND N01100 --------Dollars ($94,200.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to Washington Trust Bank on or before MAY 8, 2002 or any extended date covering P1750C - Shelley Lake 3' Addition and accompanied by the following: 1. A signed statement from Spokane County Engineer's Office reading exactly as follows : "I, the undersigned duly authorized representative of Spokane County Engineer's Office, hereby certify that the draft drawn under this Letter of Credit represents the amount of money required to complete the installation of roadway improvements including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and/or other work as is incidental and related thereto in accordance witil the drawings ancl specific;ations as subrniLled to and apFroved by t~':e, Spokane County Engineer's Office. " 2. The original of this Letter of Credit. It is a condition of this Letter of Credit that it shall be automatically extended, without amendment, for an additional period of one year from the present expiration date or each future expiration date, unless we have notified you in writing not less than thirty (30) days before such expiration date, that we elect not to renew this Letter of Credit. All written notification sha11 be sent via registered mail. Washington Trust Financial Center P. O. Box 2127, Spokane, Washington 99210-2127 (509) 3534109 Fax (509) 353-3905 ~ \ ♦ a . Spokane Counry Engineers Irrevocable Standby Letter of Credit No. 20407 May 8, 2001 Page Two of Two All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 20407". Any and all banking charges, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bona fide ho?ders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Baril:, International Department, 717 W. Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before MAY 8, 2002 or any extended date. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Sincerely, W4-*t ~,w wn;j Renne R. Ditton International Banking Officer RRD/rr - • 74 ~ VFp - ~~~1 SPa MQyo 8 zao~ Washins~tonTrust Bank u; International Banlcing Department V jV'EIVG"NEER IRREVOCABLE STANDBY LETTER OF CREDIT NO. 20410 DATE: MAY 8, 2001 AMOUNT: $1,000.00 Spokane County Engineers 1026 W. Broadway Spokane, WA 99260-0170 Attn: Ed Parry, P.E. Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit No. 20410 in your favor for the account of SHELLEY LAKE DEVELOPMENT, c/o Landmark Builders, Inc., 8225 N. Division, Spokane, WA 99208-5714, up to the aggregate amount of ONE THOUSAND AND N01100 --------Dollars ($1,000.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to Washington Trust Bank on or before MAY 8, 2002 or any extended date covering P 1750C - Shelley Lake 3`dAddition and accompanied by the following : 1. A signed statement from the Spokane County Engineer's Office reading exactly as follows: "I, the undersigned duly authorized representative of the Spokane County Engineer's Office, hereby certify that the draft drawn under this letter of credit represents the amount of money required to complete the construction inspection of roadway improvements including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and/or other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office. " 2. 'L he original of this LeLler of Crcdii. It is a condition of this Letter of Credit that it shall be automatically extended, without amendment, for an additional period of one year from the present expiration date or each fu ture expiration date, unless we have notified you in writing not less than thirty (30) days before such expiration date, that we elect not to renew this Letter of Credit. All written notification shall be . sent via registered mail. ' Washington Trust Financial Center P. O. Box 2127, Spokane, Washington 99210-2127 (509) 3534109 Fax (509) 353-3905 Spokane County Engineers Irrevocable Standby Letter of Credit No. 20410 May 8, 2001 Page Two of Two All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 20410". Any and all banking charges, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bora fide halders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Bank, International Department, 717 W. Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before MAY 8, 2002 or any extended date. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500. Sincerely, Renne R. Ditton International Banking Officer RRD/rr OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: CHAD COLES FROM: DAVE BERTO DATE: May 9, 2001 SUBJECT: BOND ITEMS P 1750C SHELLEY LAKE 3P'D ADD The bond for the above-mentioned project is for the following items: 1) All the items on the approved road and drainage plans. BOND ESTIMATE * . Project Name: Shelley Lake 3rd Addition 1 Project Number: P-1750C Date: May 8, 2001 ~ Prepared by: Cindy Callan ftfflf CLWly Unit Unit Price Total - Drainage Items , 1 Drywefl, Type B(inci. backfill, fifter fabric, frame & grate) 3 EA $2,700.00 $8,100 2 Catchbasin, Type 1 2 EA $800.00 1,600 3 Metal Frame Type 2 and Grate Type 2 2 EA $300.00 600 4 Pipe, 12-inch HDPE 72 LF $20.00 1,440 5 Pipe, 12-inch PVC 25 LF $18.00 450 6 Pond Access Road 4.4 CY $24.00 107 7 Pond Excavation Ind. Haul 72 CY $12.00 864 8 Ditch Excavation Ind. Haul 32 CY $12.00 384 9 Sod 250 SY $8.00 2,000 10 Seed, Fertitize and Mulch 0.2 AC $2,000.00 400 11 Topsoil 15 CY $6.00 90 12 Riprap Outfall Pad 9 CY $50.00 450 Non-standard Drainage Items: Temporary Pond Outflow 13 Vilashed Drain Rock 38 CY $15.50 589 14 Pipe, 8-inch PVC 32 LF $18.00 576 15 Fitter Fabric 30 SY $1.75 53 Roadway ftems , 16 Asphalt Concxete 324 TN $45.00 14,580 17 Top Course 580 CY $24.00 13,920 18 Rough Grade 750 CY $10.00 7,500 19 Curb, Type R 2,050 LF $9.00 18,450 20 Street Signs 1 EA $100.00 100 Erosion Corrtnol items , 21 Sitt Fence 1,215 LF $4.00 4,860 22 Rock Construction Entry 225 SY $16.00 3,600 Subtotal $80,712 Subtotal, including 3% inflation from year 2001 to 2003 $85,628 TOTAL, IIdCLUDING 1.1 MULTIPLIER $94,200 tnspection , Inspection 9 STA $500.00 $4,500 TOTAL INSPECTION $4,500 ~ *f The devel.oper was all,owed to use 41►ooo for tnspcct~iorl. becau5e the exo"~,t, o~,rr,ounC wa.s not cr,lcutated at +'ime oP bondi~. cc~ . .RaduGed . BOND ESTIMATE Project Name: Shelley Lake 3rd Addition Project Number: P-1750C Date: 3701900% Prepared by: Cindy-Callan spmft (OJKIY ~ pa ~ item Description Qty Unit Unit Price Total ~ Drainage Items %Retain , 1 Drywell, Type B(incl. bac 15% 3 EA $2,700.00 $1,215 2 Catchbasin, Type 1 15% 2 EA $800.00 240 3 Metal Frame Type 2 and 15% 2 EA $300.00 90 4 Pipe, 12-inch HDPE 15% 72 LF $20.00 216 5 Pipe, 12-inch PVC 15% 25 LF $18.00 68 6 Pond Access Road 15% 4.4 CY $24.00 16 7 Pond Excavation Incl. Ha 50% 72 CY $12.00 432 - 8 Ditch Excavation Incl. Ha 100% 32 CY $12.00 384 9 Sod 100% 250 SY $8.00 2,000 10 Seed, Fertilize and Mulcf 100% 0.2 AC $2,000.00 400 11 Topsoil 100% 15 CY $6.00 90 12 Riprap Outfall Pad 100% 9 CY $50.00 450 Non-standard Drainage Items: TemQorary Pond Outflow 13 Washed Drain Rock 15% 38 CY $15.50 88 14 Pipe, 8-inch PVC 15% 32 LF $18.00 88 15 FiPter Fabric 15% 30 SY $1.75 8 Roadway Items 16 AsphaK Concrete 100% 324 TN $45.00 14,580 . 17 Top Course 50% 580 CY $24.00 13,920 18 Rough Grade 15% 750 CY $10.00 1,125 19 Cu►'b, Type R 20% 2,050 LF $9.00 3,690 20 Street Signs 100% 1 EA $100.00 100 Erosion Control Items 21 Sift Fence 100% 1,215 LF $4.00 4,860 22 Rock Construction Entry 10% 225 SY $16.00 360 Subtotal $44,420 . Subtotal, including 3% inflation from year 2001 to 2003 $47,125 TOTAL, INCLUDING 1.1 MULTIPLIER $51,800 Inspection Inspection 9 STA $500.00 $4,500 TOTAL INSPECTION $4,500 i BOND ESTIMATE Project Name: Shelley Lake 3rd Addition Project Number: P-1750C Date: May 20Oi1 Prepared by: Cindy Callan fwg S~I~K~rm taDUI~TY ft,e_m. r>Descnp"tion7 - Unit-Price Total Drainage Items 1 Drywell, Type B(incl. backfill, filter fabric, frame & grate) 3 EA $2,700.00 $8,100 2 Catchbasin, Type 1 2 EA $800.00 1,600 3 Metal Frame Type 2 and Grate Type 2 2 EA $300.00 600 4 Pipe, 12-inch HDPE 72 LF $20.00 1,440 5 Pipe, 12-inch PVC 25 LF $18.00 450 6 Pond Access Road 4.4 CY $24.00 107 7 Pond Excavation Incl. Haul 72 CY $12.00 864 8 Ditch Excavation Incl. Haul 32 CY $12.00 384 9 Sod 250 SY $8.00 2,000 10 Seed, Fertilize and Mulch 0.2 AC $2,000.00 400 11 Topsoil 15 CY $6.00 90 12 Riprap Outfall Pad 9 CY $50.00 450 Non-standard Drainage Items: Temporary Pond Outflow 13 Washed Drain Rock 38 CY $15.50 589 14 Pipe, 8-inch PVC 32 LF $18.00 576 15 Filter Fabric 30 SY $1.75 53 Roadway Items 16 Asphatt Concrete • 324 TN $45.00 14,580 17 Top Course 580 . CY. $24.00 13,920 18 Rough Grade 750 CY $10.00 7,500 19 Curb, Type R 2,050 LF ' $9.00 18,450 20 Street Signs 1 EA $100.00 100 Erosion Control Items 21 Silt Fence 1,215 LF $4.00 4,860 22 Rock Construction Entry 225 SY $16.00 3,600 Subtotal $80,712 Subtotal, including 3% inflation from year 2001 to 2003 $85,628 TOTAL, INCLUDING 1.1 MULTIPLIER $94,200 N ~ . gR 4509 L .z L 1 , `P s ,~119 +00 A.P 3 s , ~6 : r ~ • f s K i,. ' w . , ~ ,n ~ 6 ~ ~ • s . t~ n ~o ,r, 5 v~ 1f `A y 7 'O~ 4 .^.'i~ ~ • ' ~ ~ •t t0 t ti, p,, t~ . • ,A. - ~ r. • `o ~~Q V ' . ' . ~ ~ ~e ~t ~A ' ~ I • ,o , • + " ' ~ 1 • .a +z r ~ a ~ •,i.. ,t+ , ~ Y z ~ ~ t~ •A < 3 4 .t, •s y40 cFovrx.~~R~ r ~O ~r ~ 4 ! t , `4A • I~ ' ~J~ t , Q ? M C~.. h ~ , .,~~~9•~ ~ ?~T 1 •~-~,,.t• 1 R~.rr~ ` RK I te p~' . ' $ ' ~h V • ~,,,I~ 1I~ 17 .C. , r, ° a2"'E- 1~~H.t~~' ~ r ' P , ~p ~ t / A•,T: s ~Yl4' ~ 2 e 4~ ~ n es J ~ r~, `b~• m } - ~ x to ~ „ zt~r . Parcel: 45 45.9146 Owner: ENTRAL VALLEY SCH DIST #356 CoOwner: Owner Ad ress 19307 E CA ALDO AVE GREENACRES WA 99016-9489 USA Site Address 821 S SULLIVAN RD V RADALE Legal Description ~ 6tn 24-25-44 THE S112 THE S1/2 OF THE NW114 & THE N ~ 671.75F7 OF THE ~ N1/2 OF THE SW, 14 ALL LYG WLY OF A LN DAF; BEG AT • INTERSEC I ~ OF W LN OF NE1/4 0 114 WITH THE N LN OF ROTCHFORD / AC TRS ~ TH ELY AL6 THE N L D TRACTS 976.75FT TO THE POB OF ~ SD 12th r LN ~ a 3 DESC & A NONTAN CURVE CONCAVE TO SW WITH A RADIUS • OF - 560FT SD CEN OF CIR B RING S 89DEG 13MIN 19SDS E TH NWLY ALG SD lirTTTT-nl CURVE THROUGH EN ANG 53DEG 02MIN 28SDS 518.42Ft TO THE ~ BEG OF A REVE E CURVE WITH A RAD OF 560FT TH NLY ALG SD 1 ' CURVE THROUGH A CEN ANG OF 76DEG 10MIN 04SDS 744.45FT TO i ~ J ~ ~ ' MEMORANDUM TO: ~D'v~is~io~ ~ ofi nMne:er,i~n Roads, S~'"ottiEng{elihtard j/o S~an,d~r I i~ b:a~l~l~ Division of Engineering and Roads, Development Services, Bill Hemmings Division of Utilities, Jim Red Stormwater Utility, Brenda Sims Spokane Regional Health District, Steve Holderby Spokane County Fire District No. 1 Vera Water & Power Spokane County Division of Building & Code Enforcement; Jeff Forry , FROM: Tammy Jones, Associate Planner , DATE: February 22, 2001 SUBJECT: Final Plat of ShelleY Lake PUD 3`d Addition; PE-1750=94/ZE-34-94/PUDE-4-94 Attached is a copy of the proposed final plat for Shelley Lake PUD 3`d Addition; PE-1750- 94/ZE-34-94/PUDE-4-94. Please review and forward your comments to me by March 7, 2001. If you have any questions regarding this matter, please contact me at 477-7225. ~ Enclosure(s) RECEIVED copy without enclosures to: Patrick Moore, CLC FEg 23 2001 SPOKAAIE COUWY ENGINEER CLC - - - ~ Associates, Inc. - - _ ~ M AI'!lllaq ol CabnOO UM Confu4tnb, hc 707 W. 7'" Ave., Ste. 200 Spokane, WA 99204 (509) 458-6840 1(509) 458-6844 Fax ~ Spokane, WA - Denver, CO February 7, 2001 Our Number 5000095 Mr. Dave Berto Spokane County Engineer's Office j North 811 Jefferson Spokane, Washington 99260 RE: SHELLEY LAKE THIlZD ADDITION PE-1750-94 Dear Dave: i Enclosed please find two copies of the draft final plat referenced above. Please ; review for final approval. The enclosed check for $100 is the plat check fee. Enclosed also is a copy of the plat certificate, and a copy of the signed ; i Agreement to Pay Fee. ; ~ Please call if you have any questions. Thank you. i Sincerely, I CLC ASSOCIATES INC. ~ i RECEIVED Patrick J. Moore, P.L. S. SPOKANE COUN71l , PJM/dan F E B 14 2001 I Enc. ~ ' DIY1SlOH OF Pl.ANNlNG i Planning ' ' Engineering i i Architecture ~ Landscape Architecture ~ Land Surveying , ~ 4; . . . S 1~ O lC 'N l : ~ ~ ` ^ ' ' • C O U 'N '1~ Y . . . . ` UIVlSION Oil LNCINCCRINC ANO 1ZOAUS A UlVI510N Olt Tl•!li ('UU1.1C'WOR ~ poyliTy WiUiam A. Joluts, ('.G.; Cc~uizty Eiigitircr $ , ~ r r 1~ 7 • ~~l.1 ~ ~ ~~l01• ~.G.~tL~ M~NI' Q IA,Y 1~ ~ES ~ . , r~~nlai~4~~°~~ ~ . r ~ LNGIN.CLIt'S AGIZI;LMLW NUN113L1t . ' ' 1'liis abrc:emcnt bc;tweeiy Spnkane County ancl Robert L. Heitman, Jr: whose interest iii the project is. o~ e . ' . ' , • -"('~.c. u1VTt~r;~,~bcn~c'«.~ ' . . is entered iiito this 6th clay of December , 20 00 This- agreemctlc is applicable to the project kuown.as: Shelleevkm.3rd.mmAddition . . . . , . '1'liat tlte iiiclividuals 7ncl p:1Ct1eS I11111ed l1CCCllI 35 IlaVlllg 4111 Illtt'.l"CSI ,111 the iIVUVe veSCl•ibed property or pr.ojcct-ascee t0 IIlC IUIlo1VIllg: 1. IZc:intburs` Spokane County t'or projec:t cevicNv aeul inspection fees as specitiecl in Chapter'9.14 ol' the Spukatie Couuty Cocle. 1'he fces will be biISCCI VIl actual salary -costs' inc:urrecl by _Spok<<cic . Couiity lur project ccviews auc! / vr iiispeccio►is Plus .i t~~i perce»t acliniiiislracave charge,-.and will. . be billecl nioiithly as acerued. Aiiy biUinb aniounts due, -including aily expccises incurcccl. 'in tllc; cullc:clion ol' an ovc:rciur: uccuunt, niust bc: p<<id prior tu cltc; Counfy's acceptance oi' the projee:t l'uc filing. I[' a project is approvcd aiid/or filed witli a balance still owiilg, lhe uiipaid balatice 'shall be paicl witliiii 30 clays ol'.the iiivoice clatc. ' 2. "I'he unclersigeiecl agrees that ttiese ('ees are clue ancl,payablc: upoii rc:ceipt of tliE billing as snecit'iecl . • abovc. ' . , 3. Any iiivoices no-t paid wicliiii 30 days of the invoice date will be considerecl delinyuent. If any outstcaundinb balance on the accouiit for this project is not paid -within 30 days of the invoice -daCe,, no ivrther reviews oF the projece clocui»eiits wiil be conducted uiitil c1ie entire account balance is pnid. Any balance on the accouiit for Chis prujc:c:t tiot paicl within 65 days ot' the ilivoiee date ulay ~ result in legal action or the in,itiation of otlier collection -procedures, includiiig' teferc•al- to a colleetioii fibency. The Sponsor will be liable For any Aiid all expeiises incurcecl:by clle County foc. tlic collectioci of overdue accouiits. ~ . 4. 'l'I1~ i11ul1lllly VIIlltlg 5llOllld be SCllt tU the 1ltC11t10►1 0f; NAML: . . Landmark Builders? x Robert L: Heitman: Jr_ ADDCtCSS: 8225 -North Division Street • • : ' • • . ' Ci'CY, S'CA1'L: Svotcane,. Washin~ton ; . . . . . . . ZII' COUL: 99208 ~ - ' I'I•IONC f!: (509)467-2123 P-14ONE # 2: ' : . . . , . . rAX (509)467-2578 - . ~ L-Mfiil /l: . . ' . . ' . . . . . . . . . , I understand that failure to pay these fee-s may resutt iii delay in coiiipletion or-approval- of the'project-or oUler : possible sanctions. D IC this tee agree►nent is coinpletecl by someoiie other -tlian the Sponsor(i,e., -tlie project owner or a.. , . principal in the tirm spoiisoring the nroject), sucli as the E-iibineer desibniiib the project, then . . writteii authorization t'roiii the S nsor specif"cally uutliorizilib llic Abeait tu e,YCCUtc. tliis. Fcc: . . Abrceuicii.~ is attached ro tlyis Y A ceement • , S1CNA'CUIZE By: . . ' L- - ~ (PR1N'I' NAML) 1tL'1'U1tN YELLUW COI'1''1'4 SL'OKANL COUN'1'Y 1;NClNLEItS . kWuigrrrfcc.dor 212000 1020 W lSt•u;ttlw:►1' M!e Spoleane 1VA 99260-0l7U (509) 477-3600 Fr11: (509) 477-2243 't'UI): ('509) 324-3166' I ~ CLC - ~ Associates, Inc. ~ April 16, 2001 ~mu~a~~~~d Cor"wft inm CLC Job No. S000095 707 W. 7'hAve., Ste. 200 ' ~ Spokane, WA 99204 Mr. David Berto ;(509) 458-6840 ~Spokane CountY Engineer's Office (509) 458-6844 Fax ; ~ Spokane, WA - Denver, co North 811 Jefferson Spokane, Washington 99260 RE: SHELLEY LAKE THIRD ADDITION ~ PE-1750-94 ~ ~ ' I Dear Mr. Berto: Enclosed please find two copies of the revised final plat referenced above. I have I revised the plat per your comments and have received an updated plat certificate, - a copy of which is included. Please review and comment as soon as possible as i'our client is arxious to fnalize. ' iIf you have any questions, please do not hesitate to call. Thank you. I Sincerely, ~ CLC Associates , ' j;;DAidrea ice i ,DAN/msw ,Enc. I i ~ ~ , i ~ i RECFIVEp SPOMCANE COUNTY I AP R 1 b 2001 ,i Planning ; Engineering Architecture DIVISION OF Pt.ANNINC ; Landscape Architecture ; Land Surveying ' ~ i ProJect Siatus Active Lrv %'ANEER'S REVIEW SHEE Y' As Built Plans Received Plats File PE-1750C -94 Road Plans Approved Companion Files: New Road Standards 5-15-95 Mylar Related Files: Hearing: Building Dept: Technical Revietiv: LI Harvard Rd Plan Preliminary Review: Type: F-I Iarge Lot Bldg. Square Feet Date Received: 12/I 1/2000 No. Lots: 23 No. Acres: Project Name SHELLEY LAKE 3RD ADD Site Address E. GALWAY LN, Applicant Range-Township-Section: 44 - 25 - 24 PARCEL(S): ((irst 20) Robert L"buster" Heitrnan Jr Conditions Mailed: 45245. Flaod Zone Yes 8225 N. Division St Water Source SPOKANE, WA 99208- Sewer Source Phone (509) 467-2123 Fax (509) 467-2578 School Disl Engineer Fii-e Dist John Frank Saywers Phone Dist CLC ASSOCIATES INC 707 W. 7th Av, 200 SI'OI<ANG, WA 99204- Ahone (609) 458-6840 Eng Billing Fax (509) 458-6844 Robert L"buster" Meimian Jr Engineer Susan Muiphy CLC 8225 N. Division St ASSOCTATES WC SPOKANE, WA 99208- 707 W. 7th Av, , 200 Phone (509) 467-2123 SNOICANE, WA 99204 fax (509) 467-2578 Phone (509) 458-6840 Signed Name: ROEiERT I, HEIT'IviAN Fax (SOy) 458-6844 BLnlding Ph: 477-3675 I Plannmg Ph: 477-2205 Contact• Date Submitted Description Initials Eng Need T'echnically Cornplete Cng Need Harvard Rd Mitigation Eng Need Drainagc Plans Eng Need 'I'raffic Analysis Eng Need Other 12J06/2040 Eng Agree Pay Fees Received Eng Final Plat Fees Completecl Copy to Accounting ! 44e Eng Agree Priurity Fees Received Eng Pi-elim Alat Fees Completeci NuUce to Yublic ~ Notice to Public # 1 3 4 6 Completed - or Needs to be signed Design Deviation Dates (ln-Out) Bond quanties ~ drainage itein calculated Hearing Datc Decision App Den Cond Appld BCC Appealed ro B(A-' llccision App Den Cond Appld Court Appealecl to Court vecision App Uen Cund Appld Stamped Mylars to Secretary (Sandy) Stamped 208 Lot Plans to SecreCary (Sandy) _I211elao _ lAtet w f GLG _ -'FLr-C De~I';rkr) M-~~. - - - C,~. - _ t,u! cuc - Pfe womk ftoLe- m+~._- P►a.n51 tZ~-I n ~5~. 02102-101 sa* oorr"r+ UA44or' - - - - - C5- - 3 ~a► - - - - - ~ f 1 L t - F-e v + 5e a, G(Y _ _ - AL i h-- - - - - - C~- FCt~ecl yeo ►-on o+_Jn :5ppc_-6- &-r1 p-tYt_e vy\_~ ~►''1 - ~ 5L. ~ -b C (_C - - - - - ~ S ?1QC,6VP0( F-G'1Y ~1(-a`0J_ (.,Q_jew- - - - ~5L ~ ~ ~ y NT o- -~~c~ ~ 5i Ad f ~ ~ ~ ti r ' . ~ RECEIVED JAIV 3 0 2001 BEFORE SPOKANE COUNTY DIVISION OF PLANNING SPO6(AtdE COUNT'Y EtJGINEER IN THE MATTER OF A 2ND EXTENSION OF ) TIME REQUEST FOR PE-1750-94 ) FINDINGS OF FACT SHELLEY LAKE, AN APPROVED ) CONCLUSIONS AND PRELIMINARY PLAT WITH PUDE-4-94, A ) DECISION PLANNED UNIT DEVELOPMENT (PUD) ) - OVERLAY ZONE AND ZE-34-94, A ZONE ) RECLASSIFICATION FROM URBAN ) RESIDENTIAL-3.5 (UR-3.5) AND SUBURBAN ) RESIDENTIAL-1 (SR-1) TO URBAN ) RESIDENTIAL-12 (UR-12) ) THIS MATTER, a request for an extension of time from Robert Heitman has been received and decided upon, pursuant to Spokane County Subdivision Ordinance (Section 12.100.118) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for _ rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary subdivision, entitled Shelly Lake, was approved January 24, 1995 by the Board of County Commissioners on appeal from the Hearing Examiner Committee approval of August 26, 1994. The original proposal was a preliminary subdivision to divide 123.8 acres into 243 single family dwellings and 200 multiple family dwellings with a Planned Unit Development (PUD) Overlay zone. The proposal also includes a request to reclassify a 14-acre portion of the project site from Suburban Residential-1 (SR-1) and Urban Residential-3.5 (UR-3.5) to Urban Residential-12 (UR-12). 3. The proposal is generally located south of 4th Avenue, east of and adjacent to Conklin Road, approximately 700 feet south of Sprague Avenue, and approximately 1/4th mile east of Sullivan Road, in Section 24, Township 25 North, Range 44 E.W.M. Spokane County, Washington, and identified as Assessor's tax parcel numbers 45241.9027, 45241.9017, 45241.90161 45242.9012, 45244.9045. 4. The current zoning for the site is Urban Residential-3.5 (UR-3.5) and Suburban Residential-1 (SR-1). The requested zoning reclassifcation will be implemented during finalization of the remaining phase(s) of the preliminary plat. 5. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. r Section 12.100.118 states that the Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply. The criteria and Planning Division's response thereto are as follows: 1) That some portion of the existing preliminary plat has been finalized since the last extension was granted and the remaining lots would form a unified development consistent with the origina/ approval; RESPONSE: The first phase of Shelley Lake Addition, was recorded on January 30, 1997 consisting of 82 units. Since approval of the last time extension in February of 1999 the applicant has finalized Shelly Lake 1 St Addition Subdivision (Phase 2) and Shelly Lake 2"d Addition (Phase 3) including a total of 44 lots. Of the original 443 units approved in the preliminary subdivision 126 lots have been finalized and 317 units (200 are multi-family units) are remaining to be finalized. . 2) That the preliminary subdivision remains generally consistent with the original p/at or binding site plan that was approved, and the sponsor has taken substantial steps towards finalizing the plat or binding site plan, which sha11 include one, but is not limited to, the following: a. surveying the lots within the development; b. arranging for public services to the site; c. obtaining necessary financing for al/ or a portion of the preliminary subdivision, shorf subdivision, or binding site plan; d. the completion of studies or other requirements which were part of preliminary subdivision, short subdivision, or binding site p/an approval. RESPONSE: Sewer plans have been approved for the 4t' Phase of the project . and sewer construction has commenced. Drainage and road plans have been prepared and are being reviewed by appropriate agencies. The water distribution plan is being developed for agency approval. Following construction of the sewer lines water distribution lines will be constructed. 3) That at the fime the preliminary plat approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet availab/e. This provision shall not apply to public utilify extension which the project sponsor wou/d normally fund. RESPONSE: Not applicable. 4) That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period. REPSONSE: Not applicable. ~ P E-1750-94/P U D E-4-94 Time Ectension Page 2 . 6. The Comprehensive Plan designates the area of the preliminary plat as Ur,ban (U) and Suburban Plus (S+). The Comprehensive Plan designations remain the same since the original preliminary plat approval. 7. The proposal has been circulated to all affected agencies and departments for comment. Additional conditions have been recommended by the Spokane County Division of Engineering and Roads, the County Division of Planning and the County Division of Building and Code Enforcement. 8. The subject property is located inside the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97-0321. The project site is located in the Aquifer Sensitive Area (ASA) and the Priority Sewer Service Area (PSSA). 9. The proposal complies with RCW 43.21 C(The State Environmental Policy Act). A Final Environmental Impact Statement was completed on July 22, 1994. 10. This is the second request for a time extension. The total life of the preliminary plat has been approximately six and one half years. 11. On August 1, 1996, the Spokane County Division of Planning began implementing the Critical Areas Ordinance for the Protection of Wetlands, Fish and Wildlife Habitats and Geo-Hazardous Areas. Review of the Spokane County Geological Hazards and Constraints Map indicates the subject site contains a limited area of erodible soils and alluvium soils. Geo-hazardous areas are defined as areas that are susceptible to erosion, sliding, earthquake, or other geological events that are not suited to siting commercial, residential, or industrial development consistent with public health and safety concerns. Alluvium soil is potentially instable when developed with certain improvements. The time extension includes updated conditions of approval requiring compliance with the Spokane County Critical Areas Ordinance. , CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County . 2. Subsequent one year extension of time will only be considered upon a finding of substantial compliance with Section 12.100.118, of the Subdivision Ordinance. 3. There are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare. This conclusion assumes that the below conditions of approval are met. . PE• 1750-94/PU DE4-94 Time Extension Page 3 DECISION ' BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE-1750-94/ZE-34-94/PUDE-4-94 Shelley Lake is hereby APPROVED until January 24, 2002. Note that lined out wording below represents deletions from the conditions of approval and italicized wording represents additions to the original conditions of approval. , CONDITIONS OF APPROVAL 1. All Conditions imposed by the Board of County Commissioners shall be binding on the "Applicant, " which term shall include the owner or owners of the property, heirs, assigns, and successors-in-interest. 2. The conditions of approval apply to the preliminary subdivision of record. 3. The zone reclassification from Urban Residential-3.5 (UR-3.5) to Urban Residential- 12 (UR-12) applies to Lot 1, Block 11 of the preliminary subdivision of record. The planned unit development overlay zone applies to the entire preliminary subdivision of record. SPOKANE COUNTY PLANNING DIVISION 1. The proposal shall comply with the Urban Residential-3.5 (UR-3.5), Urban Residential-12 (UR-12), Suburban Residential-1 (SR-1) and Planned Unit Development zone(s) as amended. 2. The preliminary plat is given conditional approval for one (9) year, specifically to January 24, 2002. The applicant may request an extension of time by submitting a written request at least thirty (30) days prior to the above expiration date, or December 24, 2001, as directed by the County Hearing Examiner. Submission of a time extension request following said date will not be accepted and will render the preliminary p/at null and void following the project's finalization expiration date. 3. Bonus density is approved to allow up to 200 multiple family units in the Urban Residential-12 (UR-12) zone and 38 total units in the Suburban Residential-1 (SR-1) zone. 4. Since multiple zones affect the planned unit development, minor adjustments in official zoning boundaries may be approved by the Planning Director or designee to recognize lot lines and road right-of-way at the time of finalization. 5. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 6. The Planning Director/designee shall review any proposed final plat to ensure compliance with these Conditions of Approval. 7. A final plat name shall be indicated before the final plat is filed, such name to be PE• 1750-94/P U D E-4-94 Time Extension Page 4 , . approved by the Planning Director/designee. 8. i.~~a r~o~d nlm,( -~s) anrdaNresses shT~lllbe- ind;i,ca►ted ~ 9. Appropriate -utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 10. ~curren~fi ee ~ifc~a't~e•s ofi tit~l - s"all be furnished to the Planning Division prior to filing the final plat. 11. The final plat shall indicate yard setback arc lengths on curved street frontage lots and cul-de-sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. ~ , , VVateF , , 4-3- -a-4. . "The publiGwateF system, hp:alth , , , site , ~ " " . . , " • V system, 12. A survey is required prior to the filing of a final plat. 13. Prior to approval of road and drainage plans, the applicant is required to coordinate with the United States Postal Service to determine type and location of central mail PE-1750-94/PUDE-494 Time Extension Page 5 delivery facilities which may include applicable easements for developments of three or more homes. 14. A specific landscape plan for open space areas, planting schedule and provisions for maintenance acceptable to the Planning Director/designee shall be submitted. along with a suitable guarantee for the installation of the landscaping. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. Landscaping shall conform to the requirement of the Spokane County Zoning Code and as described in the staff report and shall include a wildlife habitat enhancement plan as described on page 44 and 45 of the Shelley Lake Draft EIS. Identification signs, 6 feet in height, located at entrance points to the development are approved subject to conformance with clear view triangle regulations. 15. The PUD plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines. 16. A copy of the homeowners/property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions _ for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Division prior to finalizing. 17. The private roads and/or common areas shown on this plat shall be dedicated to a named homeowners association created by document filed with the Washington Secretary of State. The applicant shall furnish a confirmed copy of the articles of incorporation filed with the Secretary of State, prior to final plat approval. 18. The private roads and common areas cannot be sold or transferred,- regardless of any provision in the covenants to the contrary, and shall be considered subservient estates for real estate tax purposes to the other lots created herein. 49-- . , 19. Project phasing shall be approved by the Planning Director/designee. 249- PE-1750-94/P U D E-4-94 Time Extension Page 6 5.247.205, 20. The final plat map shall indicate by a ciear, dashed line the required yard setbacks from all private "T-rast X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." The following special building setbacks are approved within the planned unit development: Front Yard 15 feet Garage 20 feet Flanking Street 15 feet Side Yard 5 feet Rear Yard 15 feet Note: All exterior setbacks shall be according to the minimum provided by the underlying zone. Twenty five foot front and flanking street setbacks will be required from Rotchford Drive and the Tract X Road. #reaprop . 21. The Spokane County Planning Division shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right-of-way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Division. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 5 feet of reserved future acquisition area for road right-of-way and utilities, in addition to the existing and/or newly dedicated right-of-way along 4th Avenue. NOTE: The County Engineer has required 10 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are mad'e. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. PE-1750-94/PU 0E-4-94 Time Extension Page 7 . , f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisition area imposed by these . conditions. 22. The Spokane County Planning Division shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right- of-way and utitities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Division. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 35 feet of reserved future acquisition area for road right-of-way and utilities, in addition to the existing and/or newly dedicated right-of-way along South Valley Arterial. NOTE: The County Engineer has required 0 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisition area imposed by these conditions. 23. Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be formalized, and the existing zone classification shall be changed to Urban Residential-12 (UR-12), consistent with the proposed zoning approved with the preliminary plat of record. . . 24. The proposal falls under the jurisdiction of the Washington State Shorelines - Management Act, and the applicant is advised that one or more shoreline permits may be necessary. 25. The final plat shall delineate the Ordinary High Water Mark (OHWM) and the 200 feet of Shoreline Act jurisdiction boundary. The dedication on the final plat shall state: PE-1750-94/PUDE4-94 Time Extension Page 8 V "At the time of approval of the final plat, this property fell under the jurisdiction of the Washington State Shoreline Management Act, RCW 90.58, and the Spokane County Shoreline Program, W AC 173-19-400. Any development of this property shall only proceed in strict compliance with the Shoreline Act rules and regulations in effect at the time of permit issuance." 26. Please be advised that any use, diversion, obstruction or change in the natural flow of any waters of the State requires approval by the Washington State Department of Fish and Wildlife. Construction of the proposed wooden bridge over Saltese Creek, dock and beach area may require such approval. 27. Prior to submission of the proposed final p/at !'""7'', -~~.a,-,,~ , c~.•e-1'o-~h:~. ard ~u*al~u'T,ati_on f the roject site ~-sM wi- ~ th~ e~q~u~~~mts o`f th~ Co'~ nty'~itic'a1 Ar~a dir n r hTa'1' ep.~.ared b tfl~ _,p Iccant ~n ~ub'~itte ~ to the Plann~-in,~g ~ iui-sr Sn 1~"& ric.u,'ewrand approua,l. 7~he report shall recommend site development measures which minimize disturbance of the erodible soi/s and' alluvium soils portions of the project site. The report shall include a map that shows the exact location of said soils. It may be found, upon review of the preliminary geo-hazard evaluation, that a more in depth study is required to assure the potential for erosion or soil instability is addressed and mitigated appropriate/y. 28. The dedication for the final plat shall state, "The land encompassed within the boundaries of the final plat contain geo-hazardous areas. This soil type is identified as having the potential for severe erosion or instable characteristics. Those mitigating measures identified in [name of the author of the approved preliminary geahazard eva/uation and date of said report] shall be met prior to the issuance of any building permit. Land use activity within the geo-hazardous areas shall be as regulated by fhe Spokane County Critical Areas Ordinance, as amended" 29. A title notice shall be filed by the Division of P/anning in the same time frame as an appeal identifying the land encompassed within the boundaries of the final p/at contain geahazardous areas. The title notice shaN specify that the mitigating measures identified in fname of the author of the approved preliminary geahazard eva/uation and date of said reportJ shall be met prior to the issuance of any building permit. Land use acfivity within the geo-hazardous areas sha/l be as regulated by the Spokane County Critical Areas Ordinance, as amended. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Prior To Issuance Of A Buildinq Permit Or Use Of The PropertY as proposed: 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record 2- , , ; P E-17 50-94 /P U D E-4-94 Time Extension Page 9 2. A Professional Engineer, licensed in the State of Washington, shall submit fina/ road and drainage plans, a drainage report and calculations that,~ i•r~ r~ ~f~ ~999 , MEMO~znelCou .~n r"~or :~aad the current edition of the Guidelines for Stormwater Management and a/l standards and laws that are applicab/e to this project if road and/or drainage improvements are required. Any fina/ road and drainage plans and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final p/at. Drainage /anguage will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion in the final plat document following p/an acceptance by the Spokane County Engineer. 3- 3. Adequate drainage easements, granted to Spokane County and/or an acceptable maintenance entity, must be provided for all e/ements of the drainage plan, in order that proper maintenance may be performed. A homeowners association or acceptable altemative maintenance entity has been proposed for this development. I-m F: o~ r'~na~re ~%fc a; Td -~'f dralnagc l-e-,no.u.g~h i~r~~ -~,if wi~hrcn"~~.~ e.:.,~r~ t~~,: rno o~.0 y.~ar 2 u,r s~~r e en or fhe ~i ,g b.a inr, ,l ,a.OIG re~-b.o~rcd he easement shall also include an adequate width for maintenance access to be able to conduct proper maintenance of natural drainages and an adequate width access road for man made drainage facilities. Any easements and agreements for acceptance, conveyance, treatment, and disposal of storrnwater that lie outside of the proposed p/at being submitted, must be submitted with the project plans before Spokane County will review the plans for acceptance. 4. The regulations of the National Flood Insurance Program shall be observed. A development permit shall be obtained from the County Engineer before construction or developrnent begins within any area of special flood hazard (reference Spokane County Ordinance No.88-0521). The following statement shall appear within the dedicatory language of the plat: "Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within the plat in the area of special flood hazard." 5. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "as-built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 6. No construction work is to be performed within the existing or proposed public right- of-way until a permit has been issued by the County Engineer. All work is subject to PE-1750-94/PUDE-4-94 Time Extension Page 10 inspection and approval by the County Engineer. 7. All construction within the existing or proposed public right-of-way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as-built" plans and monumenting the street centerlines shall be filed with the County Engineer. 8. No direct access from lots to stub road connections until such roads are constructed to County standards and established as county roads. 9. Road design, construction, and drainage control for one-half (1/2) rights-of-way and stub road connections are the responsibility of the owner, developer or applicant 10. Appropriate provision shall be made that the following-described property be held in trust until the continuation of the streets be dedicated or deeded: A one (1)-foot strip at the ends or edges of all streets that terminate or border the subdivision boundary . (Temporary cul-de-sacs are required when streets terminate at the subdivision boundaries.) 11. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 12. Dedication of 10 feet of additional right-of-way along 4th Avenue is required. 13. Dedication to equal 35 feet from centerline of additional right-ofway along Conklin Road is required. 14. Designation of a"Tract X" road 60 feet in width from Conklin Road to the east property line for future 4th Avenue is required. The right-of-way deed shall be executed by the applicant and held in trust by Spokane County until such time as the right-of-way is required by the Spokane County Engineer. 15. A statement shall be placed in plat dedication that no direct access be allowed from lots to the South Valley Arterial, 4th Avenue and Rotchford Drive/Conklin. 16: A statement shall be placed in the plat dedication providing for future slope easements as required by Spokane County along 4th Avenue extension. 4-7-. 17.1 e rn~ acce ~ oar_ds o; ' sWrffycier width shall be provided to all man made ditches, ponds, drainage control structures, and an ele of the s stem that may require replacement or maintenance in the future. enfcII95 Ror drain.age di~hes . ;UW 11i►haT'i.n'i___,_~►mTf#~2'~Jft~iniwid#ha, All maintenance access roads shall have a minimum of six inches of gravel, or other type of all-weather drivable surface acceptable to the County Engineer. The maintenance access road shall be designed to accommodate the tuming movements of a Bus as defined by AASHTO. ~n - o = • ~s ~ ,rea- ~e wh.aM&Q4,0 fe.e.f in J - np ~h. measurec►~%onsthTe conne_c PE• 1750-941P U D E-4-94 Time Extension Page 11 J ~b11ic 0oadway or p~~v~d ' ~"r`-~.-r~~r-n sh -M be provi~ed a rt, te,rminw. 44~- staRdaFds- 18.9WIM ai~a,ge ~ i~spo~~r , y~sfer~a incfu,ders infil~ a~i~o.n f stormwater as an element in design, there hall be a't i-nv= sfig - or~ ~,0d s~uwy conducted by a qualified J ~'~~'011 -1aca1 ~ragira.e,e Mrior to fina/ submitfal of road and drainage p/ans. The geotechnical report shall cover all sites where drywells or infiltratioh may be proposed. The report shall draw conclusions about the ability of any proposed drywells to function according to rhe Spokane County Guidelines for Stormwater Management. The site investigation shall also verify if the soils can infiltrate the stormwater at the minimum rate of 0. 5 inches per hour for any proposed grassed percolation areas. If the minimum requirement can not be met, an altemative stormwater design will need to be submitted that meets the requirements of the Spokane County Guidelines for Stormwater Management. a,9- 19. If the project is developed in phasesp~ T-migal'ua_d a,n.c~tdr'~nr.ag,e pF.a.rn ~;h~'a'1Jbe ~ r~- ~~~►re~l ~bY a licensed Professional ~ ngineer, which clearlY shows the phasing of 1~ the deve/opment. The plan must demonstrate that each phase of the development is in conformance with the applicab/e Spokane County road and drainage standards, and the Conditions of Approval for the plat as we11 as any applicable regulations that may app/y to this project from other governmental authority. 7`1,FS-WA-M.w~4`er ''~~•.rrr .n- sys,err~a ,~n,c~~~a hli~s~-a!! b cor~structed a,nd ►~r~'rfi.e}dEto be~~ ,,c.o.,n,5trucf~d~intaccard.ance wr.-tl~"~t'h~~ acceafe:d roa,~ ~nr,dr`dr:,in~g~pl-`~ or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construcfion documentation shall be submitted with the proper certification statement. 2-G-. „ „ , h*s , 20. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and imp/emented throughout the duration of construction. The TESC p/an is to be prepared using best management practices (BMP's) currently accepted within the Civi! Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. The TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street " cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, evaporation pond, 208 swa/e, or infiltration facility. The TESC plan is to be included in the road and drainage p/ans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prror to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. PE-1750-94/PU DE-4-94 Time Extension Page 12 ✓ 21. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of Rotchford Drive, which is to be constructed within the proposed development. This will require the installation of 40 feet of asphalt. The construction of curbing and sidewalk is also required. Phased construction of Rotchford Drive would be permitted from 4th Avenue south with operation and maintenance as a private road until such time as Roads "I" and "K" are required as part of a final plat. Rotchford Drive while serving as a private road will still be built to public road standards. At such time as private roads "1" and "K", as delineated on the preliminary plat of record, are constructed to serve lots in that particular phase of the plat, the connection to existing Rotchford Drive will be required to be constructed as a public road with establishment of a public road from 4th Avenue south to the existing Rotchford Drive. Note: Current Spokane County Roads Standards prescribe a roadway width for a collector arterial which is different then that specified above for Rotchford Drive. The developer of the proposa/ has constructed a majority of Rotchford Drive to the roadway section specified above. For consistency, the County Engineer is requiring that the portion of Rochford Drive remaining to be constructed to the existing Rotchford Drive match the roadway width as specified above. Al/ other design and construction elements shall comply with current Spokane County Standards. Note: From one year after the remaining portion of Rotchford Drive is connected to the existing portion as described above, and open to the traveling public, the applicant shall submit for review and acceptance by the County Engineer, a traffic signal warrant analysis for the intersection of Sprague Avenue and Conklin Road. 22. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of Conklin Road, which is adjacent to the proposed development. This will require the addition of approximately 44 feet of asphalt along the frontage of the development beginning at the realigned 4th Avenue and extending to Sprague Avenue. To minimize the impacts to the existing manufactured home park which accesses Conklin Road, the roadway cross-section shall provide for a continuous two-way left tum lane from the realigned 4th Avenue to Sprague Avenue. Any additional right-of-way requirements to meet this condition shall be dedicated by the applicant. This right-of-way requirement is only applicable to property under control of the applicant. The construction of curbing and sidewalk is also required. 23. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of 4th Avenue, which is adjacent to and within the proposed development. This will require the addition of up to approximately 40 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 24. The proposed private road as shown on the preliminary plat serving in excess of 20 lots with extension to serve 8 or less future lots on property east of Shelley Lake and future public right-of-way tract is approved by the County Engineer. 2-5. PE-1750-94/PUDE-4-94 Time Extension Page 13 25. rr'"u ro.ads shal~ b.e desig-' n'eTd HI,d constr'TC~te--~^'_,d as p,,er Spokcan,e Coun,t4y Pr'iuate 26. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 27. The following statement shall be placed in the plat dedication: "WARNING; Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 28. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 89-1592 99-0265, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 29. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the dedication of additional right-of-way and the roadway improvements herein specified. 30. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon and not more than 8 lots adjacent to Shelley Lake to the east, not within this plat." 31. The County Arterial Road Plan identifies South Valley Arterial as a Principal Arterial. The existing right-of-way width of 90 feet for South Valley Arterial is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 35 feet in width along the South Valley Arterial frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to the South Valley Arterial by payment of the fair market value of said future acquisition area and ignoring the restrictions placed in said future acquisition area by these conditions. 32. The County Arterial Road Plan identifies 4th Avenue as a Collector Arterial. The existing right-of-way width of 50 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way PE-1750-94/PUDE-4-94 , Time Extension Page 14 . dedication, a strip of property 5 feet in width along the 4th Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to 4th Avenue by payment of the fair market value of said future acquisition area and ignoring the restrictions placed in said future acquisition area by these conditions. 33. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 34. The applicant has proposed a 3 foot berm with a fence constructed on the top of the berm along the perimeter of the PUD. Sight distance analysis (vertical and horizontal) shall be done at the public and private road intersections as well as private road and private road intersections to ensure that safe sight distance is not compromised because of this construction. Berms and fences may have to be adjusted to comply with safe sight distance requirements. 35. The applicant shall be responsible for the connection of Rotchford Drive to Rotchford Drive currently terminating at the north property boundary of Rotchford Acre Tracts. Vertical and Horizontal sight distance based on design speed of that roadway shall be complied with. To make the connection, certain construction may be required within the public right-of-way of Rotchford Drive within Rotchford Acre Tracts. The applicant shall be responsible for any requirements relating to the off -site construction of this roadway. The applicant shall implement and comply with any design recommendations by the County Engineer for restricting speeds on Rotchford Drive. 369, 36. Construction of Conklin Road per the requirements aforementioned shall be done in the 1 st phase. This construction is required because of the existing condition of Conklin Road and the poor levels of service at the intersection of 4th Avenue and Sullivan Road. In conjunction with the Conklin Road improvements, the realigned 4th Avenue shall also be constructed. Any underground work for the placement of the future signal at Conklin Road and Sprague Avenue shall also be done in this 1 st Phase. 37. Financial responsibility for signalization at Conklin Road and Sprague Avenue shall be the responsibility of the applicant. Construction of the signal shall occur when this intersection meets warrants for signalization based on the Manual of Uniform Traffic Control Devices (MUTCD). 38. The Comprehensive Land Use Plan, more specifically the Arterial Road Plan, an element of the Adopted Comprehensive Land Use Plan, designates the South Valley Arterial as a Controlled Access Principal Arterial. The present plan does not show an P E-17 50-94/P U D E-4-94 Time Extension Page 15 V intersection of this facility with Conklin Road. Based on this approved plan, the applicant shall be responsible for the construction of 4th Avenue from Conklin Road east to Steen Road to Spokane County Road Standards. The applicant shall construct or provide adequate surety for this improvement prior to the final phase of this proposed plat, provided this condition shall be null and void if the Arterial Road Plan is changed to reflect an at grade crossing of the South Valley Arterial aT Conklin Road. Without this condition of approval Spokane County Engineering would recommend denial of this plat, since a pre-existing plan delineated no at grade crossing of the South Valley Arterial with Conklin Road and the applicant was aware of this condition prior to this public hearing. Adequate roadway infra-structure would not be available for this plat without this provision since the Level of Service for the intersection of 4th Avenue and Sullivan Road is inadequate for this plat at build out. Off-site right-of-way for this improvement shall be secured by Spokane County and the applicant shall reimburse Spokane County for a proportionate share of the cost of the right-of-way. 39. The 4th Avenue Extension Road intersection with Conklin Road shall be aligned so as to provide for the potential alignment of 4th Avenue as a four-way intersection. Spokane County will not vacate the present 4th A venue right-of-way to allow for this future connection. 40:~f'he ~..~,j~c p~hased nd one ~ha~_e •jen.ds ~,n anr.Qther ph,.~s~ f►or acce,ss and%r IF a7mc~~~e ~rearment =nd disp"'ro a!, 11~e prior ph,~ase shall IKIMMMIM and certrfi,e.,~" p~rir to Ih,e MIRTbm'it~~~l of /a~nTs ~'or fhe de endeni ase Qf ~h.e de.v.el,o ~,m = t~ One foot ~ A ~..1..., N no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. No access through a non-certified and non-accepted phase of the development may be allowed and no plans will be accepted by Spokane County for construction unless the prior phase is comp/eted and certified by the Sponsor's Engineer. 41. A bond for the anticipated engineering inspection and certification portion of the project shall be posted with the County Engineer prior to final plat. 42. As per Secfion 9.14. 080 of the Spokane. County Code, no person shall construct a road or other facilities within the existing proposed, or future public right-of-way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the deve/opment have been accepted by the County Engineer. If this provision is vio/ated, the County Engineer may require the project plans be revised to show the construction that was done and specify how the construction that was done wi!l meet Spokane County Standards prior to plan acceptance. 43. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities', offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: PE-1 750-94/PUDE-4-94 Time Extension Page 16 "The owner(s) or successor(s) in interest agree to join in any County approved stormwater management program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining or operation of stormwater control facilities." SPOKANE COUNTY DIVISION OF UTILITIES 1. The dedication shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their ' name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property, provided, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to the public sewer system. Sewer connection r permit is required. 4. Plans and specifications for public facilities are to be reviewed and approved by the Utilities Department. Spokane County plan submittal requirements apply. 5. Security shall be deposited with the Utilities Division for construction of public facilities. SPOKANE REGIONAL HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Division to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the PE-1 750-94/PUDE-4-94 Time Extension Page 17 Spokane County Health District that an adequate and potable water supply' is available to each tract of the piat. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within - the recorded service area of the water system proposed to serve the plat. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plaUproject, and individual service will be provided to each lot/tract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the [plat/project], and individual service will be provided to each IoUtract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized." 12. The dedicatory language on the plat shall state: "Use of private wells and water systems for the supply and/or distribution of potable domestic water is prohibited." - 13. The plat dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building and Code Enforcement and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale - of each tract and prior to issuance of a building permit for each tract." SPOKANE COUNTY DIVISION OF BUILDING AND CODE ENFORCEMENT 1. The applicant shall contact the Division of Building and Code Enforcement at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act Design/development concerns include: Fire apparatus access roads, fire hydranUflow, approved water systems, building accessibility, construction type, P E-1750-94/P U D E-4-94 Time Extension Page 18 occupancy classification, exiting, exterior wall protection, and energy code' regulations. 2. Prior to the issuance of the initial building permit(s), the applicant shall submit to the Division of Building and Code Enforcement documentation signed by the water purveyor and the applicable fire district stating that the public water system has been installed, tested and accepted as operational pursuant to the approved water plan. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction-related activities. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. SCAPCA strongly recommends that all traveled surfaces (ingress, egress, parking areas, access roads) be paved and kept clean to minimize dust emissions. 5. Solid fuel heating device(s) shall meet provisions of SCAPCA Regulation I, Article VIII. 6. Debris generated as a result of this project must be disposed by a means other than burning. SPOKANE FIRE DISTRICT NO. 1 1. The Fire District will require that access to the southern portion of the plat be available off of Rotchford Drive and 14th Avenue. 2. A water plan showing hydrant locations will be required. D ED THIS 24th DAY OF JANUARY, 2001. OW ~ a aik Falk, AICP ' Associate Planner Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee payable to the Spokane County Division of Building and Planning, within fourteen (14) calendar days from the date this decision is signed per , Spokane County Subdivision Ordinance Section 12.100.126. The deadline for filing an PE-1750-941PU DE-4-94 Time Extension Page 19 appeal is February 9, 2001. If you have any questions, please call the Division of Planning at 477-7200. jf . c: G~~o'u7D~vlisi~.n o~flFn~ineer~ing~Il~Hemmin • s~ County Division of Engineering and Roads, Scott Engelhard County Division of Utilities, Jim Red County Division of Utilities, Brenda Simms County Regional Health District, Steve Holderby County Division Building and Code Enforcement, Jeff Forry Fire District No. 1 Vera Irrigation District No. 15 Buster Heitman, N. 8225 Division St., Spokane, WA. 99208 P E-17 50-94/P U D E-4-94 Time Extension Page 20 . ~ , . , f 5 2~ . • ~~c.~ ` B- YORE SPOx:ANE COUNTY DIVISION OF BUILDING AND PLANNING ~~a ~ IN THE MATTER OF AN EXTENSION OF ) . TIME REQUEST FOR PE-1750-94 ) FINDINGS OF FACT _ SHELLEY LAKE, AN APPROVED ) CONCLUSIONS AND PRELIMINARY PLAT WITH PUDE-3-87, A ) DECISION PLANNED UNIT DEVELOPMENT (PUD) PM JoB# OVERLAY ZONE AND ZE-34-94, A ZONE ) RECLASSYFICATION FROM URBAN ~ R E C E 1 V E D CC: Ust Initials RESIDENTIAL-3.5 (UR-3.5) AND SUBURBAN RESIDENTIAL 1 SR-1 TO URBAN ) I RESIDENTIAL-12 ~12), iJRBAN ~ D E C 11 2000 kESIDENTIAL-3.5 (LTR; 3.5) AND SUBURBAN ) SppKqIqE COUNTY ENGINEER ( RESIDENTIAL 1(SR-1) ) ( - THIS MA,TTER, a request for an extension of time from Robert Heitman has been received and decided upon, pursuant to Spokane County Subdivision Ordinance (Section 12.100.118) a.nd RCW 58.17.140. FINDINGS OF FACT . 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Building and PIanning. 2. The subject preliminary plat was approved January 24, 1995 by the Board of County . Commissioners on appeal from the Hearing Examiner Committee approval of August 26, 1994. 3. The current z' e site is Urban Residential-3. ' nd Suburban Residential-1 ' e appropriate zoning reclassifications will be implemented during finalization of each phase of the preliminary plat. 4. Spokane County has established specific criteria for considering the extension of time for . the expiration of preliminary subdivisions. These criteria are found in Section - 12.100.118 of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates the area of the preluninary plat as Urban and Suburban The Comprehensive Plan designations remain the same since the original preliminary plat approval. . 6. No additional conditions have been recommended by reviewing agencies, including the Spokane CQunty Division of Engineering and Roads, the Regional Health District, Spokane County Division of Utilities, Liberty Lake Sewer District and the Spokane County Division of Building and Planning. 7. This is the first request for a time extension. The total life of the prelimina.ry plat has been approximately three years. ~ . , . . , , , . . ' , • ~ Extension of Time Findings PE-1750-94 Page 2 8. The applicant states that water and sewer plans are approved and that street plans and the final plat document for Shelley Lake First Addition ( 2°a phase) are both 50% complete. 9. A portion of the preliminary plat, Shelley Lake Addition, was recorded on January 30, 1997 consisting of 82 units. Of the originally approved 443 lots, 361 lots remain to be finalized. The original approval consisted of 123.8 acres of which 99.42 acres remain to be developed. CONCLUSIONS . BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the . . expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County. 2. Subsequent extension of time will only be considered'upon a finding of substantial compliance with Section 12.100.118, of the Subdivision Ordinance. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE-1750-94/ZE-34-94/PUDE-4-94 Shelley Lake is hereby APPROVED until january 24, 2001._ CONDITIONS OF APPROVAL 1. The original conditions of approval by the Board of County Commissioners dated January 24, 1995 remain in full force and effect with the exception that Spokane County , Pla.iuvng Department Condition #S is modified to state that the Preliminary Plat is given conditional approval to January 24, 2001. . . (~'i-~' ~ DATED THIS~ t DAY OF FEBRUARY, 1998. ,/U Louis Webster, AICP Associate Planner , r . - . 5 Extension of Time Findings PE-1750-94 Page 3 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be . scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee to the Spokane County Division of Building and Planning, within ten (10) calendar days from the date this decision is signed. , If you have any questions, please call the Spokane County Division of Building and Planning at 456-3675. c: County Engineer County Utilities Regional Health District ' - ' - - - . Inland Pacific Engineering, West 707 7th, Suite 200, Spokane, WA 99204 - - ~ . , ' ~ No. ~5 0114 BEFORE THE HOARD OF C4UNTY COMMISSIONERS OF SPORANE COUfYTY, WASHINGTON tNIHE MATIER OF PRBi,a41NARY SUBDIVISION ) PE-175494. SH[Ei.i.EY LAKB; WTM PLANNED UNiT ) DBYE[APMBNC OVBRtAY PUDU444; AND 7ANB ) RECX.ASSIFICA110N 2&3494. FROM URBAN ) FllYDINGS OF FACE' RSSmENTIAI,15 (UR-3.5) AND SiJBURBAN ) AND DECISION R.ESIDEN11ALr1(SR-1) Tb URBAN RESIDENT7AI,-15 ) (UR 3.5). URBAN RESIDEN'IZAL-12 (UR-12) AND ) - . SUBURBAN RESIDF.WtAL-t (SR-1) ) APPI,ICANT: N Bt H DWESTMENIS ) TH4S MATTER, being the oons€dastion by the Board of County Commissioaus of SPakam CountY ("Boudw) of sstqtscst forsppronral of a.- snina~r P1at kno~xn as Shcltey . Lakc, Planning Dc.pattmcat File No. PE-1754-94, prelimijiF4 planntd unit dcvelopmuit with bonus densiry. Fik No. PUDE-4-94. and azont roclassificaaon, ZE 3494. ail for the purpose of dcvcloping 243 single famity dwellings "and 200 mulfipk fanti.ty dwcllings on 123.8 scrcs of land surrouading nnd iacltding ShGUy LAica (hcranafta rc,f'ecrod to as ft "proposal"); aad the Board haviag camducted a de novv pubHc htaring on the pcnposal on October 4. 1994. pursuant to appeals filod by idjaoent proputy owners of the Spokane County Hearing C.xamincr Committee's previons apprnval of such proposal; and the Baard havin# fully considemd cbe testimoay and documcnt4 submitted, aad the public recald files regarding the pnoposal, and the ntembtrs of thc Board having individually visitcd or bcing factriliar with the site and vicinity ia questicn; ud the Boatd having rctedered an orsl decisioti on Novembu 8, • 1994, approving the piopOSal wiih addiLionat opndiaon9 or modifications, hereby tntexs the follawing Fadings of Fact and Doasim- FINDINGS OF FACT 1. Ihe site of the prvposal_ is located 'w the Spoacaat Va11ey. approxiniatei600 f vrauc sad hford Acnes Tracts subdivisioa. ' SCwnty. Washungton. 2• 'Iu pcoposal of a pazGmiaary I?tat snd ptanned urrit development for tt~c cntire siu zoae izclaisificatiocti for 14.4 $cxes of the sitt frm the Utfiaa Rcsidcntia!-3 - zm to the Ucbsn Residential-1Z (UR-I2) mne, and bonus dcasity f~c ihc ponian cf the sitc aaendy zonod Submrbaa Rcsidcntial-1(SR-1) (south 20.2 aars) as vrcll as the postion of the site sought to be rezoned Qo the Urbaa Residcadal-12 (UR-12) $aae. 3. Thc Proposal roquests apPt+oval to dtvelop 200 muidpie faauly housing units oa the , . 14.4 actes sought to be remaW tv UR-12, to sct asidc 532 acncs of the site for open spaoe, and to dcvzlop 2431urgZc fam4ty raideacGS on the cemainda of the site. 4. The Sporaae Coutt Ei,puiag F.uamiacr Commiuce hcid a public hcaring on the propasa1 oa Augustl8 and Angust 25, 1994, and a,pproved the proposal by wrictca fin ~d'ngs and decuton sdoptod vn Augast 26. 1944. 5. Oa September 2, 1994. Itansnd aad Elizabeth BongG the owaers of an adiatcnt - manufacturod 6ome paric. fitod a timeiy writtea apQeal of the Hcariag Examincr Cornmiccce's docision with tho Board of County Comcarssancrs. . 6. On Scgtcmbct S. 1994, testdcats ia the Rotchfard Acre Ttacts area ftled a timety written appeai of the Hcaring Facamintr Committoe's decision wich the Boand of Counry Commissioncrs. - 7. On Octobcr 4, 1994, the Board hcld a dc noro public hcaring on the proposal, with written vvcnmsats submiuod to the Board by Novamba 1, 1994 acccpted as pact of the ' tOCOId. . On November 8. 1994. the Board issued an aral docasion aMoving the preliminary plat propvsal. subjoct to the entry of writun decision aad findings. • 1 , r . BOCC FiNDWGS PE-1730-94 Page 2 : - 9. 'Clte legat rtiquircments fot the public hcsring held by the Board have been met. 10. "Thc Board edopts the Planaing DcpaRmcat sid Boacds public rccord fdcs in PE-175fl. . ZE-3494 and P'UDB-4-44 as put of the twmd. . 1 l. Thc oral tcstimony submittod to the Hearing Exainincr Committcc regarding the proposal was nat submitted to vr Goasidered by the Boud, aced does not compnsc a Qact of tbc rocoed befas+e the Boud. 'ihe Heatiag Examina Cocnmittcc's docisioa was . cocsidcnd as a rooocumaidation only to thc 8aatd c+c8ardi"8 aPProval of the ProPosaL 12. The Board talcca notict of the pravisions of the Spolcanc County Gene,raliud Compseheasivc Plan ("Comprchcnsiv+c Pian"), the Spoicanc Counry Zoning Codc ("Zoting Code"), the txpit+od Spokane County Zoning Qrdinaace, the Program to `impkmcnt tttc Spokanc County Zoning Code (adoptcd by t+csolution). and the Spokane CouMy Codc. • 13. A Decera4inatioa of Signirtcancc was issued by the Planning Dk.pactment for the proposal uadu thc State Eaviconmcntal Protoction Act and the County's local cnvu+octmental adinarECe, uid an Envuonmental Impact Statement (E1S) ocdcred. A • , Draft ELS was issutd for the pmoja't ott February 15,1994, artd a Final EIS wa9 issttcd . orr luly 22, 1994. 14. At the public hearing hcld by the Boand, the pr'unary iasucs caised involvcd ftaffic impQCts to adjaaot propeniq firom the prapos including acaess impaets to the Sirc6 Tree Manar Mobile Hoim M Iocated at the northwest eorner of 4th Avenue end Conklin Road. and inVacts to residcnts ftom the connociion of Rottchford Dcivc between the prvposal aad Rowfifvcd Acre Trdcts. 15. 'I1ir. waidrern 202 acms of the site is dcslgnacod wtthln the Suburbaa P1us category of the CocngtehGnsive Plan.and is wned SR-1. The recnainder of the sitc is dcsignatod - within the Urban canegory of the Coapmhersive Plan and is zoned UR-3S. 16. The original zantng of the site was Agriculmral undu the Spokaree Comty Zoning - . Ordia2mu, vvhich aoaing vvas t+odesignaiod to the cunratt Zoniag Codc dessificatians ' effcctivc Januerj►1, 1991, pursuant to the Pmgrain tn Implcmcnt the Spokanc County Zaning Code. 17. 1ht proposaL ts genetally coasuttt~t arith the Urban caceg~ty of the Qom{~czhcusivc Plan. which is inunded to provide the apportunity for dcvclopmtnt of a ciry-like tuvit+onmmt, aith a mixture of varitous land aus, iacluding residential dcvslcpment at various densitm aad which is associaW with a bigh kvtt of wban savioes. . is. The aatsky of thc propoaa, iwaudiq ~ of the ingk ran-dly ana mulafamily . dwclliag partions of the grapoaal, ace oastsistent with the rooonuncndod datsities of the Ucbaa caocgory of the CoanprdCnsive Plan. 19. The ~u p c~onsisteut wid~ tbe rooomaxndac~ of thc Urban category that awfrifam~ty be iocatod widi d'uect a nqr aacess to the m#or attui'al systcros of thc County. llC cnnIdfamily pordon of the prvposal is caasistEnt with wmourxding land uscs, and wiU eahaaae the residattial c,haracoer of the arca. 20. Tbc ProQoaal provit~es aarnitioa bdw~otn higha dtnsity dcvclopmcnt to the north (the mulafamily units ef the gropowl aa,d manafacha+od homc pmk uiuts) and the one half to . one acm singlc family trsets oo the aouth. 21. WhUc the u ia~oonsistcnt rvith the denstrygur'~clincs of the Suburban Plns . ' category of~ etComprchensivo Plaa. it does implecnent othcr guidelints of the Subutbaa cateM. including gravision for cluster dcvclopmnt aad open spaa, promotioa of Edl•in dcvelopmcnt. preservntiou of unique taviromneotal areaa, and - buffuing from adjaoum laad ascs to miti8atc ne8ati`+'a mnPwm 22. The proposal lies iu a•ttansidon arca' where the prvposal ovcrlaps two lacid usa catcgorics. Thc 40onqwchcnsivc Ptan pmvudcs faappmvd of transiaon ama pivposals if snch PmPosals mett the gaidclincs of t►tha Iand ust catcgaics, and depenftg on . . the impacts to adjaccat land uu categorics and mitigation of such impacxs through the t aPP='rn'al Process- . 23. The pmposat is oonsistcnt wich the transidosi ana poiicy of the Comprchensive Plan ba:ause it is implancnts ft Ucban catcgory, nnd providcs sufGcicnt butfering, dcsign . ~ _ . , , . . . - . , . BOCC FINDINGS PE 175494 Page 3 ameaities and othu oortditioitg 6o tridgate a,Qvp'se impacts on adjaccnt large lots in the Suburban Ptus catcgory, includiag impacfa on latge animal-kocping. 24. Qiccumscanoes havt substantial[y chaa ged ia the uea sinoc the otiginal ~coning of the . ponion of the sitc to be t+~zoncd to UR-12. iacludiag the incrca,xd dcmand for . msidentiat housing. Lnd use and motting tcads ln the ana. dtc extcnsioa of public sewez to the site and road impwavemwts w arteriels in the sva. 25. The proposal as conditioaed is getterally consistent with surrounding land usts. . Adequate ecctss to the Birch Tr~ce Mgnor Mob~le Hosrie Parfc and for the muSrifamily pation of thepraposal will be as.wrod by the requicod aonouction of a two way ceAtcr ' tum lanc oa Coafclin Road fro:n tht Faath Ae9catse as realigned to Spcague Avcaue. The required oonnection of Rotchfacd Ihive bemwn the praposal at its south cnd artd the Rotchford Acte.t Trats is aadod to provide n second access for adequate circulation of pcap2e, tralfic and enexgtncy vehLCles. 26. Speed restricxions atwuld be oonsiderW for Rotchfond Drive, as recocnsnutidod by the County Division af Eng'yncering. to mitigate potentiai traftic impacts to adjacent residential bt ownera fnom the oonnoction of Rotchfocd I?rtve. 27. [t is uanuccssaty for Road "N" to be eactendcd to the east bauKiazy of the propvsal,and developod as a public road. 28. i li hammm=~~=Axtcnar g ~ an arrm crosssng of South viale-Y Artc=ial nnd Conklin Road. Witttout such condition. appropriata prvvisioa eauid not be made far public roads due to the inadoquate level of scrnce for the intarsocdon ef 4th Avenue and Sullivaa Rosd that would othuvvise msuIt ai build out of the pmposal. , 24. Thc praposal is locnted withia the Central Valley School District.. Upoa conpledoa, the proposal will gu~ new sa~sats wt~ich ariA diroctly impact thc Di~strict's c~imt faciliaes. The Districx is curreatly opaatiag over its a~it~►. aad will eantinue co do so wheA thc prvposal is ftnUy dcvc,lapod unlcss sddido~al atudent housing is providcd. 30. Ihe applicant has indicatod his wzllingne.ss a enttr iuto a voluatary agroaneut with the Cu,ail Va1lcy Sdxool Disoria roquiring the applicanc w pay a pa tot fce co hclp finanoe the consmiciion of edditianal pcfrtable ar pumaneat Glassrooms. and thacby mitigato the impacts of the proposal vn student bousing wbeaa devel Such agr~oancs~t is . noc~ar~► to mitigatc tbc iafpacx of tt►c proposal oa the school d~c 31. Exiuing paric fiUCilitits in the arca of dit prqQoaal ue irutdkq~tl U~ ~k~ t' . the p~vposal witl gcneta~e addidonn! cr~dcuta which. wilt d y impasct the Cotnty . park systecn and inc:zasc the noed for addicianal pazk facihdes in the arca. 32. The apQlicani has in&cated bis wMingness to enoer into a wtuntary agreemcat with the Counry Parks Department to mitigaw irrpects fc+am the propasal on the paric :yskm and . to finana addirioaal patfc fadlidcs. Such spocmcnt is noccsmy oo miag,ate the im}acx - of the ptaposal an the school district. 33. 'I'ttc propodal ca►fo:ras witb the ?aning Code and ai! oRha applicable land use concols. 34. Thc rcquirantnri of the Planaed Unit DeveloQment Overfay ?onc, includ;ng bonus deasity provisioas, have beGn mtt. 35. The proposai complics with the Fmisions of diapter 43.21C. tlic Washingtoa Staie Envirnnmcntal Pblity AcL and vwth the Qrovisioas of the County's local environrnental ordicwnoe. 36. 'Ilie mitignting mcasutis pmscatod in the E[S or Imposod on the proposal sm adoquate - co adtigace die advcrse eaYironmeatal icapam fram che pcoposal. As conditioaed. the • propoui will aot have mote than a moderate impact on the qualiry of dm cnvironment. 37. ~~pvsal bears a substantial rnlativnship co the pabl~c htalth, safety and genusl ' 38. '[he public use and inte,nst will be servtd by the propastd pcdimiaary subdivision. planrtod unit dtvclopmcctt and dtdicadoa, anthin ttcc tncaning of RCW 58.17.110. . - , . BOCC FfNDINGS PE 1TSOA4 Pase a . 39. The proposal makes apprnpriaoe provision, within chc mcaning of RCW 58.17.110, for . . the public hcalth, aafccy and gcacral arctfarc. and for opca spaas. draingge ways and stormwata runoff. public t+oads, transit uaps, potablc araca anpplits. saiutacy wastc - dis~1 ; Qarics and c~ocY+ce~tion, scbools and sch~otgroun~ds, aad all att~a celcvant facts, . including sidcwalks and otha planning featuc+cs ttW assure safe walking canditions for scudr.nts w6o only walk Lo aAd fiom schooi. ' - DECIS[4N Thc Boazd hereby appruvcs thc preliminary Ptat utd PlanROd nnit dcvclopment (with bonus deasity) of Slu.lky Lake, Plaoniag Ftlt Nos. PE-1750-94 and PUDE-4-94, to develop 243 sin►glc funily dw~e llings snd~k2Uimuldpk family dwclling,s on 123.8 acczs of land, suri+ounding and including Steeltcy Lake; and fiather appravcs a nzonc af 14.4 acres of the site from the Urban RcsiataW-3.5 (UR 3.5) mne to the Urbaa Res'sdeacia!-12 (UR-12) zonc. in Planning Dcparumau File Na ZE-34-94. in oonjunaia► with tha apQc+oval of such PrdimhiarY Plac and pLvnnod unic dcvclcpmc* all subjoa co thc following oandiaon4. IN R,~~PNC'P m ~.m s~-rs t~.tm~ iNCS ~Ni~ Qi~DPR -~O~Rt~ OP C~(_3~~Ni"t' . ~OMMI~SiONRRS At7O~ TNA f~('1~[ 3~ tb~Ipi~ONS nP APPRn~ CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL 1. 1111 +Couditions irnposod by the Baaid of Cnunty C,onmoissioocrs sha21 bc biadiiag oa tfie • ' "Applicant,' which tetm shall itticltde the owttet cc ownus of the propeny, hars, assigns. and successora-in-intctesL . ' 2. 'ihc oondisions of apgraval apply co ft prcfirdmffiy subdivisioct of cooord. ' 3. Thc zaru rcclassifcatioa frnm Urban R.csidantial -3.5 (UR 3.5) to uraan Rcsidential-12 (UR-12) apQlics to Lot l, Block 11 of theprebminary subdivision of record. The plannod . unit-derdopmutt ewcrtay nww appties oo dte dsdt+c pmlimioaty subdivision of nocoid. SP4KANE COUIYTY PLANNITiG DEPARTMEN'I' t. 'f hc pmposal s~al! oampl~r wi13t thc Ucban Rcsidcnda13.5 (U R-3.~. Ucban Residenfial-12 (UR-12). Suburban Residentiat-1(SR-1) aad plenned Unit Deveboprncnt aotx(s) as amadod. 2. Hoctus dcnsity is app+ovod tro . ~t,csbdcatial-12 (UR 12) zoae axonc. 3. Siace muitiple zoncs affect tfie planncd unit dcvcbpmmt. minor adjustmuus in oiTwial wning boundancs may bt apgmfcd by ihC Plaaaing D'moCtot or de3j$= to trDCOgttize bt lines and raad right of wsy at the time of finaHzafion. ~ 4. The finai plat shalt bo dcsig,wd sah-mttialty in ~aonfonmaaoe vrith the preliiniaary plat - of rococd. No incrcasc of dcasity or aumbcr af tm shall occvr without a change of ooadition application submittal asd appw'val. . 5. Tht Ptanning DirectWdtsiguoc shall rcview aay pcvposod fmA plat to ensiue eomplianoe with thcse Fiadinga acbd C,ondittons of Appt+ovaL . ~ 6. A final plat name shall be indicatod befotr the 6na1 plat is filad, such aatne co be nppcovcd by thc Pfanning DiroctorfdCSignoc. . 7. Appsqrriatc road naanc(s) " bc indkatcd. 8. 'Ihc prcliaunu}► p3at is givca comditional apprvti+al for ttuw (3) Years, SP'~fficaltY to . Ianuary 24.1998. The applicant may uest an eacteetsian of timc by submitcing a writt~cc~ n~nc`st agpro ~tciy farty fiv~45) darys Yriac to the abon►e txp"uation datt. 9. Apprvpri,acc udliry easemaits shaU bc indicated au copies uf'thc Qropascd fiaal plat, Wnttcn pp~~ of utility casc~~cnts by agpropri~c trtyluy Com~nies shsll be roaivcd with the submictal of tiie final plet. c-rn • ~ ..,n~ ~ _ . . • ! r . ' ` , . . ~ aQCC CllVDINGS ' PE-1750-94 Page S - . ~ . . - , ; ;.,::i 10. Thrce (3) ciurent outif'ecates of tide shali bt furnistrcd to thc Planning Dcparnnent prior to filing thc final plat. 11. 'I?m final plat shall indcate yai+d sctfiacic arc Lcngt6s on aimd su+ett froatagC W arxd cul-0c-sac lats which moct os txoxd the minict= frotttegt of tttC undalying mnc of chc final plat. ~ 12. A p18n for watct facilities a+d+oquate foc dommdc serrioe and fum ptotatio~ shaSl bc app,+avod by dhe wacer puurrcyor, appro~ 8ccpcotocu' discric:. County Buiiding & Safay Dtputn~t~t eAd ~uaty Hcalthis•~tr'x. 'if~e ag«~o~ cs wiit crxrify on ctie Waru PieA, Pnvr to thc liling of e 6ns1 plA tbat the ptatt ts in ooctfccut~nx antfi thcir respoc6v+c ncods acrd nguladana. Thc Wantr Plan srtd oatification shaU bc drafccd on a . transparcacy suitable for nep"kkwfou uid be slgmed by the plat sponsor. 13. The wata gurvcyas shall oatify that BnMvriaft aontracwal asrangements and schaiuie of imFavcmcats havc bccn made wisQoc= for mstiuction of thc wucr system in aooordance with the apprutirod WaLtt Plm Ihe ame scbodula shalt provide . for oomptetivn of the waca sysaem and inspocxioa bY tfie lPProPr'ate Wch auchociaes priar to application for Wdding pmmits vintltin thx 6na1 plat. Ttbc anangexneats or agromaus shaU 'mclude aprovifm hoMinB SPokane Counep and the P'Weyor hazmScss from cSaims by any puidam rtfustd a bvildiag pu~t due w~e failure of cbc subdivisio~► sponsor to acton'ly oomgkta ft apFroti"td waoer sysum. 1s~~3: 14. Thc final plac aodic:xtiea shaU ooniain the following statcmcnr. " "ihe public wata systcm tto the Wata P~n appc~ovcd t~y vamty and sta.ce heaith authocitics, the lvcalpfu~c~psowcdon dstcict. Couq Build'u►g & Safcty Dc,paitmcnt and wata putveyor, sha11 bo insiaW within dis subdivision a binQing site plan. and the Applicautt s1taU pmvide for in&vidual:doaesfie wrata serv%ece as we11 as 6m Fowction to tach !ot pricx La aslc of cadi tot si►d prW to issuarooe vf a building perntit for each bL" . 15. No bailding pctmit wiil be Issued for aay Ia witttfn the &aal plat wuil oatifeed by a Washington staca-lioaistd tagnecr tbat "tbe watcr systan bas boect instalkd pwuwK tp the appvod Wata PiaA fa the final plat." indud'u►8 a signad liccnse scamp,.The eatifimuon may be 'sn the fam of a lettet. but upefanrd to be oertifiod on a coP7 of ft Wattx Pian as a schcmacic map ahowing the "as btnZt" waxr systcm. 16. A suncy is roquic~od ptiot w tht filiq af a fiaal plac. , 17. P:ior to app:vval of coad and drainage p2ans, You are roquind to ooordinate arith the Unitod 5tates Poatal Servtoe to dtbetmitfe type and laati(m of antcal mail del'[mry . facilides which may mctude applic;able ea9wnenb for devtlopmenrs of ttuoc or morc homes. ' . ;18."! A speahc tandscape plan for opai spoc ac~s„ *ndag sball . wb~rn~ ~ ccod wuh a mai~~anee avoep~tab3e w the P~g be . • . pafmnancc boad for thc projcct~iar to f„usl plat approsraJ. ' shall bc install~d aad maintained so shat sight aistanm at aocYSS poiats is not AwZrod or impairod„ LanA:scaping shaU ooafvsm co the crqtsherr►ent of tAe Spoisanc Counry • 7mting Gbdc and as disrn'bod in t~c stdfrcpo:t and shalt inchdc a wlldlik habitat enhanoc pim as desaibed an page 44 tmd 45 af dr. Sbicllq i.alce DnR BIS. [dcntif'Wation signs, 6 fea in htight. locatod st cnb=oc paints to the developmeat art appmvcd subjax to cWocmasroe wnh dcuv'scw trianglc rcgutations-. . . 19. 'Ihe PUD plaa stmII indicste all axtaior boundary settaclrs, at wxli as sctbacks from coardways and tndividual [ct tints 20. A oopy of tfie owna,s' assodadon articlGS of inooiparaaon - artd/ar bylaws andla cavcriants and restrECtions, Eogdhet with aoY athct Prov'a'ons for - maintenaacx of oommoa u+eas and faciEides, ahall be nibiatod for review and appooval to nce Planning UcpartmtM QrNOt co final'izing. 21. 'Ihe grivate roads and/or ootrnnai arcaa sham on tttis plat shall be dodicatod to a namod ho:nwwnus association cmated by documcac filod with thc Washington Secnccary of Stacc. Thc applicant ahall furnish a confonnod oopy of thc articlcs of , inoarpaadvn filed wich che Secxuary of Statc, Pria to final plat apprnval. . . , , - r BOG`C FINDiNGS PFr1750-94 Pagc 6 ~ . . - - r`' •''s! 22. 't1ie privata caads artd coannon srcas cannot be sold or transfarod, mgaidless of any pcuvisiva in the cumants co tbe conazy, and shaU bo oonsidcj+od subsarvienc cscaccs for czal cstate tax purposca to the otw lots ccr,ated hemin. '23. TUc orovaer shall negotiaoe widi the Caunry Parrs Dcpartmcm and submit a rocordcd oopr of 8 voluatuy agroancat mawng pwisi«:s fa pubtic parks prior to funlizatew anci rooording of the plat Thc agmemait sfiail proviae a writtett dtsctiptio~ of the subjax PmP~Y ~ ar~ich the ngx+ocmc~tt appties and aiso state the doUar amount auO any ahu agraed co midgating meanuza. 'ihc owaet slM atso notify any potntial purcha,9crs who have made an eVetmt to purchasc pmpxty wltbin said plnt pursuanc to the Rcviscd Code af Wsshingion (RCW) 58.17adoqvaoc provksions for puk facilitits must bc made caonditionod on a futune agroanwt bctwan the pfauAr ana Spolcane Camry Parics I?cpartimaiL . Voluntscy agrctmam bctwm the owincr and Spolcaac (3amty Parics Dcpartmcnt shall confosm to the roqu=tnts of RCw (:hapt+es 82.02. . . 24. Prujoct phasing stiall bc appruvod by the Planning Diroctor ar his dcsigna. _ 25. The oarnct shait aegoaate with Ccnaal VaIIcy School Disaict and suhmit a rwadod co"PY of a wluutary ag ent making ~t sima for public schools Qricx to fu►alizadan anci nxxr+ding~of the plat. The agmcnrra shall pcwidc e wriuat dcscription of the subject pmpaty to which tha agmcmeat appfics and also stase chc dollar amounc and any othex agnood to mitigadag measucrcs. The awna shall nlso nvtify any QooeAtial puuchase=s who havc mecie an afrocawAt to pnrdtasc proptrty wichin said plac puisuanc co the Ravisod Codc of wastnngcon (RCVV) 58.17.205. that adequatic prbvtsions far school facilidcs mnst be made condittoned on a fntiue agroement bawcw dye plaua uud sctmol disuiu. Yoluntary agreen=cs bctwrxn the owncr and schoot disorici shall oonform to the . roquircments of RCW CEtapta 82.02. • ~ . 26. The final pht atap shaII kWicast by a clcar, daghod lim the cequiciod yard ecthacks (mm all privacc, "Ttact X" or public i+aads. 17tc dcdication shaU ooateun the fotbwing smtenxnt "SWe yacd and i+ear yeid setbacks shsll bc dctamincd at tfrc tirw ttuiking puauts are n~~u~ ant~csa thac sttbacks are s~~cally draftcd oa this 5na1 plat. 'lbc sctbacks ia lu on, this p;at may bc veriod t d piam zonin a!s are obtainod." Ftoctt Ya:+d 15 fcct ' GaraV 20 fea Flaaldn,g Strm j S fat side Yaza s taa Rtar Yatd 15 fett . Nae,: A[1 txerior sdbac " bc aooozlag~g s-'nnnitroet tx wimum~~pall ~c roquired " ut~daiyiag aonG. Twemy five foot froat and ftom Rotc6fad Dciv+e and the Tntct X Roa+d: All building setbecics at+e frotit PmpertY liuts. - 27. 'Ibc SPolmt CountY Piaanin8 Depmunent shall pcepac+c aad mcord with dte Counry Auditor a Tide Notix spodfyiqg a futut+e landacqumdon ana E'a mad right-of-way - and trtilit'tGS. 'Thc c+cservod fuwm acqaisitioa acra'Iidc Noticc at,atl bc rrlcasod, in full a in patt by ft P'laruting p e nodoe should be reoordcd within the sacnc orr~ ~ram~ as an appe~ snd ~f~~ pcuvide 'Ite the follvwirW b. Fuaue building and othcr wtba,cks rcquirod by the Spokanc County Zoning Cadc • shall bc cntasutnd irom the resctvod fucurc acquisihan acca. . ; ~ /A-.1 u.6]7:c cccr 4 o7 iv-wi . ' • , . _ ~ 80CC F[NDINGS PE-1750-94 pap 7 . • . . c. No crcquirod [andscaping, padcing,'208' arcas, drainReld or al[owcd signs should be locatcd within ft fiftm avquisidon anca far road right-of-way and ualincs. If any of the abrn+e improvuntnts erc made within tbis arca, theY OaU be relocated at the appticants cxpansc whcn l+oadway improti►tcnmcs are ma& d. 'Ihc futum acquisitioa arca, uruil aoquirod, shall be private propaty and may bc used as allawod in the zvw, txcco that any itVrovuttcnts (such as kndscaping, ParkmB• suifwe drainagt, draiafidd, si8ns or othrm) shall be considerod tnunm uscs. e. 'Rx pnoperty ovvner stall be rGSponsibbc fa rclvcating such "interim" irtVcuvertxaus at the tirne Spoicxne County aralccs roadway improvcmcuts aftcr ac4uhitx8 said futun+e acqdWdon arm f. A+oquisidan by Spokane Couaty of nay fimm acquisitian area shal! be at fair trtarloti valuc tgnoring the rtstncttans on said aoquisition at+ca itnposod by @ttsc coaditiotis. 28. 'I?tc Spokano County Ptannin; DtpartrncM shall pc+cpan and rocaord with thc County . Auditor a Tidc Nofim spocifjnng a fnture lud aoquisitton aret for c+od tight-of-way and uMdes. Mte nsesvad fuaus acquisitim uza Titk Noticc shnU be rctcasod, in fu[I ot in pazt, by the Planoing Ck.Pazmreat 'Ihe aotioe should be roooedod wWm tfiz samc pmc frazm as an appcal and shall providc the foltowing: ' b. Fumn building and othcr sctba+cks rcquucd by the Spolcanc Gounty ZAnisig Codc shall be measw+od fran the c~eservod-futta+e acquisition area. c. No roquircd Wsdmping. Parido8, 208' arcas► dcginfictd or sllowed signs shoutd bc bcatod withlA the futm eboquulriott arcat foc roed right-oE-way and uWides. If -sny af d►c abavc impcavancnts am madc witMn this arca. thcy sball bc ttEocattd ' at thc apQlicant's cxpaise whdi t+omdway iniprovcaicnts arc madc. * d. 'Ihe futum aoqaiMm as+ca, uati! aoquit+ed„ sha11 be privau propacty and map be uscd as allowad ia the mm-, cuoW that aaY irrVro++caocnts (such aa laadscx~ng, paridng, suifax dcainage,. drainfir,2d. sigas or ahars) shaU be considemd intaim uStS. • C. 'iU propcrty owncs shall bc respoosibft fae rclecatirg such "li1ZC=W vmproveimats at the time 5Qdca= County malccs tvadwary ucVrvvmmts aftu acquidng said future aoqui.tttion area- f =uWtion valt ~ s c c+ctions yon fimm aaed a~oquis~uioc~ arca ia~pos~od bY c~sc ~~8 coaditioas. 29. Upon filing the fin~al plat. ar a patiat theieof, the zone redassification of the final plat au~ea sbalt bc fcnalizod. sd the exisueg mom classifuation shalt bt dwgod co Urban Rzddcntiai-12 (iJR 112), oansistatt with the ptoposed wnin8 apProvod with the RmliminarY Plat of rmocd. 30. 1he ptoposal faiLs und,e,r 6e jurisdicdoa of the waehington Scate Shoreliaes Management Act, and the appticactt is adviscd that one or mone shorelint permits may . bt ncoossary 31. 'ibc fuial plat sha,Il ddincarc the o►n3iRary Iffigh Watar Maric (OHWM) and the 200 feet af Shomtiat A,ct jurisdicflvo baumdacy- Ztk dodicaaon on the final pbt shall state: :"At the tiaw of appraval of the final plst, this pcapaty fcll undcr the jurisdLtion of the Washingtoa State Sharrliae Maaagemcnt Aex. RCW 90.5& and the Spolcam Couruy Shoneline Program, WAC 173-19-400. Any develoQment of this QmQesty sha11 atly Qcvcood in sGict camptianct with ft Shortliac Act cula and ctgulatipctis in ctY'cct at tfic • tiaic of pcanit issuanoc." 32. Piease be advisod that any use, divcr3ion, obatruction ar changc in the natural flow of any waters of the State i+cquires appraval by the WasWngtoa Scate Dcparumt of F'uh - . ' • , . . DOL`C t~lND[NGS PE-1750-94 Pagc 8 , and Wildlifc. Construcrian of thc propo.scd woodcn bridgc ovcr Saltcsc Crcck, dock and bcach atea► mnr ctquire such apQroval. SPnKANE COUNTY DIVISION OF ENGINEER1tYG AND ROADS . ptiQr To iseuance Of A BcaIdLnE Perrnlt Or L1cr Of'Ihe Pzoocrtv As BmpQsW: . l. 1'hc oanditiatal appoval of the plat is givcn by the Caunty Lagia,ocr subioct to dodication of right-of-way end approval of the road syscem as indicatcd in the - prcliminacy plat of rccv;d. 2. Plans, pnnfilca, aad cr+oss-soctions as dssigitcd to Counry standards showin8 Pr'oPosed saeet oama linc aad curb pdes shll bo_submittod to the Covnty Engiaccr for appmnral prior Oo oonsuucUOn andtoc the fi}utg of cach firwl plat; road plans Lo bc Prepared undet the dirocxion of a tiaaud Ptofcssianal Civil Engincer. 3. Drainage plans suid design caIlculntions showing tfic alignmcnt of drainagc facilidc,s shali be submiaed to thc Couaty Enginocr far apprwal pior co consuucdon and/ar the - filing of the final plat. Drainegt plens to 6c pmpaued under ctu dirccdan of a Iiccnscd Prakssiorm! Civil Engiaocr. . 4. The zegulauions of the Nationat Flood Insurancc Pr+ogram shall bc obscrvod. A dsvdvpment pemnit 9ha11 bc obtffinod fivsn the County Enginur befa+e oonstrttaion or . acvctopmeat begias within any anat of special flood hazard (ctfcrencc Spokanc County Ordinanm Na 88-0521). T'hc following statemertt shall appear within the dedicat(ay [anguagc of the plat: , "Devaeiopment qvithin this subdirision shall oonfasm to t'hercquucmcnts of the National ' - F1aod Insuran= Program and Qsapta 3.10 of thc Spokam County Code. Purcbasers of the property within chis sabdivisfan are warned of possible flooding or p~oadin.g ancf . the potcaaal icquirancnt to gurc6ase flood in~usaoe. Ilis warniag shaU b~ camed irt . cach and evay deod dcawn to tcaiisfer ownership of any and all pmputy within the plat ia the atea o#' spocial flood hazard." . - , 5. Constructi,on within the Pmposad Pnbfic stroets and easements shall be perfocmed . under the diroct supccvisiort of a licensod cnginoarJsurvcyor, who shatl furnisb the Coucuy Eagueocr wiih "as-built" plans aad a oertd'uate in writing thaz all impsovemenu wuc installod to the tines and gradea sbowm on du appraved cxonstrvctivn piars and dhat all disturbed monuments have been nplact+d. - 6. No coc+strucdon woric is to bc pafornod a►ithin the existing or pruposod gublic right- . of-aray until a pcrmit has bccn issuod bdu Coonty Engineer. AIt wosic is subloct to u~spocaon u~d aP~ral bY tbc CocmtY~agint,cr. 7. All oonsruction within the existia$ or pmposed puMic rigfiL-of-way is t0 be ooaWldod prior to filing ea,ch final piat. or achc amount cstunat,od byr the Cvnaty P.ngincer to covm the oast of canstrvcdon af impcvvcments. oons:nuction artit'carion, 'as-built' . ptans and toanumeating the stc+m ventectictics shaU be filod with the CAUaty Enginccr. . 8. No dirax sooess 5om lots to stub road oanncctions uncii such roads are oonsaucted to County stardards and cstabliahed drainage aa bounry t+oada 9. Road dcsign, oonshvxti,on, aud vontrvl Eor acuc•half (1/2) tights-of-vra and _ stub road connoctions are the respcnisi ility af the owner, developer oc applican~ 10. ApproQriaUc pravision shalZ be made that the Eollowing-desccibed propecty be held in avu antil the condnuarion of the sroexs be dodkatod or dcedcd: A one (1)-foot strip at the c.ttds a odgcs of all strocts that tuminate or bocder the subdivisivct boucudacy. (Temporary cul-dasacs arc roquirod when stroets tarninatc at the subdivision bourtdarics.) . t i. Ind'ividual deivtway acoess panuts azm roquirod ptiot to issuaseoe of a huilding pe:mit for driveway approaches to the county tvad systern. , ' 12. 13. of additional cight-oE way aloag Conklin BOOC F1NDINGS PE 17S¢94 Qagc g . ~ 4tY-' 14. Dcsignatia~ Conklin Road oo the east ne rigfit of way dc0d shall be p~ty cill Miin t~ust by Spdcane County unnl sttch timc as the executed by dt FEW right of way is roquirvd bq the Spokanc Cotunty Ea,ginctt'• 15. A scacc:naet shall bc plactd in plat dodication that no diroct access be aliowed from lots oo the Soutt► Yallcy Attaial, 4th Avcnue and Rot,chfad DrivclCatklin. 16. A statetnmt shall bc plavad in tht plat dodicadon providing for future slope easamcnts as rcquirr.d by Spolcaue County alcmg 4th Avcnue cxtcnsion. 17. Existing vounty roads adjaotxt tn and pc+avbding diroct aoccss co the plat shall be paved aadlor cusbed to Spolcam County standards. 18. A!1 pnblic roads within the piat ahall bc dcsipod aAd coastructed to SQokanc County standards. ~ 19. - 20. 'I7ie woni "apQlicanc" shaii inClpda the owaa a owrecrs of the propaty, his hcirs. . assigas and auaccssam - C2 . desi ted T" Rosdwa SoctioA Number Two, WM= is to be ~ rian of 40 fcct of - asphalt Noma Pha.se,d o«►s otchf nuc south with operation and anainteaartoe aa apcIvaue t+oad antil such timc as Raads "J" and "K" is coquirod as part of a final plat Rotchfvcd ihive whilc sttring as a pcivatc ,road will stilt be built to public toad standaids. At such time as privatc caads J and K. as delincated on ft PmfimhtmY Plat af rocmd. are oansauctod oo s«vc lots in chac particular phasc of the Qlat, che oonnoctioa to odsting Rachford Drive will bc raqnirad to be axisuuctod as a pub2ic raad wich estsblisbawnt of a public coad fran 4cfi Avr,nuc sauth m the txisting Rotchford Drivc. 22. " RoadwR 'on Number Tw+aAm u adjaccnt to enue. To minirtri.ae to ex manufactsrrod twaic patrk which aoCeasts COnfctiti Road. the roadway cross-section . . shall pmvW fos a ooatiauous two-way ltit tum V►n+c fivm the rcaligied 4th Avcauc to , SpraSuc Avatue. Any aedditi4vs1 tigttt of wAy roquirccncncs to mcct this oondition shall bc dOdicaxcd by the applicaru. This rig5i only appticabie to ~ - ooamd of the epp8canL -mmeumuwnvn 23. 'ibe Couaty Fngiuoet has "gnatod 1Wical Roadway Scction Number Two. Collcctar qrtuial standacd fot the' of 4th Avcauc, wfiich is adjaocnt to and within the additeon vf to vmfflm ; 24. 'Ihe PmP°sed PnvatC road as stwwn on the prcI'iminBrY Plat suving in exoas of 20 bts with extansioa to se:ve 8 or ksa future Iota on propesty east of Shelley La1ce and futuc+c public rigM of way tw u apprvsrcd by the County Enginca. . 25. Privatc coad(s) shall bei~s~ w Spoicu~c Gounty standard Eor a q~ivatc road urbaNsubutban P`UD au~d saving ia txcess of 201ots and are subject oo approval unckr Sectioa 10.207 of the Spokane Caiutty F'~re Code. 26. All vesud owncrs shall sign and t+eootd private noad documents as prescribod by the Spolcane Camry Eagitm. '[htso documcats ahall be rcvicwod arxd approved by the Spokane Gourtty Enginacr priot to reootding with tfie Spokane Covnty Audita. Reooc+ding numbus shall be referenood in the dodicatay language of ths ptat 27. Thc fo[lowing scatemcnt shall be pieced ia the plnt dodication: _ "WARNING: Spokam County has ca respoctsib'tlity to buitd, improve, maintain ot , t • ' • . ~ BQCC FINDINGS pS-1750-94 Pagc 10 . . othetwisc scrvicx the private roada oontained witbin or pravidc savict to the praperty de,scribod in this plat. By acocpting this plat aor su uantly by allowing a biriIding permii to bc issued aa vn ip~ ate road. Spokm CouacY assna o0 obligaaoa fa said grivab~e~ astid thx owms ha'cby scUav+kdge that the Caunty has no obGgadon of any kird a nature wfiatsoam to c.stablish, examinc, survcy. oocrsttuct, alta. repair. ,aiprave, maiabrm or providt draiir~age or snow nmwval an a private road. Zhis t ts and shall c~n wu3~ the land and shalt be bit~ding npon the owner(s), their hsuooeasors or aasigns. iacluding the obligation co participate in dtt taaictknance of tha privaoe cuad as ptovkiod herGGia-" 28. 'ihc proposod snbdivisioa shall ba anpMOVCd t,u the atandards set forth in Spolmc Caurty Boaid of Commi4sianecs Resolutian Na-844592, as amereded, which nsoluaon csrablishcs t+cgularions for rnsft sppt+vachm drainagc and focs ia ncw consavction. 29. Tle Coimty Engincu haa exanriaod chis dtv+clopmcnt proposal and has daamincd thac the isnpaa oi this proposai upon the cxisting ooanty m0d systcm wanancs thc - dodication of additionai nght-af-way and the roedway inpavtsnents herein specified. 30. 'IU fdtovving statcmtrtt shall bc Qlarced in the firtal plat dadicatioa: "Ttee privam coad as shown hcnooa is an easeaxac which pmvkks a meana of ingress and egmss for those lm within ft wbdivis~m havin4 f~agt d~Cc~ppa nnd ttoc mos+c than 8 lots a~djaCCat to Shellty Lakt W tha cast. nai widuu this plat" . ~ 31. 'I'hc Couary Artcriail Roed Plan idcntifics , - azm made w the Soath Valky Anaia1 bY paymtnt of thc #sirmar~t value of said fahure soqwsition anca ard ignoring the ratrictioas placod in saad future; aoquisidon area by t1rGSe oondidons. - 32. aiuriai impcoMar,aus are made m 4th Avc~uc bY paymeat af the au nuxm said fntun aoquisition arca and igaoring the r+e~nctio~►s plaoed ia said future aoquisition , . ama by chcse oonditions 33. 'ihere may exist ntilitim eitlxr wa~x~~ or vvufxad. atPecdng the subject Pt'oP~'Y• ~~8 ~Y to be ar set aside fcr futum "waiuon. Spoicanc Couaty assumcs no Snsncial ob' 'on fot sdj"a~ ts or rtlot~►tion - n~ndin8 thtse uaZitica. A►pplicant(s) slcl~ocJc writd the applitabk utilih! gugveyvr and che spolsne oounty snginoa oo dcmtnusre vvhvtha appticanas) a thC utUicy is czspa~sible fvf adjusament ar re~ocation oosrs and to mal~e a~rangema~a fa any aecessary worfc. ~ 34. Tbc pp1•~t has p~oscd a 3 foot bemLkLi-th a fa~oc~ooustrucood on the t+op of the bettu~alozt g dtc paimcter of the PUD. ' 31MKtcal and horizoncal) shall be doac ai the public and Qt'tva0e pnvate rvad and private wad intcrsa,tioas to ensurc tbat sefe a& distarice is na vosapromised because of this ooasttuctiom Bamn and fcnocs may have m bc adjusted to comply with safe sight disiaricx roquhanaits. . 35. Thc applicant ahall be responsiblc fa the amnecaari of Rotdtfad Drive to RotchEodd Drivt cwremty tarminating at the north ro~rty bovndacy of Rotchfad Acm Tcacts. - Yatical aad Hakmtal sigfit diswxae ba~sed on design spc~ed of that roadway shall bc compliod with To make the oonnatiaa, cotain coastiuctson may be roquimd within the public tighc of aray of R,otcttford Drivt within Rachford Actz Tracts. Thc agplicant shall bc responnble for any cnquiremazts nlating to the off-sitc conswedon of this . coadway. 'Ihe apQlicant shall iroplcuzwt utd oompty with any dcsign recommcndations by the County Enginccr [or mstricdng spoods on ttatchfad Drive. .36. ~ 'tttd for ttview aztd apptaval by the County Engincu prior to any soil ~sruption on the gcvpoaed site and shatl bc made part of any phase of the final plat. . • . ~;t r~"~":.~:eri:r^~i:ec.r~.c::%M. ....:~~:r'-"-------•- . . _ .v~:...~.:..i-'r'3~r:`a='~~---~:: _ . . _ . . - . . , . . . , _ ~ , . . . i . . BOCC Ff13IliNGS PE-17S0-94 Pagc 11 .1 37. Construction of CAxklin Rvad pcr the izquitzcncnts aforementionod shall bc donc in the ' Ist phase. This oatistruction is requis+ed bocause af the euisting oondition of ConWin Raad u=d the poa Icvels of scrvicc at the inaawction of 4th Avenuc aad Sullivan Road. Itt coajuncdvn with the Coaklin Road imptovcaznts, the c+caligncd 4th Avcnuc shall aLso be ooastriuxtd. Atty undcrground wafc fot the pla+cetrnnt of the fuwti signal at Conklia Road and Spcaguc Aveaue shall e19o bc done in this i st Pfiasc. 38. Financial nsponsibilit3► for aignalization at Corildin Rosd and Sprague Avenue shall be thc nspaaA'bility af the appticant Conscnsa3ofl of the aiVal shail oaur whcn chis intersectiwt rrtxts warrants fvr signalizafion basod on the Manual of Unifam Traflic . Control Dcvias. 39. IU Compicfensive I.end Usc Plan, enae specificalty the Artcrial Raad Plan, an clemcnt of the Adopted Comprchpuive Leuid Use P'lm daignates the South Vallcy Attaisl as a Con 1od Acoes.t PrincipaI At6citaL Tke pt+escnt plan docs aot show an . intcrucdon of tttjs facility with Conlciia Road Hased oa this approvod plen, the . apQlicant sball be responubk for the oonsoruction of 4th Avertue fcrnn Conklin Road . east to Steen Road w Spola,se Couary RoQd Standaids. Ihc applicant shall consvua or pmvide acioquat+c mmty for t!►is impravcmtnt prior to thc funal phau of this Proposed Plat• plwiiai this candition sha11 be aull and void if the ARerial Raad Plan is chaaged to rofloct an at gradC aroasing of the South Valky Artaial aM CaWin R,oad. wiftut this oonditlon of appraral Spoicane Counry Enginocsing woutd :ecommend denial of tbis plat, sinoe a pc~-e~cuting ptan ddi~atod no at grade crossuig of the Souch Valky Arttrial with Con)din Rosd and the appiicant was awam af this cvndition priar to chis puhlic hcariag. Ad,oquate roaciway istfra snucaue a►ould nvt be availabk fa this ptat without this pooAri.sion unce tht Level of Savice for the inteasectioit oE 4th Avcnue and Sulkvan R,oad is in~doquate for this Plat at baild out Off-sitc right of way for this . imprvmnent shall be secured by Spolcane Couaty and the applicant shall rcimburse SpoWc County far a prvpvrtiorrate shem af thc oostt of che nght of way. , 40. -'Ihe 4th Avenue Extcnuion Road intersection with (baklia Road shall be aligned so as • b prwidt fvr the poecmial alignmmt of 4th Av+plut as a four way intusoction. - , Spolcanc Cotnty wiU not vacatc thc pncsutt 4th Avcmu right of way to allow for this fuiune coaactiom SPOKANE COUNTY DiVISiON OF UfILtTIES - . 1. Thc defficatioa shall stat= 'Me ovvna(s) or siicee.ssos(a) in iec«= agree to authociu the County ropl.zoe thtir nacne(s) aa a paiti,on foc the faawtion of iJI.ID by pcfitian mcthvd pursuant to RCVf/ . 36-94. which peat~ includes the ownec{# pcvpaty. and funher na t,o objocc by the siguing of a pco~est peti avn agaiast d~t ftcmation of a UL~D b7 resotution method pwsuant 1o RCW Qwpta 3404 which indudes the owncr(s) property. PROVIDED. . tfiis cond'aon aban nm probibit the ovvWs) vr snoocssos(s) from ob)ecting to any . anessmcat(s) on theproperty as a rauh of im~ovctncnts caUeQ for in cor+Jurrcaon with the fvcmativa af a UIID by eidtet petitioa or rosolutiott mudtod undcr RCW Chapter 36.94.' 2. My watct smioe fa this pro;yca st►all be pravidod in aocacdarxx winc the CoordirEated Waca Syuem Plan Fat Spakaae Couaty, as arnended. 3. Applicane shail roaJce oonnection to the public sewer system. Sewa oonneetion penmit is roquu+od, _ 4. Plans aM spedfications for public facilities are to be reviewed and apQrovcd by the UtiGties Departrnent. Spoicanc County pian subrmttal rtquaancnts apply. • S. Secvsiry shall bc dcpositod with ttte Utiliries Dk;partttxnt for constnxtioc► of public facilitics. SPUKANE COUfYTY HEAGTH DISTRICT . t. 1he final plat sha11 be designed as indicatcd oA-the preliminsuy ptat of czoord and/ac any attachod shccts as nvtcd. . ' . ~ • • . gocc rnvniNCS PE-1750-94 Page 12 . • . 2. Appropriaec utiliry esstmxnu ahall be indicatod on vopics of the preliminary plat of ru:aid for distiibacion by the Pianaing Ck-,1a~ru»eat to the utilit~r companies, zipolcarte Counry ca g'~« and thC Spokane COutttydlth DisuicL Wntten aMoval af the casemcnts by the unlity aom,pultes must bc roocivod prior to thc suMrnual af the finai plaL 3. Sewagc disposal mcdW shall be as authocizod by the Dira.~tor of Utilitics, Spokane County. . 4. Waoct SCtviCt shall be ooordirtattd through the D"u+ector of Utilities, Spolcaree County. 5. Waocr scn►ice shaii k by an cxisting public watetaupp1y when appavcd by the Rcgional cnginoer (SPolcam). Statc Dcparoncnt of Hcafth. 6. Prior to fiting the final plat, the spansar shali dtmanstratc to the satisfaction of the Spokane County Hwlth District that an adoquate and potabfe watcr supply is availabie co each "ct of the ptat 7. Pria to ftling the final pls4 the sponsar shaU present cv;du= that ft plat lies within the rcoordod suvice ar+ea of the water systcm proposed to seM the plaL 8. A ptan for waoer facilities adoqaace for domestic ux,-domestic ictigadon use arod fire P use shall be aOrovod by the wauer Qarvtyoc. Said watec ptan must luve ba~n a~pprovod by the fati protoction disoricc and the approprisoc hcatth autboritics. The hcalth ades' final lkr (pntveyvr) ead the fine pc+owtion di$tricx wiU oettify. Prior to filiag of C p1at, on the fue of said wata plan that tlt plan is in coctfaimaccc widi thar roquirameats and witl adoqttatelY saftsfy ttscir tespccrive aceds. Said wata plaa and ocrtiRcaaan will ba draRed on a transparutcy suitable far ncproduction. , 9. 'Ilue pimreyor vvill aLw catify QcicR t4 6lieig ttte flnal plat on a cogy of said wata plan tfiat approQnate oontramal anangements have ban made with du plai spoctsar for construcdan of che wata sysum in aooordancx with the appmved plan uW dme . schodulG. Tbe ume 9hoduk will pcuvi$e, ia any case, for compkaon of the water syst= and Wvoctim bY the aPPqptim healih aathoritiea pcror W appliwiian for build'ingp=wcs within thw plat. 'Ihe aoutraaual ac:artguttents aritl include a pcovision holding Spokane Connty. Spokam County Health District and the purvey" harailcss from claims by miy tract putchaw afusod a baildin6 pamii dac Lo failurz of ft Qlat spousa to saasfacaorily oaatpktc the apprwed wata systcrn 10. Apublic xwu systan will be tnade availabk far the platfpc+ojoct. aryd individual urvece will bc grovidod to ewh toytrmct prkx to sale. Use of individual vrt-site sewage disposal systerns shatli tat 6e authariud. 11. A stacement shall beptaccd N the dedication to the effea that: "A public scwa sys~n wil! be made s~vailable fac the [P~~3~], sad indivi4ua! sttvice wilt be Rc~rir~dod to each lotltracc psia eo sa2e. Use of uidivndual on-si6e uwage d'ispoeal systans shall Rvt bc audaiized." 12. 1hc dcdicatory Ianguage on tEic plat shall state: "Use of private mlls and wata syscem fa the supply ancftr distributioa of potablc domc.stic wsoer is pmhibircd." _ 13. 'Ibe plat dedicadon sbali ooarain a smtanM W ttu effoct ftt: -lhe public wata sysam, pursuAnt to thz R/atet Pian~r~v by caunty and state health autl~ities. the ioca! fue p~vftxooa disnrict, County B'u~d~n'~g nnd Safety Ikgaunecet aad wata puc.veya~. sbaU bc iristallod wiihin this plat, ar►d thc agplicant shall pc~ovidz for lnd,vidual daaceseic wac+er 9avioe as well as fin praoctioa w esch tract pft to sak of cach tract and prior to issuanca of a building penrtit for cach aaa." SPOKANE COUN'TY DIVISION OF BUILDINCS 1. '!he applicant shalt oonta,ex the Division of Buitdings at the earliest possible stage in ocder to bc infonnod of oodc n~quu~a adminiscuzdknforood as authwizod by the Scace Buiiding Codc Act D~sign/developnmt oonccrns include: Fue apparatvS aoposs roads. fue hydraat/flow, approved wwer systcros, bvilding aoccasibilim constructioctty . oocupancy classifcation, exiting, cxtuior wall protoctior~. and en~rgp oode czgui~w~'ons. . ~ . - . ' ' . s . . BUCC FINDINGS pE- 1750-44 Page 13 _ SPOKANE CUUNTY AIR POLLUTION CONTRO[. AUTHORTtY 1. AD air pollutioa Rgulatiom rrwst bc mct. This includes but is rtot Gtnitod to the follawing: 2. Air pollution rcgutauons taquirc that dust ernisslons during duno 'luion. oonsaucaon and ezcavarion projccu be contrallod. 'ihis may roquire use of wattf spcaYs, tarPs, sprinklcrs or of e~tivity dnring ccrtain weather oo~nclidons. Haul toads. should be trrat ~a~anissions fivm the transfa of ewthm mateiial mnst bc ooncr+olled, as wcll as cmissians 8om afl ocher construction-rclatcd activitics. 3. Mcaswzs awst bc tajcen to avoid the deQnoaon of dirt and mud from unpavtd surfaces . Onyp pavCd sutfacts. If trsclaitg or SQills aCCUr Ot1 pavod su[facm meaSlme4 musi be takcn icnmodiattty to clcan thcse surfaces. 4. SCAPCA smongly rooommcnds that ali varelod surfaccs (tngress, egess. partin8 . areas, acoc.u caads) be paved and kcpt dcan oo rninilninc dust cmissions. - 5. Svlid fuel hcating devicc(s) shall mect prrn►isioas of SCAPCA Regulation I. Articla V ll1_ . 6. Dcbcis genaat,od as a c+csult af this proyxt must bc disposod by a mcans atltia than bumirg. SPOKANE VALLEY FIRE DEPARTMENT 1. The ftte Dtpartmcnt wiU roquirc that aooess w the southern poWon of the plat bc available off of Rotchfad Drive and idth Aveaue. ' 2. A wacer pten showing hydranc locauons will be requirod. ' BY'IHE ORDER OFTHE BOARD THIS 24TH DAY OF JANUARY. 1995. SS[ONGRS BOARD ZYjkC014M1 ticipate) (did not par Phillip D. S v Ha.sson Votc of thc Baud of Spokanc County Commissioncrs as foltows: Cummissioncr Mumcncy - Aye to apgrove the proposal (ternunated oflice before writttn f ndings and dxision pracn0ad for aQp:vval) Commissivner Hassam - Ayc to appmve the proposal Cotnuussionu Chilberg - Aye [o apprvve the prvposal - . v ' , . ~ BOCC FINDINGS PE-1754-94 Page 1,4 ~ ATIEST: W B. DpNAHUE, o e Board By: . oncagi~ Depury (~aic 4FFIC Ai. N YTI FOB DATF ANn pI,A . FOR GQ ME1VG NC N APPEALs NOTE:. Pursuaat to WAC 197-11-680 (S), nocioe is hcrcby givcn by che Board of Counry Commissioners in oanjunctian with thc Board's actions in the above mauer that: . (1) Pursuant W sccteon 14.402.180 of thc Spokane County Zoning Codc arW RCW 58.17.180. the amc limit for commcncing an appeal of the Board's appravals in abovc macccr is chirty (30) ca~endar dar fcvm the Boar(rs execution of the abovc F'indings of Fact and Decision. _ (2) Tt►e tiabe ftamc for aQpcaling any SEPA issues with mspcct to Uu abovc actions takea by the Boaid of Counry Commissioners is thirty (30) calendar days from chc Board's cxecutiot► of the abovt F'indings of Pact and Decision, in aocordance wit6 the pravisions of WAC 197-11-680 (4) and scction 11.10.155 of the Spokam County Code. A notice of intenc to raise SEPA issues by judicial appeat is requirod and musc bc fitod wit6 Waltis D. Hnbbard, Dtrcctor of Planning, . Wcst 1026 Btondway Spokanc, WA. 49260, within thiny (30) calendar days from tho Board's exccution of the above Fndings of Fact and Dccisioa (3) 'ihe appeal of eitha the above acdons takcn by the 8oard or any . SEPA issuea must be filod in Spokme Councy Supcerior Couct ot a court of compctcnt jurisdktion as pmvided by law. 1 JDI'a 1.44bb•C Ccci $07 nrr.i .r..-.. . • ~ . . , . , . • . - 1 . 1 4 i< N i`4 L .N UfV,1510N Ol' 13INGINr-I:RING AND 170AUS A DIV151UN 01,'17I-11i PUMLIC WGItKS I)1,I'Aft'I'M13N'I' ' j William A. }obirs, l"',E., CUllllly E11gIt1CC.'r RECEIY E4..! ' AGRE" r MENr1, rl,O PAY FEES 0 E C 11 2-000 . , _ I:NG1N,l1Xt'S A.GR1%A71_?,N'' NUMX3EIt SPOKAIVE COUNTY ENGINEER 'l'Il is ag rc:e.~iMt1t bCtwcet'1 Spcaka114 COu11ty 4'Llncl Robe_rt L. Heitman, Jr: wllusc: intei:est iil tlle pcOaect is~ awner . , ki.t;. 1,1MIC1, :lECilt, LAL., is eiiterccl Illl6 llll5 6th day of' December , 20 00 .'rhis asreecilc:«l is 7pplicable to the proJrct kiiowai as: ey' Lked Ad.it~nu Jhe {c1~C"ii~fi;~i1'f~lu 1101110uJ , rl'liat ll~~: ils ancl parlic:s named lacrcin as havins <<<i halei-csl ,in, lhe above c.lcscciUecl pcopercy or pt•c~jCet agre;e to tlle1'ulloNviiig: ' . ; . _ l. Reiiuburse Spokane Coutity ~L'ur pw,jcc;l revrew aiad anspcction 1'ces as speciliecl in Chapler 9.14. of . ~ tiiO SpOhane COuuty COclC, 111c; ['ces will be bascci on ac_:nial s<<Iary'custs incuct•ed Uy Spokane COuiity 1'or pcoject rc:vic>wti ailcl l ur inspecliai~~S phis, a Ceil (ll:jtC(:[ll' aclmiuistraldVt; CI1al'gL, ancl will bc bil,led ri10nchly as acccuecl. Any billing ai»ounls, duc, :iitielutlinS any expeaases iricurrctl in LI-ic . cOlle:t;tiun 01' an Ovir(luc accoti»t, ii'iusc bi; paicl prioc co iclle COunty's 1-iCc~IAancC of lhr: 1)1'0 ' juCt 1i01. i'xling. li' a projecc is approvcd and/or filed witli a bataiace still otivitig, the unpaicl ualailcc; slxall l~e p<<icl williiii 30 clays ol' llie iiivoici datc. 2. 17hc undcrsig»eci agrecs thar tlicse iecs arc clue 7nc~~ payabao upon t'eCell?C or tllc: Ui111us a5 SpeGitICCI . ab(7v(.-`. ~ r 3. Aiiy itivaiccs not paid wathin 30 clays 9f the iiivoice clate will be coiisicicrecl delinquent. Zf a»y ouCstanding balaiicc; oii the account for this projecC is i1ot paid withi~a 30 cJays of t11c xiavoice-date,. . , x~o fu.rChcc rev.iews of the projcct cloeui»ents will Ue., conducted until the eiitirc account bal<«ice is paitl. Aiiy valauace oia the; zICC0UIIC I'or lhis project iio(, j~,aicl tivilhiti 65 clays of tllc iuvoice dale »Yay . result in lc;bal action or the inatiatimi of otlier eoll'ection, proceclures, iilclucling iefera•al to << . '~IzcoHccciq» agEllcy. Tfic Spoiisor will be liaUlc; far any.ancl! all 'expt«scs irlcurrCCI'bY l'I1C C(7UCll'y [oi- the colle;ctioii oC-overduc accounts. zt. '1''liu tiloiitUtly Ui'lliiig sliuulcl be sen,t to the alteotion uf: N t1 M L: Landmark BuiLlders,. x Robert. L_.__ Seit=nJr.. A D U IZCSS : • 8225 No~ith Division Stieet ~ . ~ . ` C1171', S'[`ATE-: SUgkaneT Washiap-ton • . Lll) COlSL: 94208 1'HQNL 4: (509)467-2123 PISIONE # 2: . . I17, A X (509)467-2578 . Il: . , . - I uiiclei•sraacl tliat fai.turc tQ pay these I'ee•s may,r'csu,lt in clelay in cUiaipPetiota or-approval of xhc projcc~~or ot.lier possible sanc:lions. " O 11, tliis fee agi'C@lIlellt 15 CU111pleCed Vy SO1l1cO1](; U[I1Cr than cIle SpC1[1spr (i.e., tl~e projc:ct owiler or a ~cl, Clicii P_.ri~ipal ia~ tlic (~ixm sp' oiisorin6 tlie 1~ioJect) b ~ ' , such <<s 111e Ei~-i~aeei, tlesiba~in ~ the 1~it~.l~ ri. ' wt`i;ttEll nuehorazat,ion fl'Qlll the S nsor speca"cally authoi•l7hib tlfc Abexit iu excc«te tlais Fcc . . .,~~•cGaaie~at is au~acl~etl tc~ tl~is c Areei~lent ~ • _ • 7 SICNA'~l~[\E I3y. ' _ • _ ~tl ~ . . (17RINT NAM1:)k ~ . . . . , . 5.e1N'at ( ~`lUNTY E'N(.;IN EUt RS. . lt.+'1'U10 Y1~~LLOW Co1.'y '.l'(a SPU1 k-11'`i1g1l'l'rll'.dlll 2r2000 r_.• ~ , ~ ~ - _ t()2G 1~~ 13i•u:tcl~~~.i ti~ ;1ve S~~t~l'c:~iie 11'A'»2(i0-Ul?tl (5()9) ~#77-:~fUU t~r1.~: (509) 477-2243 '11)1): (509) 324-3166 'l : . $06koane alley 117 07 E SPrague Ave Suite 106 ♦ SPokane ValleY WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org January 25, 2006 . Kerri Schoolcraft Washington Trust Bank Builder Services P.O. Box 2127 Spokane, WA 99210-2127 Re: PE-1750 Shelley Lake 3`d Addition Letter of Credit #20227 Release Ms. Schoolcraft: This is to notify you that Robert Heitman has successfully completed the street construction and inspection for the Shelley Lake lSt Addition (PE-1750). The City of Spokane Va11ey, the legal successor to Spokane County since the incorporation date of March 311 2003, hereby releases all interest in Letter of Credit #20227 for the full amount. The requirements have been satisfied. If you have any further questions, please contact me at 688-0174. Sincerely, . % ~ Sandra Raskell, P.E. Development Engineer cc: Robert Heitman, Jr. - Developer John Sawyers, P.E. - Sawyers Engineering Department of Public Works - Development Proj ect File _ , . s, =r O S P O K A N E C U N T Y DMSION OF EIVGINEERING AND ROADS A DMSION OF TFE PUBLIC WORKS DEPARTMENT MEMO _ To: John Hohman, Senior Engineer Frorp: Pat Harper, Engineering Administrator Date: August 5, 2004 Subject: Plat for Shelley Lake 3~d Addition within , City of Spokane Valley On August 5, 2004 I turned over to John Hohman, Plat for Shelley Lake 3rd Addition (P 1750-C) located within the jurisdictional boundaries of the City of Spokane Valley. John Hohman, Senior Engineer . Pat Harper, Engineering Administrator . • -fv CLAIN - ~ - 1026 W. Broadway Ave. ~ Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) ~ TDD: (509) 477-7133 1 Saywers • ' • • Menlo Tos Buster Heitman Via Fax Fr+om: John Saywers CCa File = Qate: March 22, 2005 . ~ ~ OAP"rd~ ~ Buster, 3 I had meetings talay with STI Northwest and Metro Engineering re± Nunch list items pending on previous Shelley Lake phases. Here is asummary of outstanding items aa;ording to Joel Lee and Ryan Spidahl of Metro Engineering and John Morehead of STI - - - - Northwest. 1, Shelley Lake PUQ • As far as anyone knew this one is oomplete except for the pond issue. This is a City oertifica4on as the County did the inspecaon on this one. - 2. Shelley Lake 2"0 Addition • Fine grade swales per design dimensions, irrigate, and es#alplish sod. Ensure that all drywell are 8 inches abQVe swale bottQms. Not verffied by S77 for certffi'cation at ttris time. • Cation exchange tes6ng must be completed. Note: STI letter sta#ng test failed 4121104 io Bob Heitman from Bob Graham. • ReRair asDhait and curb settlement on Shelley Lake Lane in vicini_ty of sewer manhole. Not verrf"red by ST/ for certificatian at ttrls tfme. • Repair concrete cross gutter at Galway and e. Mortar lid frame to sewer manhole cone. Not veiifi'ed by STl for ~ertffi'cation at this time. • Replace curbs at island entry feature. Curbs have aeen se~led; John Hohman didn't like the look but was ok with them. • Rotchford; repair two setdement areas of street, curb, and sidewalk; one near Gatway and one near transition to initial phase of project Sidewalk has been ►Vaired per Ryan but he didn't know what John Hohman wanted to do on tihe setdement areas. 1 ~ • RQtchford: seai gaps between curb and sidewatk. Corrtp/eteal per Ryan. • Rotchford: install new drainage inlet into Pond A in area of ponding along southbound (ane, Submit an 'inlet detail stamped by an engineer fQr review and approval. Not v~ffied by STI for ceffficanon at this time. • Rotchford; grade and fill area of previous culede-sac. Not verifled by STI for ce~cation at this time. • Rotchford: grind off excess asphalt in southbound lane: Not verrfed by STl for ceWcation at this time. • Rotchford: repair asphalt patch at existing inlet to Pond A, Comploted per Ryan but not verfflfed by ST/ for cerifflcation at this time. • Rotchford: repair cracked sidewalk panels. Completed per Ryan but not verified by STr fQr certWiGation at this time. 3. Shelley Lake 3`d Addition • All items comple#ei and wafing f4r letter from John Hohman, 4. Shelley Lake 0 Addition • Submit new drainage plan for this phase to reflect what has been constnacted. Any revisiQns to plans required du ring our review will need t4 be constructed. Last Wednesday 1 rnet with John Hohman and Sandra Raskell regarding this issue. eLe submitted these plans in May of 2004 and received comments on May 14, 2004 but did not r9espo.nd to the comtnents. ! now have bhe comments attd tfte plans submitted. • See attached letter dated July 16, 2004 from Metro Engineering showing the Runch list items from a July 9th walk-through with John Hohman. Per our discussions I belieye most of these items have been completed, We need John Morehea-d from STI to cefify these itemS to the City in order to cbse these projects, The comments to the plans submitted by CLC also need to be addressed. Please call when you get a chance s4 we can discuss these items. Sincerely, John Saywers 0 Page 2 • •V r aywers Eng • Memo 'to: Buster Heitman Via Fax From: John Saywers CC: File Qa4e: November 30, 2004 Re: Shelley Lake Punch List Items Buster, I had meetings today with STI Northwest and Metro Engineering regarding the punch list items pending on previous Shelley Lake phases. Here is a summary of outstanding items accorciing to Joel Lee and Ryan Spidahl of Metro Engineering and John Morehead of STI Northwest 1. Shelley Lake PUD • As far as anyone knew this one is complete except for the pond issue. This is a City certificabon as the County did the inspection on this one. 2. Shelley Lake 2"d Addition • Fine grade swales per design dimensions, irrigate, and esCablish sod. Ensure that all drywell are 8 inches above swale bottoms. Not verffled by S77 for cwtiAcatlon at this time. • Cation exchange testing must be completed. Note: ST/ letter starting test failed 4121104 to Bob Heitman from Bob Graham. • Repair asphalt and curb settlement on Sheliey Lake Lane in vicinity of sewer manhole. Not veriried by ST/ for cortirication at Chis time. • Repair concrete cross gutter at Galway and 9t'. Mortar lid firame to sewer manhole cone. Not verrfied by STl for certification at this time. • Replace curbs at island entry feature. Ccrrbs have been sealed; John Hohman didn't like the look but was ok wtth them. • Rotchford: repair two setdement areas of street, curb, and sidewalk: one near Galway and one near transition to initia( phase of project Sidewalk has been repaiied per Ryan but he didn't know what John Hohman wanted fo do on the settlemenf areas. 1 ■ i'd ZOEO-bbG (60S1 siamReg uyor dGZ=TO v0 9T ' • Rotchford: seal gaps between curb and sidewalk. Completed per Ryan. • Rotchford: install new drainage inlet into Pond A in area af ponding along southbound lane. Submit an inlet detail stamped by an engineer for review and approval. Not verdi'ed by ST/ for certiflcation at this time. • Rotchford: grade and fill area of previous cul-de-sac. Not verified by STI for certffication at this time. • Rotchford: grind off exoess asphalt in southbound lane. Not verif}ed by STl for certitlcation at this time. • Rotchford: repair asphalt patch at existing inlet to Pond A. Completed per Ryan but not veritied by STI for cerffication at this time. • Rotchford: repair cracked sidewalk panels. Complet+ed per Ryan but not veriFied by STI fvr certification at this time. 3. Shelley Lake 3'd Addition • AII items completed and waiting for letter from John Hohman. 4. Shelley Lake 4th Addition • Submit new drainage plan for this phase to reflect what has been constructed. Any revisEOns to plans required during our review will need to be oonstructed. Last Wednesday / met wirtrhh John Hohman and Sandra Raske/l regarofing this issue. CLC submitted these plans in May of 2004 and rece,iveal comments on May 14, 2004 but did not nespond to the comments. J»ow have tihe comments and fhe plans submitted. • See attached letter dated July 16, 2004 from Metro Engineenng showing the punch list items from a Ju(y 9"' walk-through with John Hohman. Per our discussions I believe most of tfiese items have been completed. We need John flAorehead from STI to certify these items to the City in order to dose these projects. The comments to the plans submitted by CLC also need to be addressed. Please call wfien you get a chance so we can discuss these items. Sincerely, John Saywers 0 Page 2 Z' d ZOEO-~IfiL (60S ) siams;eg uyoC d82= T 0 b0 91 oaQ . ' MEris'RO E,NGIIVEERING, INC. Civil Engineering aitd Project Manage»:ent Sen,ices ~ July 16, 2004 Buster Heitman Ridgecrest Developlnent 8225 North Division Street Spokane, WA 99208 Sent Via Fax 467-2578 RE: Shelley Lake 4`h Addition - Punchlist #1 Metro Engineering, Ync.'s Project # STI-Shelley4th Dear Buster: On July 9ih, 2004 a walk-through was completed for the above project with John Hohinan of the City of Spokane Valley Engineering Department. The following is a"punchlist"of items that need to be completed on Shelley Lake 4`}' Addition, per thc approved . construction plans: 1. The W.S.D.O.T. Catch Basin locatPd at the northwest curve of Shelley Lake Lane has an approximate 5" depression. The plans call out for a 2" depression. The catch basin will need to be raised with at least a 2" riser. At this tiine, the concrete apron around the catch basin will need to be repl aced as well. . 2. There a-e many cracks in the curb/gutter that will need to be removed and replaced. Probabiy due to constrction ai-ound the site, the tops of the curbs have been run over and have fractured. I have marked the curbs needing replacement with a red "marker" crayon. The marks will not lasi vcry long, so T would advise Bob Heitman or Shawn Montez to have a look at the curbs marked with a"Red" circle. It was determined by the either the Spokane Valley or myself which curbs will need repairs. 3. Pond A and Pond B are adequatcly sized per the design plans. However, lhe ponds will more than likely need to have sorne sort of inigation means to aid in the germination of the dryland seed. The ponds currently are filled with weeds and are noi consistently "flat" at the bottom of the pond. The pond should be graded to create a flat bottom throughout the ponci. 4. Pond A will need a new concrete apron at the inlet. The current inlet is cracked which seems to be fTOm erosion of matcnial underneath the apron. 5. Due to the new location of Pond C, the City of Spokane VaIley has informed me that they still do not have the most current set of plans. I contacted Autumn Friday @ CLC Associates to find out what the stahis of those plans are and when I can get a copy. I left a message for her to call rne back. Once I have zeceived those plans I can do a more thourough inspection of the project and make sure that Pond C and D are adequately sized and in confom-iance with the design plans. S. 324 Sfierman St. Spokune, YYasliington 99202 Ph.: 509-624-9351 Fax: 509-629-81 S3 E'd 20E0-~tIG (60S) siamres uyoC d62:i0 tr0 91 oaQ ~ ' > ~ If you have any questions, please call me at.624-9351 (office) 879-7204 (ceil). Sincerely, MefYO Eiagineering, Inc. Ryan Spidahl, E.I.T. Design Engineer cc: Project File ~ r--. S. 324 Sherman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fax: 509-624-8153 fi' d 20E0-i-t7L ( 60S ) sjamFeS uyoC d8z = T 0 t'0 9 i oaQ ti v ~ . g . . g ■ Menw To: Buster Heihman Via Fax Frmm: John Sayu+rers OCa File Dato IVlarch 22, 2005 ~ Buster, ` I had meefings May m(ith ST[ .N_arth , .vv~~t ~►td ~e~o Engineerir~g ~arding thP pc~ncfi~ list items pending on previous SheEIey Lake phases, Here is a summary► af outstanding dems apparding fia .fael Lee and Rypn Spidahl of Metro Engineering a~rd John M-~rehead of STI h~vr#hwes#. - - - - - - - - - . - - - - - - - 1. Shelfey L_ake Pl9a _ • As fa~ as anyone knerv this- one is complft @xc-ep# fgr #he pand issue. This is a City certificabon as #he County did the inspec#'ron on this one. 2, She[!e}r Lake 2"d Addd[on + Fine grade svwrales- per design dimensiarts, i.nigate, and establish sod. , Ensure tha# aII drywell are 8 inches above swaCe batfiams. Not veffiecf by STI for cerVficafiorr a# this drrre. . •Catiarr ~xc~ear~ge testing must be ooranp~~eted. 11~of~e: ST7 #e-f~r sfa~i~rg te.g~ faiJe~ ~iI& to Bob ffeiftnan from Bvb Graham. • Repair asphalt and cur~ wMernent on Shelley Lake Lane in viginity of sewer manhole. ~~t verfft'ed by S77 for certfflcadon at Mrs Lime. • Repaif rQnvet~ ~rm gutter at GaIway and e, Mar#ar lid frame to sevver fl"lr~nholeCof1e. Not #I$iffiedbyS77fol' certfficsdon at thfs tfmer • Replaoe curbs at island entry feature. Cyri~s have been sealecf; John #1c~hfraer~ dicln't dike ~e look bu# ti+iras ok with them. - - - - - • Rotchfbrd: riepair two set#IeMent areas of street, curb, and sidewalk: one near Galvwray and one near transifion to ini#ial p~ase of prvject, Sfdewalk has been repaFmd per- Ryan btrt he +drdn't know what John Nahman wanted ta da on the sei#Iemenf areas. - 1 ti Rofichford: seal gaps between curb and sidewaik. CQmpleted per Ryan. • Rotchford: install new drainage iniet into Pond A in area of ponding along southbound lane. Submit an inlet detail stamped by an engineer for review and approval. Not verffied by STl f+or certification at this time. • Rotchford; grade and fll area of previous cul=de-sac. Not verifleaf by STl for certification at this time. • Rotchford; grind off. excess asphalt in southbound lane. Not verfffed by . STI for certirication at this time • Rotchford: repair asphalt patch at existing inlet to Pond A: Corrtp/ef+ed per Ryan but nof verirted by STI for cerfirication ai this time. - • Rotchford: repair cracked sidewalk panels. Completed per Ryan but not verffi'Qal by STI for cetffca_tiQn at this tfme. 3. Shelley Lake 3`dAddition • All items completed and waiting for letter fr4m JQhn HQhman. 4. Shelley Lake e Addition • Submit new drainage plan for this phase to reflect what has been r,_qnstructed. Any revisions to plans reqtaired during our review will need to be ovnstructed. Last Weclnesday Imet with John Hohman and Sanalra Raske/l regarding this issue. CLC submitted these plans in May of 2004 and received comments Qn May 14, 20_04 but did not mspond to the comtrrertts. 1 now have the comrnenis and the plans submitteal. . • See attached Ie~er ~~~~d July 16, 2004 from Metro Engineering showing the punch list items from a Jufy 9P' walk-through with John Hohman. Per our discussions I belieye most of these items haye been completed. We need John Morehead itnm STI tQ cerafy these items to the City in orcier to close these projects. The oomments to tfie plans submitted by CLC also need to be addressed. Please call wfien you get a chance so we can discuss these items. . Sincetefy, John Saywers 0 Page 2 ~ L a • g M e ny-W Yo: Buster Heitman Via Fax From: John Saywers CC: File . Date: November 30,2004 ; Re: Shelley Lake Punch List Items Buster, i had meetings today witfi STI Northwest and Metro Engineering regarding tfie punch list items pending on previous Shelley Lake phases. Here is a summary of outstanding items according to Jael Lee and Ryan Spidahl of Metro Engineering and John Morehead of STI Northwest 1. Shefiey Lake PUD • as Yar as anyone knew this one is complete except for the pond issue. This is a City certifica6on as the County did the inspecction on this one. 2. Shelley Lake 2"'dAddition • • Fine grade swales per design dimensions, irrigate, and establish sod. Ensure that all drywell are 8 inches above swale bot#oms. Not verffted by S17 for certification ar this time I _ • Cation exchange testing must be completed. lVote: STI leiter stating fest faileaf 4121104 to Bob Neitman from Bob Graham. • Repair asphaft and curb settlement on Shelley Lake Lane in vicinity of sewer manhole. Not verified by STI for certfflcation af this time. • Repair concrete cross gutter at Gaiway and 9P. Mortar lid frame to sewer manhote cone. Not verifred by STI for certitication at this time. 0 Repiace curbs at island entry feature. Curbs have been se+a/ed; John Nohman didn't like the loQk but was ok wiM them. • Rotchford: repair two settlement areas of street, curb, and sidewalk: one near Galway and one near transition to initial phase of projecG Sidewalk has been repaired per Ryan but he didrt't know what John Nohman wanied t+o do ort the settlemerrt areas. ~ . ■ ~o ~f f am~eg uyoC dLZ : Z 0 ~0 9T sJ j• d 20E0- ~►~L (609) . • Rotchford: seal gaps between curb and sidewalk. Completed per Ryan. • Rotchford: install new drainage intet into Pond A in area of ponding along southbound lane. Submit an inlet detai{ stamped by an engineer for review and approval: Not verjried by ST/ for ceitFication at this time. • Rotchford: grade and fiii area of previous cuWe-sac. * Not verifieal by STI • for ceftificafion at thls time. • Rotchford: grind off exoess asphalt in southbound' lane. Not verffled by STl for ceiffication af this time. , • Rotchford: repair asphalt patcfi at existing inlet to Pond A. Completedper Ryan but n o t verifred by ST! for certfficatlon at thls time. • Rotchford: repair cracked sidewalk panels_ Completed per Ryan but not verffi-ed 6y S7! ior certffi'cafion at this time. 3. Shelley Lake 3"° Addition • All items comp{eted and waiting for letter from John Hohman. 4. Shelfey Lake 4"' Addition • Submit new drainage plan for this phase to reflect what has been constructed. Any revisions to plans required during our review will need to be constructed. Last Wednesday ! met with John Hohman and Sandra Raske/l negarofing this issue. CLC submftted these plarrs in May of 2004 and recelved comments on May 14, 2004 but did not respond to the commenis. 1 now have the comments and the plans submitfieal • See attached letter dated July 16, 2004 from Metro Engineering showing the punch list items from a Ju(y e walk-through with John Hohman. Per our discussbns I believe most of these items have been completed. We need John Morehead from STI to certify these iterns to the City in order to dose these projects. Thq . comments to the plans submitted by CLC also need to be addressed. Please call when you get a chance so we can discuss these items. Sincerely, John Saywers • Page 2 z• d 20E0- t~bL (609) siamReg uyor- ' dQZ = i 0 *,O 9 T OaQ • . ~ MEIT'RO ENGINEE"NG, INC. Civi1 Engineering and Project lllanagemenl Sendces ~ July 16, 2004 Buster Heitman Ridgecrest Development 8225 North Division Street ' Spokane, -WA 99208 Sent Via Fax 467-2578 - RE: Shelley Lake 4`" Addition - Punchlist #1 Metro Engineering, Ync.'s Project # STI-Shelley4th Dear Buster: On JuIy 9~', 2004 a walk-through was complc;ted for the above project with John Holunan of the City of Spokane Valley Engineering Departlnent. The following is a"punchlisi" of items that need to be completed on Shelley Lake 4`h Addition, per thc approvetl . construction plans: , 1. The W.S.D.O.T. Catch Basin located at the northwest curve of Shelley L,ake Lane has an approximate 5"' depression. Tlie plans call out for a 2" depression. The catch basin wili need to be raised with at least a 2" riser. At this tune, the - concrete apron around the catch basin wiil need to be replaced as well. , 2. There are many cracks in the curb/gutter that will need to be removed and replaced. Probably due to constrction ai-ound the site, ihe tops of the curbs have been run over and have frachu-ed. I have marked the curbs needing replacement with a red "marker" crayon. The marks will not last very long, so I would advise Bob Heitman or Sliawn Montez to have a look at the curbs marked with a"Red" circle. It was determined by the either the Spokane Valley or myselt whiell curbs - will need repairs. 3. Pond A and Pond B are adcquately sized per the design plans. However, the ponds will more than likely need to have some sort of irrigation means to aid in the germination of the dryland seed. The ponds currently are filled with weeds and are not consistently "flat" at the bottoin of the pond. The pond should be graded to create a flat bottom throughout the pond. 4. Pond A will need a new concrete apron at the inlet. The current inlet is cracked which seems to be from erosion of material underneath the apron. 5. Due to the new location of Pond C. the City of Spokane Valley has informed rne that they sti11 do not have the most current set of plans. I contacted Auturnn Friday @ CLC Associates to find out what the status of those plans are and when I can get a copy. I left a message for her to call me back. Once I ' have received ~ those plans I can do a more thourough. inspection of the project and make swe that Pond C and D are adequately sized and in conformance with the design plans. S. 324 Sherman S[. Spokune, Wasliington 99202 Plr.: 509-624-9351 Fax: 509-624-81 S3 6 'd ZOEO-irirL (609) siamReS uyoC dgZ:iO ~,0 9i oaQ ~ . . ~ If you have any questions, please call me at 624-9351 (office) 879-7204 (cell). , Sincerely, Metro Engineering, Inc. Ryan Spidahl, E.I.T. Design Engineer cc: Project File ~ a S. 324 Slierman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fac: 509-624-8153 i~ ' d ZOEO-fii►G ( 60S ) siamReS uyoC d62= T 0 b0 9 T oaQ f ~ N Little, Colleen From: Little Colleen Sent: mflz~l M To: Susan Murphy (E-mail) Subject: FW: Shelley Lake 3rd - P1750C P.S. Give me a call if you have any questions about any of this. Thanks - Colleen Original Message----- From: Little, Colleen Sent: Thursday, May 03, 2001 10:06 AM To: 'smurphy@clc-inc.com' - Subject: RE: Shelley Lake 3rd - P1750C Here is the drainage language for Shelley Lake. The Plat Dedication and Temporary Offsite Drainage Easement will be in the envelope with the bond estimates unless I hear different from you. We did not know who the signatory would be on the C&G Partnership, etc. I asked around about how this works and I was told that you should fill in the necessary items for us I(all the yellow highlighted items) and email it back to us. Once we have the electronic version, then I make sure that what I sent you and what I got back aren't missing any vital parts, then I forward a final copy via email and/or snail mail. I will do this in this case too, just to follow procedure, but of course you may insert the language into the final plat, knowing that if there is a discrepancy, the "final" copy takes precedence. Does that all make sense? Talk to you soon. Colleen ~ y ~ V?50 G . Little, Colleen From: Susan Mu h smu ' ~ com] Sent: To: Little, Colleen Subject: RE: Shelley Lake 3rd Colleen: Thanks for the update. I hope Bill was able to look at the info yesterday. I understand he is now on vacation, so if our other "resource" is now the decision-maker for even a short period, this might be a problem.... p~ p ,-ap pg4 9ccb , Thanks, Susan -----Original Message----- From: Little, Colleen [mailto:CLittle@spokanecounty.org] Sent: Monday, April 30, 2001 11:21 AM To: 'smurphy@clc-inc.com' Subject: RE: Shelley Lake 3rd Yes - Lots of progress! And thank you for not asking me at Iunch...I know you are getting pressure from Buster. Cindy will have a bond estimate ready for Bill to look at today...and I have given my drainage language to him also to review. I will fax it to you when it is deemed complete! Quick question for you...quantity wise...Cindy asked me why the riprap outfal I pad detail for SL 3rd indicates a thickness of 1" and a minimum stone size of 5" in diameter...she asked me if these were proposed to be big flat rocks (good / question, huh?). I told her that if the flows are low entering a pond, the ✓ "design" of the riprap blanket usually is not critical, so not a great deal of time is spent 'reviewing' the detail. But since she asked, what you can you tell me about the 1" vs 5" ? Thanks! Colleen ' -----Original Message----- From: Susan Murphy [mailto:smurphy@clc-inc.com] Sent: Thursday, April 26, 2001 4:37 PM 1 i _ To: Little, Colleen Subject: Shelley Lake 3rd Colleen: Any progress on the drainage language and/or bond? I get the hourly calis from Buster, as you know. We would like to get this on mylar for signatures, adn into the County by next Tuesday, so he can be on the agenda with the BOCC the following Wednesday. Let me know.... Thanks, I know you are in great demand these days... Susan 2 ~ l \ ~ r =TT 13: 51 FAX 509 892 $125 SFOKAt~1E VALLEY FIRE DEPT 16002 ~ , ~ . . . . . SPOKANE VAILEY FIRE DEPARTMENT \1W Spokone County Fire Dlstrict 1 10319 EAST SPRAGUE AVE. • SPOKANE, wa 94206-3676 • (5o9) 028-1700 • Fax (509) 892-4125 April 13, 2001 Bil{ Hemmings Department of Ertgineering 1026 W. 8roadway Spokane, WA 99260 RE: Sheily Lake 3'4 Addition Dear Mr. Hernmings: The Spokane Valley Fire Department accepts the turnaraund as _l ::M s:U:TE::. , . Sincerely, Kevin Miller Fire Inspector Cc: Susan Nlurphy . CI.C Associates W, 707 7h Ave Suite 200 Spokane,lNA 99204 KMldc 0'10epaftmnt DatalPreveMion UnshuedlPtatstShpfte1H@mrMRgs.DOC HPR-23--2001 13.53 509 892 4125 P.02 04/13101- FRI 13:54 FA% 509 882 4125 SPOKANE VALLEY FIRE DEPT 0001 ir SPOKANE VALLEY FIRE DEPARTlVtEt: "i E. 10319 SPRAGUE AVENUE SPOKANE, WA 99206 . (509) 928-1 T00 Phone (509) 892-4125 FAX FACSIMILE COVER SHEET TO: DATE:. Y/67f , ~'Nl.~~✓c~ FAX NO: y77'765r (Company) ~ FROM: Kevin ~.~n nc o e,r__~c. ~ (!nc{uding cover sheet} COMMENTS: . ~ CONFIQENT!~/ •TV /T~..\~ _.•-liaa .dividual or entitv to which it is J ad ^ `►qAd A^d ~Y/~/~RtaSi_~c i+~aicwrri+~~is-aR s`ra:s3 oi fri~~iiaciafsv~ i3~'iis i~OifELiIf~OIYfTtL■ ca zs'e~. ~~~L°¢.._'= :9~.~~.- Y_ JO[__=UL'~_J {>G~.r,:"i ~¢W q Nd4~' -'--rv•xvs~~c"'=c. o. ~sa c _ ' " ~~~~~i YiiirrM~r •V PYVii a¢iu ~i.i~~ '*mpAevea gr soAnt raseenrible for msesa 'rr 6r:- • " . =i~C3yisIQ~a/►/~! ASR~sifG~ ~ ---w =s a~?=a oIC1 ~e+:eebr~or~v w •~v~ .rocwc sarvet.' ~"i lv •~a :c~ai ~i~~~ " ' -o~a.~.a__ss-'- ~c~.~..~ ~~an~.~ ~a..~:^.~ .~-_--__'=~....:."c.' " - - - - - - - - - - .,..a,.Q v a~:vrs a at~ v~~~ T~~~w~t~~~~wt~T<<iT~T9••wT~~~l•--r P.~•_y~~~~~..~~~._~.~.~..:~~..~.~~~~=~--~_~~~>a ~~~~s~ ==r:,~-=~- :r ~~?e~aaoti.Alri~.~psevsn tpe ~~~vo.. ~i160~~ IIVt11l N~ III~t~~FM1~1~G~Y Y~ acicEiiivi~v _ ' -Sa'L~ES ~i:e.i ~is:~~~c: "s_ ~a~ ~.S r_~__ ~,t~~J ei== a~acc~a~ mviced: 8124189 APR-13-2001 13:52 509 892 4125 97% P.Oi * . ! ii ~ SPOMICCOU'vT Division of Engineeri.ng and Roads A Division of the Public W orks Department • 1026 West Broadway Spokane, Washangton 99260-0170 (509) 477-3600 (509) 477-7655 2.d Floor Fax LETTER OF TRANSMITTAL Date: March 13, 2001 Phone No: 458-6840 To: Susan Murphy, Project Manager Fax No: 458-6844 Company: CLC Associates From: Colleen Little, EIT Subject: P1750C Shetley Lake 3rd Addition , Attached please find attached stamped mylars+(Sheets 1-4) and bond copies of the ESC Plan; note that these are marked as "COPY," with the original remaining with Spokane County. . S P O K A N E O U N T Y DNISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Memorandum Date: . March 13, 2001 To: Bill Hemmings, PE . From: Colleen Little, EIT COUL" Subject: P1750C Shelley Lake 3"d Addition Bill, I find this submittal to be technically complete. The following comments reference the February 21, 2001 submittal. I discussed each item with Susan Murphy of CLC and the results of that discussion are included. 1. Comment An inspection agreement (cover letter noted that it was attached, but it rriust have been omitted). Response: A copy was faxed on Monday 2/12/01 and the original is to follow in the mail. 2. Comment Figure 37, Page 6-70 of the GSM is not intended to be for public roads only; private roads are typically considered Local Access roads with respect to this design criteria. The road cross section on the plans was amended to read*°MIN 2%," however, the calculations utilize a slope of 2.5% in order to obtain the necessary clear width. At 2% for the 10-year storm in Basin A, and the 50-year storm in Basin B, the - clear width is only 9 ft. The slope on the cross section should match the supporting calculations. Response: The cross section says MIN 2% because the entire road is at a cross slope of 2% and only transitions to 2.5% at this intersection (where the catch basins are located); their intent is to force the contractor to build from the actual road plans and grades, not from the cross section. 3. Comment. Regarding the accepted design for Shelley Lake 2"d Addition ponds, the drainage notes for that set of drawings indicates that as part of the condition to allow an 8 inch depth, all the ponds would be tested for cation exchange capacity, and if the CEC was less than 15, it would not be su'rtable and measures would need to be taken to prepare the soil. Do they have documentation that this testing was done? Response: This project (SL 2"d) was under the 1980 Standards and thus no private party was required to inspect the drainage structures nor perform any soil testing. Comment Since no CEC resufts are available, the ponds are built, and there is no way to demand testing at this time, we will allow the use of an 8 inch 208 volume storage depth. 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478' (3rd Floor) • TDD: (509) 477-7133 h VMnntnY, Endnwrti0.11MlJbauR li 'a 4chlbduM L~W BLVVv1Np RECEIVE p CLC ASSOCIATES, INC. SPOKANE, WA • DENVER, CO MAR 14 200, SPpKRIV'E COV'"y ENGI NEER TO: ~ ~ . 3 30 FVh TTENTION: A ~ Description )MUerox Prints M~ Copy of Letter ~ M~ Original Drawing M ~ Contract Documents M~ Work Authorization M~ Report M~ No. Copies Description PurpOSe rI Information MI Review & Comments M~ Per Your Request MI Written Approval M~ Signature & Return M~ Remarks ev LG~,e'-rti : f a~ A 69 -/1 Signed: cc: 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 ' ' , ~ ~ ~ ~ t j . : • 1 . . . ' , i , : ~ - I ~ . : • , . . - ` • ` ~ T I • • , , , . . . • ' ,c ~,i~; • • . • . 'n . ' . . - . • ~ ' _ ' . ' . . • Work' • . . _ ' ~ . . . - , • • ~ ' . , ~ . - • r ' • . ~ . , ' . ~ ~iORTH ~N%0U.7 . . . . , . . . . . - . ~a.tlon 3628 East Ferry. ~ , - ~ , . . ' ' . - ' - _ : r : . . ~ ~ . , . , ' . ~ - - . - , - ~ , ~ ~ : ~ . : - ; - Spokane,:Washington 99202 ' . _ - , . . . _ - . ' . . ~ . . „ . - _ . . . - ~ . • ' - , _ _ -:(509).534-9711. . - ~ . Please .review ' this information carefullyi ~ to. verify the. mutual understariding and terms of . this _ Work Authorization., ~ Attachments applicable fo ttiis Wo~k. Authorization are checked. Provisions of applica6le attachments,are - hereby made a part of this -Work Authorization.,_"Please ~etum -a signed original Work Authorization to STI Northwest to-authorize the work : .to,begin . . : ~ ~ • , _ . . - - ~ . , . . . . - ~ . 1. PROJECT INFORMATION _ , - . . . . ~ . ~ ttd~rs L*~&C, h - ~ ~ -Client Name: tmmftff r c ~ ~~~:y ! one: ~ (5091467=2123 . . ~ ~ . . ' . ~ Billing Add~ress: .8225 North,Division; Spokane. WashinQton 99208' ~ - . . ~ . . . . . . . . . . ; - ~ - ClienYs Representative: Buster Heitman Phone: (509) 994-1171 ~ . ~ - - .~Representative's Address: ~ . : ~ ~ ~ ~ . I . . ~ ~ : ~ . , ~ ~ ~ - • ~ ~ . - - ~ _ : VVork Description: - Construction.~observation *and materiat ~testiriQ per attachment "A". ' - ~ ~ ~ . ~ ~ . . - ~ - _ ~ . : - , - ~ . . - . . ~ . - . ; . ~ . . . ~ _ . ~ , . . . . . . . - - . . . . ~ Location of ~Work: ~ Shellev Lake: " ~ ' ~ ~ - ~ ~ . ~ . . ~ ~ = ~ ~ - ~ ' ' ~ . ~ Z ~Client Will`Provide: Approved plans, construction. Qermit-and orocessina fees. - ~ ~ ~ . : - ~ ~ - • - ~ ' . - ~ = ~ ~ ~ _ ~ ' ~ . - ~ " ~ ~ . ' - . ~ ~ ~ - ~ . ~ ~ _ , . - ~ , . ' • . : . . . . . ~ _ . - NM . . JOB~t .2. - -APPLICABLE ATTACHMENT: ` Attachments which:appfy to this~WQrk•Authorization, ,must be_checked.~~ ' . DETAIL'ED DESCRIPTION' OF WORK:~ ~ ~ . . : ~ . . " ~SEE ATTACHMENT "A" ■ - - , - , - _ . CC: List.lnitials, • ; . . . ~ - . . 4' . . . ~ ~ NOTICE 70. OWNER: SEE.ATTACHMENT "C"'~■ ~,3: . PROPOSED PEE ~ ~ . . .BASIC SERVICES FEE: . $6;100'per attacfiment''A". . : -SPECIAL SERVICES Recorrimended=Budget:` ' ~N/A ~ ~ -n ~ ~ ~ . . ~ ~ ~ ~ : ~ - ~ - , ~ . ~ • _ ~ . • ^ . ~ . ~~P.ROCESSING FEES ~Recommended~B'udget:~' - N/A . . - . ' ~ - . . ' . ~ _ ~ .w~ ~ . - : _ • ~ 4... EXECUTION OF WORK AUTHORIZATION ~ ' . • ~ ~ ~ ~ ' ' ; . ~ - ~ ' ~ ~ - - ~ ~ . : ~ ~ ~ . ' - ~ , , . . . . - ~ - ~above--and~all -five pages": - : •.•The CLIENT confrms-that-he tias~.rec.eived:copies'.of all ap'plicabl~e attachments- as'indicated- • of-this Work'Authorization•formland.that all~iriformation included"in:ttie-Wor.k Aufhorization is.true:and correct:, ~ ~ . . - ~ - . . • ~ . • . ,CLIENT: ~By: - ~ iliA • _ - ; ~ . . , - : . . : ~ : : L : : . Date: - n__~rs . . ENGINEER:- STI NORTHWE . : ~ . . ~ - B Title: Vice President ~ Date: ~o/ : . . . . y. Date W:A. Pro osed: "2-19=01: ~ - - • ~ : ~ - Date.W.A:.: Received from ~CLIEIVT: - p . , . ~ , Job Name: Shellev~LakeAddition,= Ins'pection Job No. . C-70-S000567 . - : ~ _ -.r.-I,•~.,' : , - , . . - _ • ' • • ' , . a ~ t , . ' r , _ . . ` ' , • • ~ ' . •t , ' ' ' ' . . . - . ' . . K AU'FHORIZAI'ION, • ~ ' ~ ~ . - . ' • _ - . ~ , _ . . . , ' ' • . ' • ~ . ~ ~ . _ . . ~STI - WOR _ ~ . . , ~ ' . ' ~ . • - ' . ' , ~ - • ' ' PAGE 1 OF 5 • • . . . • , ' • - ~ ~ • . _ . . ~ . ' : ~ , , ' - . ~ . ~ ' : • 1701 REV.~0 • , . , . . ~ ; ' • , , . ~ : " . , . , ~ ~ ~ - ~ ~ . ~ - - . ' ' - - . . • . . , , . : . - . . . . • _ _ . . , . . , 5. BASIC SERVICES AND SPE- ►ERVICES, - . . . _ . , • ' . - - ' _ - - , . Engineering BASIC SERVICES shali be those services which are well defined.at-the time of execution of theWORK =r- . AUTHORIZATION and for which STI~ Northwest, hereinafter reWred to. as-the _ENGINEER;; can establish a fxed -fee . maximum budget to' per#orm , BASIC SERVICES. -Unless otherwise noted,,Ahe BASIC 'FEE 'shall ~ represent, full . compensation for -performance of-the BASIC SERVICES,on a one time. ,only basis: The ENGINEER may. p-erform ` additional services in -additionto the BASIC SERVICES wlien ttve scope of the work required exceeds the BASIC SERVICES outliried in this Work.Authorization, when applicable, and Attachment GA": : These additional services shall, :.be referred to as SPECIAL SERVICES and shall be performed as needed or as requested by the CLIENT:or- hi's agent ~ - on a time and expense basis. SPECIAL SERVICES FEES based on time and, expense shall mean that- the'_fee charged is,computed based on the total number of hours required by each employee to accomplish the required.work plus an allowance for. overhead arid proft, plus expenses directly attributable to, the job as. outliried below: Fees charged for--SPECIAL SERVtCES shall be in addition to the BASIC FEE. 6. FEES FOR BASIC SERVICES ' - - ' . . . . . ' The ENGINEER will present-,the CLIENT with;an itemized invoice'each rrionth for BASIC SERVICESperformed'the previous month. The amount of the BASIC SERVIG-ES FEE charged each month sfiall be based on amount of tim6 . and expenses expended -each month but the aggregate of all BASIC 'SERVICES FEES- charged on monthly invoices - shall, not exceed the total.BASIC SERVICES FEE authorized herein. • 7. -FEES FOR SPECIAL SERVICES , . . _ . . _ _ - ~ . When the services provided by the ENGINEER are not included in the BASIC SERVICES description of work,then the • work-will be billed to the CLIENT as SPECIAL SERICES based on-the amounfof time and_expenses expended each - rimonth to perform the -SPECIAL SERVICES. - . - - : - 8. COMPUTATION OF TIME AND EXPENSE . _ ' . . , : . - To compute the TIME portion of the fee, the total number of hours required by each emplojree to accomplish the .r. required work shall be multiplied by each employee's job classification hourly billing rate. _ The hourly billing rate shall - include the cost of wages, payroll taxes, personal property taxes, employee benefits, offce- rent, telephone charges,. _ routine postage expenses; check prinfs and document size copies used internally to produce the work, depreciation of equipment; miscellaneous office and drafting supplies, computers, plotters, survey equipment, software,,administrative : overhead, and. profit. . _ . , - . . . . . . . . . . . . - . _ - - . . . . . ' . . - The maximum-_hourly billing rates by job classification. are as follows:. . ~ " ,lob -Ciassification - Hourlv Billina Rate' - Job Classifcation Hourlv Billina Rate- - - • r; • _ Principals $130.00' . • _ 2-Man Survey Crew. ~ . - . $105.00 . ' . Associate Planner. . . 100.00, _ GPS Equipment (in addition _to crew) . . - 9000 . = Senior Project- Manager . ~ . , 95.00 - - Registered Land Surveyor, . • . - , 85.00 . • Project Manager - , _ -85.00 Technician .60.00, ; . Archit/Engr/Landscape Archif.- -80.00, Clerical ' - . : . _ _ ; - ~35.00; . :The EXPENSE portion of,the;fee will- be for out of, pQCket EXPENSES directly chargeable-to the project: Exarriples of,*- : EXPENSES; which will be cherged in addition 1:66harges,for tirne are as follows: . - . - - • . - - . - ; , : ; . ' . : - A. - Prints of document size copies produced. for-the use. of'CLIENT ot his agents will be charged at the following'. = - - ~ - rates: Blueline Prints (24X36) _ $4:OO/sheet; - Sepia 2nd Originals- (24X36) _ $10.00/sheet;: Documerit'Sizecopy . r - . . . (8.5X-11- or 8.5X14) _ $0.15/sheet. : B: - Travel refatedato the projecf will be charged.at $0.40 per.mile. - - . ' : C.:- Per diem EXPENSES for travel, lodging or- meals'for CLC Associates, -Inc.-employeei wlien 'presence of employee: - - is requited outside the metropolitan Spokane area will be charged at cost plus 10%. - D. Materials pu~chased, equiprrient rente'd and/or fees paid on behalf of the.CLIENT will.be charged at cost plys 10%.- -.:E. Subcontractors/consultants paid by*CLC -Associate.s, Inc: on behalf of the CLIENT will be: charged at-cost plus 15%., ' • . ' . . - . - - . . - . . , - - , _ . - ' • STI WORK AUTHORIZA770N - • . ' . . • . • ' - . - Pt1GE 2 OF 5 - - . - - ' - . . . - . . . . . - , REV. 01/01 _ ' . - ' ' , . , ' - , , . . : . ' • : 9: d1AONTHL-1( -BILLING PROCEDI' ' ND-FORMAT . ~ - : . ` ~ : : _ . - = . . _ ; . : : . . ~ - - ' - ~ • ' ~ . . . . ~ - ~ . The. ENGINEER will.presentttie.CLIEN7_-with an invoice each -month with BA~IC FEES_ itemize.d'separately from.-..: . SPECIAL "SERVICES - 'FEES. and.* EXPENSES: 'Charges.'willbe ' itemized- by category*.of wbrk 'performed.. by all ~ - - ~ ~ employees collectively; :but will NOT be itemized showmg each employee's-billing rate and number of. hours wbrked on the project. Information- detailing 'employee billing rates and the exact number of hours worked_ on.the -CLIENT'S, piroject will. be made available to the:.CLIENT if-requested..' Charges for.EXPENSES. will be itemized monthly-or~ each . ~ . ~ invoice:. ~ ~ ~ ~ . ~ ° . : • . . - . - ' ~ _ ~ ' . ~ _ . . ~ . , . . ~ . • . - . - . . . - - . . . . ~ . • : . . ~ _ _ , ~ _ ~ . . . . , . ; , , . ~Monthly invoices are due_ and payable .upon presentation, and are. past due 30 days following the inv_oice date.- InteresY,_ ~at the .rate of 1%4% per,month will be. charged on all past due accounts w'th. interest 6eirig calculated: from the: invoice .dafe:~_ _ Inferest will- be; compounded.. monthly.. The. CLIENT - agrees to pay all- reasonable :•attorneVs fees'and/or ~'collection-, costs. incurred• to ;'collect',past. due amounts: •WORK MAY*- BE'. SUSPENDED .OIV_ ANY PROJECT- THAT ~ BECOMES 60-DA1(S PAST;•DUF., WORK WI•LL NOT RESUME UNTIL THE ACCOUNT IS PAID. TO A CURREIVT: . STATUS: ~ . ~ . . , . . . ..-Wiihin 30 days-after the invoice date of any invoice sent by the.ENGINEER to_the~.CLIENT pursuant to this.projec(_the :CLIENT-shall give written.notice for any.claimed defciencies, defects, or lack of performance with.respect to services. ' :covered by.said'invoice; otherwise; said services shall be~ due ~according to'its.terms as an account, stated. -,The purpose of this provision is:to provide. a'means of prompt notice. so. that the ENGINEER will not. b.e prejudiced'and can . . . , . . - . act expeditiously to resolve any claimed defects, .defciencies," or lack of performance. ~ 10.. -AUTHORITY ~ - . . ' . _ . : . . . _ . . , . _ . . _ ~ : ~ . . ' - ~ . . - I'ri the. case of conflicts. between the WORk i4UTHORIZATION form and its ATTACHMENTS or Ai1AENDMENTS; the- following order shall prevail with-_the higher docu'ment taking precedence over a document listed underneath. . - . . , . . . ~ : - . . - . . ~ _ . - . - ~ ~ - A: - AMENDMENT to the WORK AUTHORIZATION - - ~ B.- SPECIAL PR`OVISIONS to the WORK AUTHORIZATION (Attachmerit "g") - . . . - . ~ . . DETAILED-DESCRIPTION OF'VI%ORK (Attachriment "A")~ - ~ . D.: Executed WORK AUTHORIZATION form 11. GENERAL PERFORMANCE- PROVISIONS - . , . • ~ : : . _ . ; ' _ - . : • : ~ ~ ~ ; , - ' ~ • . -A. ~ STI_NORTFiWEST,'herein'referred-to as ENGINEER, agrees to perform professional services as described in ttiYS- 11VORK AUTFiORIZATION incluing~ applicable.attachments -for the CLIENT;-and=fhe CLIEIVT.-agrees to.'employ- • - - ~ . .and'compensate the.ENGINEER in-accordance.witti the terrrms'of.-the WORK AUTHORIZATION. ~ . . - . - . = . . ~ During the performance~ of_services. covered. by.this WORK'AUTHORIZATION,: the scope- of the ENGINEER'S . - ; . - • - .services and compensation thereon may b'&,adju"sted: by mutually agreed upon amendments. . ~ . , . ~ . _ ~ 'C:'. This WORK-AUTHORIZATION_'shall 'be goveme4by.#he,laws of the jurisdiction of the~ projecf~forwhich the work:is • ~ being performed'or when:thefe is no project_site,-the.n the jurisdiction.whete,the work is perform6d:.- . - - : . . . . . . . . _ - : ~ - . . . . . : D.-.-'If,~.through~:no-_fault_of-':ttierENGiNEtR;,-work.conte"mp1ated~-under-the WORK`AUTHORIZATION- -extends. longer. than-~twefve months from;the 'date-of: execution ~of* said~ WORK.--AUTHORIZATION;, tlie=un-bil[ed`BASIC •FEE_'.(if~ : . t . applicable),_ SPECIAL-: SERV(CES billing rates,~'and%r expense ~items may_ be inc~eased as"rx~utually agreed-:for -each.year'the WORK AUTHORtZAT10N"remains in, effect past the frst year, to reflect'tiie.,incceased cost of~doing: business -and%or changed'condition's: E. This AU. THORI~ZATION 'may, .be~terminated. bY.~the •CLIENT...orr.the ENGINEER bY~,.9;iving ,rivritten ~.nbtice,_ WOR . _ . ~ . . . _ . . . . , . _ . . _ , -to sen days in ~.advance: of~~the termination'.date;-'bjr: 'mutual ~agreement; -or as: a . result _ of 'substantial.'failure. . ~:.-perfoi m- in' accordance~ with•.the terms ,o,f the,.V110RK AUTHORIZATION. by, the, other. 'party-:through: nq fault of the ~ terminafrig party. , If,:for-any re'ason,'this WORK'AUTHO;RIZATION is terminated; the,ENGINEER shall be paid for._ the extent of'senrices, peifoFmed'by, hirri to the~termination date including ceimbutsable'expenses theri due::. . - ~ . : - . . . . . . . . , , ~ . , . . F-.~ 'The drawing origirials;; electronic fles, specifcations;, reports,, and ,general project files. produced in-:pursuit`of the , , . . work.oontemplated.:,urider~.~his°WORK AUTHORIZATION~:shall remain.* in.the property:of, the;ENGINEER: : The . .~~..CLIENT. shall. be entitled: to. orie. set'of=approved',blueline:prints, specifcations, 'reports;~etc.,._applicable to his'- • particular:WORK AUT1=tORIZATI0N,. `as~part_of the BASIC,,FEE: TMeCLIENT shall be'ehtitled-to additional copies. and/or-second ori9~ inals~~of drfiwiri9s, sPecifcations; reP'orts and P~ro1'ect fi(es for the. cost of _handlin9 and- o ~ . _ . . . _ ~ . . - , • . ' : ' _ _ . , r,, ~ ~ , • ' • ' STI ' WORIC- AU'fHORIZA?ION , ~ , ' - . ~ - . - ' . ^ • • . ' - , ~ . ~ - _ ~ . . • ~ ~ • . . - ' - • ~ ~ ' PAGE 3 OF 5 ~ _ • ` . ~ - - . • ' - , ~ • _ ' - . ~ ' : , , - . ' , . _ . • . . • ' ~ . _ ~ . . ~ . . - ` • ° ' REV. 01/01' . - ~ : ' . o ,r_ • • • . . , ' : . - . , . : - reproduction -of- said docum `s; provided that the ,CLIENT is in comr'-ice-with. other terms.of the 1SVORK- AUTHORIZATION. The ._'reproduction of said additional docur . lnall be -in addition to the $ASlC FEE.,•---. Electronic files created by.,.,e ENGINEER in the production of the CLIL..-f'S work contains proprietary information which is the sole property of the ENGINEER:~ Electronic files shall be the: sole property of the ENGINEER.and will be released to the CLIENT or the CLIENT'S agent`solely at the-discretion of the ENGINEER. ~ G. In the event that the CLIENT provides erroneous informatiori to the ENGINEER, or revises information 'previously: provided, creating a situatian where the ENGINEER has. performed work that .must be corrected by the ENGINEER, then all such work will be billed to the. CLIENT as a SPECIAL SERVICE. It is.further understood that the CLIENT shall hold the ENGINEER HARMLESS from all liabilities, which may accrue to the ENGfNEER as,a result of said enoneous or revised information. 12. ENGINEER RESPONSIBILITIES : _ . _ ' . . . . . • A. The ENGINEER will act as the CLIENT'S agent with respect to those phases of the project to which this WORK- AUTHORIZATION applies. - • - - - B. The EfdGINEER will perform his work in a timefy manner;,but it is agreed upon between the parties to this WORK • - AUTHORIZATION that the ENGINEER is not responsible for delays caused by factors beyond his contr.ol, or by. factors which could not reasonably have been foreseen at the time this WORK AUTHORIZATION was executed. ' It is agreed that Utimely manner" shall mean, a time frame roughly equal to that taken by other engineers on.similar projects under similar conditions, requiring similar approvals from similar agencies. : - _ C. The ENGINEER will perform his work in accordance with generally accepted professional practices and in . accordance with-available published standards of approving agencies and makes no other warranty. . D. It is understood that'the ENGINEER shall be responsible for services provided by personnel in his direct employ ' and tFiaf the ENGINEER does not guarantee the performance of any other contractor associated with this project. E. It is understood that the ENGINEER is not responsible for directing the CLIENT'S contractor or for scheduling_construction activities. - F. It is understood that the ENGINEER shall not be responsible to coordinate with utility companies for the design and installation of electrical service, telephone service, cable TV service, street lighting or ottier utilities which the CLIENT may require. - . . - . • , - 13. CLIENT RESPONSIBILITIES . . ' , - - . - . . A. The CLIENT-will provide all criteria and full information as fo his requirements for the- project. The CLIENT- will . assist the - ENGINEER -by -placing at, his disposal all,available. written data pertinent to. the site of the project including previous reports, correspondence- with public or private agencies or*individuals, topographic maps of the : - r.. project_ area, pertinent boundary. surveys and *right=of-way surveys, 'soils reports, protective' covenants; _and any other material ofa technical nature pertinenf to'the project site which may be required. . • . ' _ . . . - - . . . . , . . . . . 6..- The CLIENT will examine. all studies, reports, 'sketches,. specifications,- drawings, agreements and other - -documents 'presented by the ENGINEER to_-the: CLIENT. The CLIENT will give prompt written•,notice to .the,. ENGINEER whenever he observes or otherwise_ becomes_aware of defects pertaining.to the .EPVGINEER'S 'work . on the project. - . . - : - . _ ~ . . . Within 30 days after the invoice date of-any invoice 'sent'by the.ENGINEER to-the CLIENT pursuant to.thi's WORIC ~ . AUTHORIZATION, the CLIENT shall give written notice to the ENGINEER of any claimed deficiencies, defects, or lack of performance with respect,to services covered by said invoice; otherwise, payment for said services stiall be.- ' due. accordirig to'the terms 'of the WORK-AUTHORIZATION. The purpose of ftiese provisioris are to provide~ a_ ..means-of prompt notice.to the ENGINEER so thaf=he will not be prejudiced and.can act expeditiously to resolve.. any claimed defects, deficiencies, or lack of performance: C: Ttie CLIENT will designate in writing- I a persbn,to, act as'his representative with respect.to_the ENGINEER'S' - , services to be performed under this WORK AUTHORIZATION: Such person. shall have-'authority to transmit .,instructions, .receive informatiori for the CLIENT, receive and review the*ENGINEER'S invoices, and interpret and, . defne the CLIENT'S policies and decisions with, respect to--the.ENGINEER'S_services covered by.this VIJORK ~ • AUTFiORIZATION. STI WORK AU7`HORiZATION . PAGE 4 OF 5 • , • REV. 01 /O l . ' . . • • • ' ' • • - : , , ; ' " , , ' : . . : . - + . . ' . , " ^ t • ' \ y ` • ~ r ' . . . ' ~ • . r . r. ~ , • . ,y • ' " . ' • . ~ • , , . D. • The~ CLIENT will: be'respons~i~ make`provisidns for ~the .ENGINEER'S iE ~iccess-fo',private lands as may' be ~ requi~ed to.perform required services under thi"s•WORK.AUT-IORIZATION.-=' . : . . ; • • . . : . _ : ~ - - - ~ ~ - : . . - . • - , - . ~ ; . E: 'The CLIENT virilf be resonsible- for th.e- preparation and/or legal revievir of any contracfs-or otlierlegal docuriTents . . : . which may be required -in pursuit of work-contemplated by this-WORK'AUTHORiZATION. . . . ~ : . _ F.' The CLIENT. will advise his contractor of 'the contractor's.responsibility to protect. all' survey~stakes, moriuments, ~ markers, and=refetenc.e points.;.The. CLIENT.or-his'contractor shall be responsible to-notify the ENGINEER tfiree ' working : days _ in -advance. of the- requirement- for 'the- -placement of construction.:-stakes; 'as-bi,ilt -surveys: and/or'.~ inspections.. While it is*uriderstood -bjr:the~. ENGINEER-and the ~CL'IENT, th'at.s,ifuations_ rriay arise where three working days advance notice may, not be-practical, the notice provision' is estabEished to aid in the.determ'inatior► of : . , whether overtirrie charges are justified by the ENGINEER., It'is further understood~that in the cases where proper ~ • notice- Is'.'nof: practical, the. ENGINEER will rriake every reasonable -`effort;_ including _over-time hours, _ to - ' accommodate ttie CLIENT'S'schedule. . - ~ G.- The CLIENT will execute on a timely: basis afl appropriafe documents required-pursuant to the fulfllment_of the ~ . ENGINEER'S'.and CLIENT'S responsibilities under this WORK AUTHORIZATION. . ~ ~ . - . . . ~ ~ . - ~ - , . , . - . . _ . ~ H. The CLIENT will'provide further' information or fees_ on a timely basis,, ,as , required. This information,and/or fee ~ may include, but is not limited to, the following: ' 1. ~ Sewer T.V: fees ~ 2. ~ Application and processing fees. 3. Agency design review fees : ~ 4. Cost of printing and mailing documents and reports 5., Other•fees not specifcally discussed elsewhere, in this WORK AUTHORIZATION. ~ . . ~ ~ . - ` . . . . . ~ ' • I. It shall be the- CLIENT'S responsibility to -make arrangement witti appropriate: utility: companies for the design and ~ installation of. utilities which may be;required to. be" installed concurrent with street, storm drainage; sewer;" water or. _ . other facility being designed and/or inspected. 6y-the ENGINEER.. Said utilifies may include; but are•not limifed to, electrical power service,lelephone service; cable N service, or street.lighting;-_: J. It is specifically, , understood'-that the. CLIENT= has hot retained the ~ ENGINEER as a. coristivction' manager • responsible for•directing the, CLIENT'S..contracfor arid/or scheduling, constKUCtion ~activities. The CLIENT`shall: be• ` responsible to .provide. his -contractors with, current approved.. plans, and. specifcations. ~ . • . . . . _ . . . . . _ _ : , . . . - - . . . ~ : . .~t~. . , , 13: WORKING HOURS AND'OVERTIME ~ . ~ ~ . - - , ' • . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . - . ~ . - , ' , - • ~ - • • ' , . . _ . . . . ; i- . • . . . . . . . . It is, understooct that the ENGIfVEER'S- regular working'houts, for all of his employees is ,eight. hours per day.-and .forty' . hours per week,. less paid holiday hours.which may occu-r, in a- particular week. = Regulat wqrk days a-re_Mondajr through ~ Friday. .The ENGINEER'S established: paid -holiday,s, are, as_ follows:- New. Year's: Day; Vemorial- Day, the Pourth of.:-. - July; Labor. Day; Thanksgiving, and Christmas: , - ~ . . . ~ ~ ~ ~ ~ ~ ' ~ . . ~ ~ . ~ ~ ~ ~ - ; ~~r _ ' ~ • ~ . - ~ , . . . . . ~ When, at the,'discretion of ~the*,ENGINEER'the--ENGINEER'S: offce-viride'work.*,load'reaches a.level-where, more than: regular working~ hours.are°required to accomplish~the ,work on,a timely basis;'and wheci'the CLIENT has`giveri.pr,oper. notice of work._to..be.. pertormed, the ~~ENGINEER, may elect to~require his -emplojrees;'to ;,work_ in -excess. of;the regular.: working hours-and.charge. for all-work at the regular working tiour billing'rate.:,; , . ~ , ~ • ~ ' : - _ ` . . . • - ~ ~ - . . . _ ~ . - : : : . . , . ; _ ~ If, however, the CLIENT fails to give,proper notice:,of work fo be: performed or the:volume'of work~to:be performed is- ~ obviously in, excess of .what~_can. be performed~du~ing,,the -regular working ~liours'available~ given the,ENGINEER'S: ~ . normal -manpower level, tfien the ENGINEER*'may±require.his, employees- to°viiork• in_ excess-of- the',regular;'working..:~. ~ . hours and ctiarge-the CLIENT for tfie'ezcess'- liours-at an overtime rate of 1:5 times;the eegular:billingrate.-~- ~ It is understood that ttie,ENGINEER'S .FEE.foir BASIC'SERVICES.and=th'e:houdy_,eates for:SPECIAL.,SERVICES is~ based on -being.able fo perforrim nearly, all work ' p~oposed:in full shifts of eight hours.. or.more. If for,~eason's,beyond_the ~ control of,the ENGINEER, his.employees carinot. perfbrm the proposed work _substantially. -in 'eight,hour shifts then 'the : ENGINEER'S;FEE. may be renegotiated to-allow for oveitime-pay rates: t::: . _ : . , _ _ ~ . - . . : . : ~ ~ ~ ~ . . : : . ~ . ~ _ ~ ~ , . . ~ .Y: ~ ~ ~ . ~ ~ • ~ ~ ' • " : STI WORK AUTHORIZATION ' - ~ ~ - ~ ~ - ' ~ • . ~ . PAGESOFS - : : : . . : . , . ; - . . . . . _ . . ~ - ~ . . . ~ • - • . . . . . . . , REV._O1/01.. . ~ . - • ' - . . - . , . . . , . . - . _ - _ . , . • - - r3fNER,q~cy9 „ o NORTHWEST - ~ AMER~'a SOILS, TESTING & INSPECTION WORK AUTHORIZATION AMENDMENT TO ATTACHMENT "A" DETAILED DESCRIPTION OF WORK (2/19/01) Shelley Lake 3`d Addition Construction Observation (23 Residential Lots with 1,035 t.f. of Road Improvements) STI Northwest W.O. # C-70-S000567 STI Northwest will perform construction observation and material testing services as outlined below and charge for said services on the basis of time and expense. A. ROAD CONSTRUCTION INSPECTION OF: 1. Earthwork and subgrade preparation. 2. Placement and compaction of all base material, and pavement. 3. Placement and compaction of sewer and water backfill. 4. Curb and sidewalk installation. 5. Drywells, inlets, and general facilities. 6. Temporary drainage facilities. 7. Erosion control. 8. Coordination with Spokane County. 9. Preparation and submittal of street and drainage uRecord Drawings". 10. Soil and material testing for compaction and backfill for items 1 thru 5. B. Direct Expense - 1. Mileage at $0.325 per mile. 2. Reproduction of prints. _ 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 , • , . Inspection page 2 2. DESCRIPTION OF WORK Construction observation by STI Northwest personnel or other agency personnel shall not relieve the contractor of his responsibility to construct the facilities covered by this agreement to the line and grade shown on the approved plans or as staked by the engineer. This contract agreement does not include construction management, scheduling activities, or preparation of irrigation uRecord Drawings" as required by Spokane County for final acceptance of the street and drainage plans. 1. The scope of these construction engineering services includes: A) Periodic observation and reporting of specific construction activities on this project which include; Sewer and Water Backfill, Subgrade, Bases, Pavement, Concrete Curb and Gutter, Sidewalks, Storm Drainage, and Material Testing; B) Maintenance of all construction records related to construction activities outlined in paragraph "An above, which may include; daily inspection reports, manufacturers' certifications, material test reports, and correspondence; C) Assurance that"the construction of the roads is according to the approved plans accepted by the Spokane County Engineer and, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual; D) Development of Post Construction Record Drawings for Street and Storm Drainage Facilities; it is understood the facilities inspected by firms other than STI Northwest will be certified by those firms in a form acceptable to Spokane COUCtty► E) Coordination of the testing of construction materials for compliance to the plans accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction Manual. - 2. Prior to acceptance of the road and drainage facilities by Spokane County, the Engineer shall submit all construction records and the Record Drawing to the Spokane County Engineer. 3. The effort to complete the construction observation and certifications in accordance with Spokane County requirements varies widely and is closely related to how well your contractor plans his activities, communicates with our inspection staff, and the quality of his work. A pre-construction meeting with the contractor, project sponsor, and STI staff is strongly recommended prior to commencement of any construc#ion activity. This meeting will be held to determine the schedule, client contact, owners representative, and payment responsibility for re-inspection charges for incomplete or inadequate work. Inspection page 3 The soil and material testing is billed on a time and expense basis. A monthly invoice will be prepared and sent to you for the inspection and materials testing. Invoices are due within 30 days of receipt. The amount of testing is impossible to anticipate, and will require your contractor and construction manager to coordinate with our inspection department. As you know, there are some soil and material testing guidelines required by Spokane County, but the requirements are only the minimum and additional testing may be required. The services described herein will be performed as needed and billed on the basis of time and expense as outlined in the maximum hourly billing rates by job classification included in the Work Authorization. We estimate the cost of construction observation and material testing services as outlined above to be approximately $6,100.00. Landmark Builders shall include provisions in their construction contracts to back charge their contractor for the cost of STI services which may be required for re-inspection or re-testing of facilities which failed to meet the required standards. Billings for said re-inspections will be carefully identified on STI's billing to Landmark Builders. Landmark Builders will be responsible to back charge his contractor. It is also understood that no work shall commence within any portion of the proposed Spokane County Right of Way without first obtaining a written permit and approved plans from the County Engineer. It is also understood that any project facilities constructed without adequate inspection and documentation by STI Northwest will be removed and reconstructed in accordance with approved project plans and Spokane County Specifications, or STI will not be responsible for project certification or submission of record drawings to the County Engineer. . • , ' WORK AUTHORIZATION ATTACHMENT "C" ' NOTICE TO OWNER OF RIGHT TO CLAIM A LIEN IMPORTANT: READ BOTH PAGES OF THIS NOTICE CAREFULLY TO: Landmark Buiiders TO: Buster Heitman Owner Agent/Contractor FROM: STI NORTHWEST DATE: 2-19-01 PROJECT: Sheliev Lake 3rd Addition - Inspectiola PROJECT C-70-13000567 . THIS IS NOT A LIEN: This notice is sent to you to tell you who is providing professional services, materials, or equipment for the improvement of your property and to advise you of the rights of these persons and your responsibilities. ' Also take note that laborers on your project may claim a lien without sending you a notice. - OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY: Under Washington law, those who fumish labor, professional services, materials or equipment for the repair, remodel, or alteration of your owner-occupied principal residence and who are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. The law limits the amount that a lien claimant can claim against your property. Claims may only be made against that portion of the contract price you have not yet paid to your prime contractor as of the time this notice was given to you or three days after this notice was mailed to you. Review the second page of this notice for more information and ways to avoid lien claims. .T COMMERCIAL AND10R NEW RESIDENTIAL PROPERTY: We have or will be providing professional services, materials, or equipment for the improvement of your commercial or new residential project. In the event you or your contractor fail to pay us, we may file a lien against your property. A lien may be claimed for all professional services, materials or equipment fumished after a date that is sixty days before this notice was given to you or mailed to you, unless the improvement to your property is the construction of a new single-family residence, then ten days before this notice was given to you or mailed to you. IMPORTANT INFORMATION ON NEXT PAGE STI ATTACHMENT C PAGE 1 OF 2 ' - , . . SENDER: STI NORTHWEST ADDRESS: 3628 East Ferry SPOKANE, WA 99202 TELEPHONE: (509) 534-9711 Brief description of professional services, materials, or equipment provided or to be provided: Professional engineering and related services. IMPORTANT INFORMATION FOR YOUR PROTECTION: This notice is sent to inform you that we have or will provide professional services, materials or equipment for the improvement of your property. We expect to be paid by the person who ordered our services, but if we are not paid, we have the right to enforce our claim by filing a construction lien against your property. LEARN more about the lien laws and the meaning of this notice by discussing them with your contractor, suppliers, Department of Labor and Industries, the firm sending you this notice, your lender, or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods available to protect your property from construction liens. The following are two of the more commonly used methods. . DUAL PAYCHECK (Joint Checks): When paying your contractor for services or materials, you may make checks payable to the contractor and the firms furnishing you this notice. LIEN RELEASES: You may require your contractor to provide lien releases signed by all the suppliers and subcontractors from whom you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. YOU SHOULD TAKE APPROPRIATE STEPS TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED BY LAW TO GtVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. ' IF YOU HAVE NOT RECEIVED IT, ASK THEM FOR IT. , STI ATTACHMENT C PAGE20F2 • , • _ . t: • ' • . , . Sociates., C~'C ~ . ' , ' ~ ~ . . ~ • g 4 4 ' • ~ ~ ' - , . . . FAR 509 45 . . . _ , : . • . : ; _ , ' . 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' • . • - „~:~k CH 1~ ~ ~roRK: ~ ~ . - E~:A~~G . . _ : _ . - . . • ' - . . . ~2, ~ - A ~ m'~~~s w~► C~tIPS►~~ .f~F~,;,~, - . , ~ . ~ . ~ ~ S - . ' . ~ • ~ ~ ~ ~ ~ - ; - . • . . ~ . ~ - . , ; ~ : . p ~ . - • •~D~~A • . ~ . . ~ _ . ~ ~ ; • ~ ~ - - . - , . . • . . . . , : ; x. ~ ~ :s ~ . 0~~~ ~ w r . ~ ' • : • , MAm• • . .i-. : , ' K,,,._ ~ i•- ~ - . ~ ' , ~ . ~ - . ~ ` ~ 8nt • . - : r: ~r ; . . . . . , - ~ ~.Y : . , dYiCE T A. . ~ jG . • . , ~ ~ L~ ~K~ ~L~.•_.~-~ J••L. ~ . . ' E f ~ ' : a,~►~'! ~ . • ~r.,. ~ . J _ -I " ' - •r~' ' ' „ .rr., Q a~g~~~ . .I~►'R!0~,~$--~ . ~.3: 4tp; Rec~at~.. ~ ~ ~ ~ ~C1P1- ~~RV~ - ~ -~,orr~.'Me~d~~ ` ' ~ ~ ~s~'c~?tie ~h ~~i►tt!t~~+?~'~4. . { . . . ~ . ~ . . ' - , ~ . . S~'~ , ~ F~.~~ i~e , ° ~QtN 5 p~: ~1} apP.. = it►~~~~~~ ~ - ~ ' • , ' ~ r - , ,t ~ - . ~$rN ~ ~ • ` ~ . ,~r . ,~..+"r.• ~ ~ - ~~ti: ~ ` :S- . . ~ , _ ~~'N .~~tYc. ~ ~.d,t~~tt _ , . . . . . . . • V. • "r' . ~ ~n-~o~t~►;antl. . . . . . . . ~ate; - _ . . r - _Y... _ ~ . • 4. • Cco ..~~e_C~r .Au~►o~!za' - - , . . . . . * . . ~W:, :;t' i-,. . : ~ 4'`}~~S~O~ ~ ~ . • . _ _ • • '.Y '~iy ~ . s ,1 ' ~ i • . • • ~ 2~:y ~ , 't" .9 . . - . .O~ . • , ~ w. • , • . ~ . ~ ~ St - ~ • ; „ ~ . ~ ' ,•~~~/t 1 g~~ , , • • - , . • ~ , - _ : . • ~ ~ • - ~ - : `aeMt ~ r OpC4~T. ~ ; " . . - ° ~8'~i~ • . ,5~► TIO'R~ : . - . . - .j~ ~p, , , ~ - ` • . = ~ ~ : : , . ' ~z. . ~ ~N~ER~ ~ y ~ . • . ~ ~ ' . . . ~ - : . . : ~N~ ' _ ~ • '~~~;1ENT~;- - . . ~ • 4 ' ~ion ~ . ~ _ . . - . - . . _ : ~ ' ~1' ' ~ = . ~ ` • : ' : ikion~=~r►s A~.R~~ v~d•,'. . . , ' . • - . , - . ' . . . • . , . . - . : : _ •~y;fl1tD ' . _ . - . . . ' _ ~ame: . , ~ob. . . . . . . • ' ` .s . ~ o~ ~~~~fi _ • • : - ~ , . . , . ' ~ , Q • . . . ; . . : . . . - , • , . • . ~ ~ • pAGE~~~S ; • ~ ~ r ~ • • , . . ' ~ p , • , : ' - - • r,: • r ^ ' ' : ' . • • . ' . . ' ' ~ 9~°Jo . . , : . . . : . ~ . : . .6$4.4 . . . . , . , , : 5@'3 450 c" ta .C 47 03f12/01 15:47 FAX 509 458 6844 CLC Associates, Inc.. @003 . ~ . . • , . . . - . - - . ' • . . : . . • ; ~ t: ..t.' • • : , , • ' , ' , . ~ • ~ _ _ , ' a.; 'BASIC .9ERiIICES ~ANQ SR ~tRViCtS': : ` • . . . • ~ ' . - • . ~ : - . , . _ . , _ ~ _ . • " . . _ . : • . ~ - ~ ~ _ ~ . - . • - . ~ , ' - . ~ . . ~ ~ of~BxeCtinbr~-i~f ~~e WOF~IC°,''~~ . - • . Engineering~ SIC'.SERVICES ~~,a11 be thase• servlces which.l,are we~~ d'eftned=at~-the ttme.., , _ , . . , . AUT~tORtV►TION and f~or~ wihictt:r~`I'I• Northvvest,~ her,einaRer refe~r3':ta as tho .ENGiNEE~t,; can~estaitifiski~:~a fi~ed:=~ea~.:~ ~maxir~rium ~~budget~fo~ per#~ofmB~SIC• ~SERV~CES. - . Un(ess othervv.is~ notee:.BA~IC~ =FE~." ~ha1l=~~apTes~nt:Yfutl~ . . . com ensaatior~~ for. pertormar~c~'of-~tie ~ERVi~ES ~v~- a =or~e=time: onry~_tiasis~. ~~Tne~fNGtl~E~R~'f~t'aX: p~if~~eii ~ . additio~ial sentices in- additior~.to~ th~~ B~iSiC: SERVICLS 'v~#ien 'tns- scdpb-.o~~:~ie-.ii+rork~ reqUiFed: SEF2VlCES owt~in~d ~in ~his Wo''rk~Au~horizetloA,* when~-epp{'icable, and-Attactirri~nt "A:'-.~hese additiona( :~e~vl~Rs~l;'.:~ > , ` d o: as~requeste.~ by:t~ie;C~UF.Nfor hi5~ et~t~>: ~ • be'refeRed~to.as.SPECIAL•SERVI,E~~•and shall:b,e,perfarmed-as neede . . , ~ ~9..,.- - that~.~ie= f~e ~ -~~'~ri . a Ume_ and expense~ basis. SP~~iAi~ SERVICES.~FEES based' an and -ea.cp~nse- s.~ialt. me.'an~. , chafged is computed tiased An- the;tota4 numbe~;of hou~s cequired bji eactr ~mptoyee~to~~ac.complish-tiie'(eq~sired:work~ . . pius aFl alfowance #6r~'e'verhead-and =profi#~ pyits .expen~es, directly `a##ritiutable, to' the;.lob, -as~' ouUiried~ ~lovu:-~~ Eees,..,.. - . E. • - . , . . . . • . • charged ~or~SPEClAL ~SERVIC€S shall be ih' a~dition- io.tY~e BASIC FE . ~ ~ . - . . . • . . ` . . . ~ . ~ fi. ~ FEES FOk iWifC SERVlCES ' . - • . ' ~ ~ . ~ , . ~ • ~ ~ . - . ' : , ~ . - ; • ~ • . . . - ~ - ~ ' , ' . . . . . . . . . . . . ~ _ . _ . : . . : . . . : - • . The ENGlNEER:wi!l-pCesentUle CL'IENT ~r~t#i an. iter~iied invoice'each r-rionth fo~.*ASIC SERVICES'p.e'rfQmne,d'~the , M • . . . -pre'vious'month: Ths arr~aunt df the BASIC- SERVIGES FEE daarged'•each r.nor~th;.shall- be:.based oi~ a~ount :of ~~ime'~ ~ ~;pnd'~experiseSlexpended.:each- rnonth but the aggre4ate-of all 6ASIC'SERViCES FEES:charged. on.monfhly:invoices*: . ~ shall not exmd ttie tofial BASiC;SERVICES.FEE aOttiorii$d herein: ~ • . . . . ~ : • , . . . , . - . - . . , . . . . : _ : . • ~ • 7. .F.EES' FOR SPECIA!: SER111CES , ~ - . ~ : • . ' ~ . ~ ~ - ~ . ~ ~ ~ ~ - • ~ ~ . ~ . ~ ~ • . i • . , . • - • • . , ' ~ • • o v ~ . - . • ' • t~ • ~ ~ . - ' • ' ' ~ " • `j • ~ - . When fhe~seririces p'rovided by the ENGINEER are not included in fhe.,BAS(C- SERViCES descripbpn ofwortc, thertther.:'= . work ~rill, be tiilled ~fo the CE.IENT as SPEdfAL SERtCES:tiased on:the ~amounfof.fiijneand 'exp..ses . xpended eac#i~~~ . . . . , month to perform Ifie'SPECIAL SIERViCES.: . ~ - . ~ . . , • . ~ . . ~ _ ~ _ • - , _ • . : . . - ~ - . ~ _ ~ . - . - . , . . . . . . . - , . . . . ~ ~ . . . , . . , . . ~ . . ~ . 8. COMPUTATtON OP.TiMfE AND EXPENSE . . - . - ~ - r . - . . To "compufe 'the.TIME' portron~ of the fee, the total= numtier of hour.s - *uired- by, each'~emplayee -to. acros.mpl'sh~Uie.. rec}ui~ed woi•k sh~al1 be multip{ied:hy each emp{oyee's. job cla~s~~fcation houriy ~illii~g rate:~ The -houbillii~g, rate~sMa1t• inctude- the cost.of.waget;, payr.oll taaces, personal-property taxes,. erhployee benefits, office• rent;-AetephQ'e*ctiarges;_:, ~ , . : ~routine postage expenses, check"prin(s and document size copies -used•inteFnally to produce the~woTk, dopceciat~ri o~~. - ~ strative . equipme.rit; miscellaneous office and drafting 'suppfies,%computecs,. pJotiei`s; s4rvey equipm over~ead, and ~ra ent,'software: adrrairn . . . . , . ~ ~ _ , : . . ~ . ~ . : . ~ . . . . . ~ - _ . . - . ~ < • , : • ~ . fi~ • ' . ` . . - ~ - ~ ~ ~ : . : ~ ' ~ ~ . : ' . . • ~ _ - ' ' . ; . The~ maximur. tiou rlytiilling rafes-by job cla"ssificatiorvas follows: i~ . ~Job -Ciassificatidirti - - - ~ Houily Billina Rate'.., .loti~Classifleation' ' . HaurtviliinaAate.:; . : _ . . - ,2•Man Saivey Crew%I ~ : ~ : ~ • -$1A~:d0. ~ . • - ~ ~ Pcin~ipfils~ ° . : : . ~ . $.1:30.00~ .~'Assoc.wo~ Planner. . ~ . 100:04• - . ~ . . ~ . GPS-tquapment tln additlon.to ccewJ-• . . §0:.90 • . . ~ , Senior-Project I~anager ~ . ~ . . ~ . ; ` . 95:OQ ~ . ~ . . ; ~ :Register~d:tand Suiveyo~ ` ~ : - . • . 85:OOs; : ,•~L, •Project MaMag6r~.-. . . : . ~ . .85:0,0 . ~ . ~ . . Tichiirt : • • . ' ' . ~ . - 6~:00~:: . ~ ~ . . .i. • - _ T t. t• 'k~ _ _ ArciiiV~hgc/Landscape Archii b0:t10' , . . : . ~ • Ctiflea1, . . : . • . ' 15:OE~:° - . . , . . . e . . . ; . . . . _ . - 'M;. - ~ : • ~ ~ . . ' . • ~ . J ~ e .'1'~~-. ' 'The. EXPENSE- pt~nion of~the; Y►IIt be. fOf OUt of,:pi7C~cet EXPENSES :directty,aab.le =to e~ proj~ct Ex%rriples=~a~_:~ ; •r•;;. EXPEWSES;:*hich will.be chatged in attdfion•tQ:ctiac~ges;fbr 4me are as foll4ws:. ~ ' ' _ . • . ' ~ - ~ ~ s . . , . , , . • • • . . • . . .:i , ; ~ ~ • ' • . - ` ~.r'_ ~ A. ~~P~ints~ o~o~ument size: cop9es~.~toduc~l- fOr~ the'-.use: o~f' CLIENT Qt hi~ a~ents ~will~~be.,~ctiacgethe~~arQ~►mg~: raEes'*`-Blugrine Prints'(24X3f).=,$4:OQlst~eet; -~ia.2nd- Originats (~4X3G}"=.$10:Ob%sheet;:DvcumeriT1Size: copy~~ _ $Q.1518he$t.: . . : ~ . ' : • . ~ - . ~ ; • ~ - . . ' . . i . ~ . ~ ; S. T~rave~t ~ela#ed to the. projec~ vrill be charged:aF~-$0.40 pe~~mile': . - _ • ~ ~ . . ~ - . . : =:'.~'~L.° . ~ ~ • • ~+C . Per diem'~P~NSES.for.travel;~lodging~or'meets;for'~CL•C~Associates,lcic:~'empioy;ee~ eri p~~sen~e o~~e~nplaye,e~: ~ . ~ • . . ~ ,-is`requmedoutside.the metropoiitan Spokane area vtinlE.be charged at ao~t•p"~us 14°r6; , ' - ` Y o~:'. - D~.. .fiAaCerials:pui~chasLd, equip'trienYrented and/or fees'paid on behalf of..the,GL1ENT wjtf;tie.'charged;~t cos~t ph4.~`p= , . . ~ •E:~ :.Sut3eo~itra~t~r~Iconsultants paid"by'CLC -A~soaiatOs;. Inc: on•b€K~It'of":t~te,CLi~NX. will=be~.cfiart..cas3~ptus':~~.~ O. ~ , ' ' ~ ' . . . _ : . . . . , ' ~ . . ' . , , . ' - . • , • 3 , . ; . - • . .150 . . . , " . • _ ~ . ' • • , . ~ , , • • . . • ' ' ' ~ ' • ~ • • . . ' . ` , . • • . • . . ' ' • ' , ~ , . ' ~ ' 'j • . , - • .1 . . ~ ' . ' • • • , . , • - ~ : . ' _ . , : ' . , , . . ; . . •4 " • • , . . . , • . r:' .o ~ ' : ' . • . ~ S'T1 WORK.AUTHOIt1ZA77ON• ' ' • ~ . : - . ' , ' . S • • - - . . . . . . . _ PAGE20F'5. • ' • • : ~ - ' ' . . . ' . • • - • . • • • . ' ~ . ' . ' • ' ' ' • ~ ~ . - - ' . • ' , • OYfll . . ~ • . • - , ~ . ` ~ • . - ~ • - . , ' ` , . • ' ~ . ' ' - ' • ' - M • ~ ' ' • . . • • • ' . ' • • . • Y ' ~ • . . . : ' • ~r 1 ~ : , ~ MAR-12-200i 15 ~ 49 509 458 6644 '94% P. 03 03/12l01 15:48 FAX 509 458 -6844 CLC Associates, Inc. . ..10004. ' _ . ~ '.•I . ' - . • ~ ' • . • ~,1'• ; : , ' • ~ , ,•~.I• ~J ~ . MONfiliLY--81LL1NG .PROCED~ Ar1D, FORMA; . - - • . . : ' . ` _ . . , : . • • • _ • ' . ~Fese ..~~1E~fT -with an invol'ce each.-montl'1-'with. BASiC FE~s*~itemi~ed` sep@r.ately ftolti•,~ ~ . ~ • ~ . The 'ENGt1~~ERwill':p qt tiie, ~ . . . . ~ ~ bf -work~ `perfdrmed.. 4y' atl; ' , - ~ S~ECIAI-~-SERVICEFEES and~ EXPEN$ES.'~ ~Charges~'wil{,:tie'itemized~.by category. . • • . employee~ collectiveiy, bui wip N4T be iter►i~ed shoinnng each erriployee`s-billin.g rate and' nurriber-:of:ur:S~.worked~on the project: informaffon , detai{ing'er~pto.yes :billing_ rates and..the e~cact ~numb~er~-Af hau.rs. worked: project will tie made'avai~~ble 6 the .eUENT 'if~ reque.sted.: Chargss~ fo~:F~CpENSES_will• , itertmiteci-mo.nthiy-or~.each..,. iFlVOice.. . : - . . ~ • , . . . - . . . _ . . . ~ . . - . . . , - - . ' . . ~ • • - ' ~ • ' ' ~ast 30~da s- EollowiR ttie- irivoice'date: lnteresC ' . , ~ Monthty invoicQS are due and payable upon presentatToR and are p . Ou . . . _ Y , 9 . . . . . . ~ 'at- the- rat.e.`of 'f'/!o-~,per, month i+~lf be 'ctiarged an ali past due accounts wrth.- interest being~ caiculated~.from: the ~~voice ' date:~~ .Infer-est:will~ b~ 'carnpounded .monthty. ~ The~ CLIENT-agrees, to pay;;all.'reaso{~abie'~attomej~~ f~.es-~ ahdror•' collectiorv 00sts-. incuirred to•, collect.past. due amounts: --WORK N1AY' BE~. SU.S.P.EI~iDED ON.:ANY PRbJECT~'CFiAT BECONIES 60~ DAYS -PAST.DUE. WORK WILL NOT ~RESUME. UNTIL- ~THE ~iCCOUNT iS PAID, To kCU~R~NT•: S7ATUS: • ' - . . . . . . • ~ . • . • , - . . , ~ - • . ' • , • . , . . . . , , , . .s • . -Within 34 days:aRer-ttie invoice date of any. invoice,sent by the.ENGINEER go.the:EL1tNT pursuant ta this,project;_tfe~: ~ . CLIENT•sh4 give _written nofTce *for any. claimed deficiencies, deiecfs, or. lack of-perfom.r~ance wit~i.respOct,to services: codered b~t.said'invoice;. otherwise, said services shall pe ~ due according. to * "ts: t+errris"~as -an accoant: sta~ted~ Th~. . purpose of this provision is to*provid'e;a'rneans-of protnpt nauoe so. that the ENGINEE~.wil1'noi tie prejudieed"and-car). - act expeditiouaht ~ nesolVe any claimed defects, deficiencies; -ar ta~k af perfv=mar►cQ: . . . . _ • - . . _ ~ . • . . ~ - ' - • • = • ~ . • • ' ~ • ~ • . . • . - • , ~ . . . . . : •1: , " ~ . . .10. AUTHaRiTY ; . . - : . . ~ . ~ . , ~ ~ • . . . ~ ~ . . ~ . ~ . . . ~ - ~ ' ' . . , . . ~ ~ " ~ ~ - ' (n the- ease -of conflicts. between the VUORKAUTFlORIZATI4N fonn and its AT"CACHMEPIT§`qr'AME1dDN1ENYS; the..~ - follo~ng-otdet shall prevail with :the h'gher document; Laking precedence over a doeumenflisted urndemeath: ~ A: AMENDMENT tQ f_h_e W4RK AUTH.O.RI7ATION: ~ ~ • ~ • ' ~ ~ . . ~ • ~ ~ . ~ ~ ~ 6. ~ SPECIAL PROVISIONS to the WORK AUTHORlZ.aTION (Attachmerit "B")' ' . : - • , ' . . ~ - . ~ _ . C. • OETAILED: QESGRIPTiON bF-WORK {Attechmeht "A"} : ~ ~ ~ ' ~ : : • . : ~ • • . ~ ; • . . _ , . - , . D.. Executed.WORKAU7HORlZATION'form. ~ • ' . . ~ ~ ' - ~ . ~ ; ~ . . ~ ~ 11. GENERAL: PERFORMANCE PROV1310NS ' ~ . - ~ . ~ . - - . . ~ ~ . • ~ . - ~ ~ . . . • - . , _ . . . _ . • A. Sl"1 NORTHINEST; -herein, referred to ats ENGINEER; agrees to,perfqrm •pmfes5ional serv~es 'as ~escribed iri this • WORK a4UtHORtZATiaN includirtg -epplieabte aftachmerits for the~ CLIEN7; - ahd-the CLlENT -agrees . ~ . and_compensa~e.theENGiNEERin- accordancevuith'theto- cros~of.01e.WORKAUTHORlZAftQN. . . . • - ' , ' . . ' • . ~ . . ~ • ' ~ • ' ~ ~ Y - . . B..- During the pe,tformake of'services'coveied.-by 3his WORK*•AUTHORIZATIO~,.:°ttie±sope' bf the*!~NGIN~tRS~ -services.ar~d:c.4rnO en5ation ttterean may be,,adjutted by mutuatly agree.d ji:pon.~am~ndmen,ts: . , . ' . . C:' ~ This.WORK AUTFiO.RIZ.ATtON shall 'be governed'by the lar~.~of ttie jurisd'ction: of ~e~.~Qj~~t~for•v~rhi~h t~e wor,k°is~ „ being.0ertar".ined'~o'r:wt4en there 1s'no projet~~~ite, then the jurisdicbon wfie* the vrork,is. 0ecform66 ~ - - . - ~ • • ~ - . ~ ' ~ -~R~ ~~work,.contem lated~ under ~he ~ltOFtK~A~THO,RIZATION. . -6icten,c#s~~io ~r er~. -(7.~~:1f,;.througb ro:fautt of ~the'ENGINE ~ . . P. . . _ , . ;-tfian ~tv~nelve :months. frorrj: the date~ of: executio~ of saic~ WORK AU'~HORiZA`flON; .trie ,un;~bil~ed'~~A►StG.~~EE.;(if;: applica~l6);: SPE7CIA~.- SERViCES bf1lit~g ~rates, :andlor ese 'items ~iay.'be':inaeased.~as= ~utually.:agree~;~t~'. - - . ~ea~h .ye'ar~the WORK-AUTHbRI2ATiON reroains in,-effect past the- fit~st jtea~; to ref~~~the increased~cost qf-dqtri.~.-:~ ~ ~ : . . .~bu4ipesg and/or cfianged'condfions:: . ~ : . . . . • . ~ - ~ . : . ~ . ' ~ . : . : . - ~ - ~ ~ ' . . . . _ . . • . r - ~ . . . ~ ' - : RIE.AUTHORiT~►TIE?PI ma pe~terniinated b the ~CLiEN:T;~ar?th6- ENGIN~ER• iv'ing.i~in'tten.~nDiice'' . . • T~iis :11~0 - Y• . . . . . Y . _ . . • . . • - - . ~ ~ - • ~ ' . . ~ . ' - . se.veti.-i~a~rsr iri advance af fhe terminat~~h -date;- ~by-.mutuat agreement;: :ar.as ~ a ~resun: o~' ~ub$tAntYaF`~ailure':to; . ~ • `-pecfqMin-accor.dance.with•the terFins of the- 11110RK AUTH4RIZATfON.'6~r,t~ie,ottiec-par.ty°ttirough:np'•iault:of_~ttig.~'= tf, for anj~ reason ~this: VUORK AUTHORIZATIO'N is terminated; ENGIIVEER sii0 be paid~f~r . the extent of'services'perfiormed by him~to tKe`termi~atiori date including-rsimbursable'expenses:ttieri~due:: F . . . _ . - . . . . . - " , . . . . . - . . . : . ~ . ~ . ~ ~ ' ' . ~ ~ ~ ~~~in " ui~uit' of the.:: -F: ~Th% e~drauving driginals, elec~onic ~fle.s, specifcations; reports, and,genecal projeCtfil~..*prodt~..ced.R _ . iuotk. contemplated under fhis~- WORK :AUTHORtZ~1TIONshall rerinain; in._~e propeity: of. the ~ EPtG1.~EEa~ The , ~ . -~CLIENT~sE~all be ~ent+tted~to~one'set`of.ap~rov,ed~:blueline~~prints,specifcarions;,'repo~ts;~etc•,r.apP~icable:~ta~fi~s~-~ . pK.AUT~ORIZA~ ION,'as-parf of the dAS1C• FEE:•TFae.-CUENT'Aha{l 6e e~ierriginafs of drarnrings, specifications; reports and project files fot the; cast of handling. and• . , . ~ , . . - . . : , . . . : . . . ~ : . stt' wotuc:~.u~rHO~►nor~ ~ ~ : . . ' . ~ ~ ~ . ~ • • . . ; ~ ' . ~ • . . • ~ ' ' ~ pA,$ 3 OF 5 ~ , . . . . ' . • . ~ . ~ ~ ~ - . • ~ • ' • ' ~ ' . • • . ' - - r ~ " .ItEwQ3lOl" ' . ' • . . . . . • . • . • . , : - . • ~ . - . . . , . . ~ - . , , ~ • ; . ~ ' ' ' ' . . . ' . . • • . • i . . " • • a • . MAR-~2-2001 15:50 509 458 6844 93% P.04 03/12f01 15:49 FAX 509 458 6844 CLC Associates,. Ine. , 0005 r s. in cbm~• . . ~rith~~..other~.temn~,of: .Fhe: ~~tl~~ : , . . -e-pr~ . ~oductio•n ~ = oY - _ . said. • ' do.cu ~ ~ s;:~`Provl'ded.-Uiat.:t~i "e Ct~tEN~~ ~i - . ~ - . . . . , . . . . ~ _ ; x:, ~ . - . . . , A . . • _ -r, ~ • . ~ . AUTHORIZATION. The ca~. r ^~eps~aduction- of sa'sd addiii:.onal docurnenl~ ddifion ;to ~t1ie=$ASI~: ~EE_ Eteetronic files• created: by tfie ENGINEER= in:the p.roductior+ of.the GLIEPJ~TS-wor~C contains priSpr~etac~r.:iniot:rriation: w wtiich'is. the.sole.Fr.QRsrty~•ofi.the ENGIN~.ER: ' Etectnanic f les shal! ~be the'sQte~ propert~;of the-E~1GlNEER:and~w+lt ~ ' • be r~leasec#to~th e CLIENT'Qr. ttE~,CLIEM~'S.agdnt'sotety at.the:discretion.of~the ENGINEER. , : • : . ~ : - . . - ' . , . - . . . . r • . i . ' . ' . . : • ~•1~: ' • , .•l .i'y y . :•Y G. .In,ttie•evenE~Viat ttie CL'tENT ~ptovides erroneot~s-inf.qrmatiori'to,the,'ENGINEER,..or-revises~`in~brmatior~~previoirsly:,r:.:~ • . - - ~ - prov'rd'e.d;- c~eatirig..a..situation ~whers'~the.'ENGINEEK has. perfatmed• wdrk~.~that4"-,correctecl:_~iy:~the; ENGINEER; then:~ali~such~work wilibe~bi!!ed to the: CLl ENT as a.SPEGtAt SERViCE. -~t is~tu'ct~ipt-u~idlersto~ t~at~''. tfie CItENT stiall.-hbld~the-ENGINEER-HARNlLESS from all~liabilities, wiaich may-,ac~r.ue;to t~e E{. GINEER'.as•a = result of said eROneous or ~~rev'ised information. . ~ ~ ~ . . . ~ , ~ ~ • ' ~ • ~ . • ~ ~ - ; : . ~ . ~ ~ • - ' . . , ~ . - . . ' ~ ~ ~ " . . . . , . ~ . . . . - . . . . . . . . - : ; • Y ' ' . . . _ : . ' . : . ' . _ . 12. ~ ENGiNEER RESPONSIBILITItS ~ ~ ~ - ' ~ ~ ~ ~ . . ' ~ ~ • . ~ . . : : . ° _ , • . . . . . • - ' = . " ~ ~ , . : . • : •,s • , . . _ • • ' . , ' : • A: The ENGINEER wi1l-act-as ttie. ELIENT`S~agent with respect,to'ttiose pha5es of the projectitcs.:wh4ciWORK`:t=: . • . AUTHORIZATI0114~a.pP.i6s. • . . ~ . ~ • - ~ . • : ~ • ; - . ~ . • ' ~ - ' : : . . ' ~ - - ~ ~ . ~ - ~ . : . - . . . - : : - . ~ . . _ . . ~ ~ • B.' The ~ENGINEER witi perfdrm fiis•work in: a tim'ety manner;,but it.is agreed upon -bstwe" fhe 'Raities..t6ttiisWQRK'-, AUTHOR1ZATiON"ttiat the;'ENGiNEEft ts'66t resporisibte for:dQtays caused.10actors- beyond,-`hit;conEtol; vr #iy:- •_,factors which cautd not' reasonpb~y. have been- fareseen• at~the~ time this WQRK AUTHOFttZ~A7lC~N ~d,ras =e~~cuted: ` ~ it is~agreed that "timel, manrier' sha1l mearr a tirne fcam~ roughfy equal to that taken by.vther engi~eefs :omsimii'ar .projects-under similar_conditio6s; requiring similar appra4li-kom simltar' igencies:. . : _ . , ~ - ~ : ; ~ • : . . . . C: - 7he - ENGI NEER ~ will ' per#orm his woFk- in accordance vvith ~ generally, accepted : pro.fessianal -practices`: and'; in . arcordartce •wiih- available'published standards of approVing 'agericies and makes no ottier Warranxy._ ~ . • : ~ . , _ . . - , . . ~ . . . ~ . . . . - - ~ . . ~ D. tt is~ undecaod 't#ia~. the ENGINEER- sha11 be :responiible for services.proYided by: personnel ~in. Ais direcC~emptoy _ and-that ttye ENGINEER-dves not guarantee.tha perfoTmance of any other. contractor asbociated with.thjs project. .~-S 1t is 'understood- fbat the ENGINEER is nat responsibliD for.directing the eLfENTS.contractor or,for- sefiouling'-' ~consfrucbon attivities: ~ • . . . . . : ~ . : ' . . ~ . . . . , . . . 1 . ~ . - ~ . : ~ . . , ~ : . ~ . - , . . . , , : . . F: ~It'is understood Ehat the,"ENGINEER 'shali not be responsib~e to covrdinate with-uEi1'ty~companies for- the design , , . . . ~ • - and- installation of electrical. seivice, tetephofle service, cabte TV service, ~ stre~E lighting or~ otfier .utitities~~ih~ct~- the ~~Cl1ENT;May~ require., . : , ~ : . . . - . ~ . . . ~ . ~ . ~ : . . . ~ . . . . . _ . _ . , . . ~ . : . . . ~ . - • . . . n 'CLIrNT REs?0IYS16fL-iT1ES. , . - . ~ . • ' , . . , • . • ' : • : . . . • . ~ - . ~ ~ . • . ; ~ : • . . ' . ` - ~ ~ ~ • ' . - ~ - ~ • ' . . " _ . . ~ • , , : ~ . . . - ; ; - t' _ ~ ' ~ • ' ~ _ .R, •Th~.C~IENT~~witl:ptov.ide.all criteria~~and full inforrination.-as fo,his requiiements~for~the:pr.ojec~.. The:CLI~NT:~ivitl:. • ~ ' ~ ~ ~ - ~assis~~•the "-El~tGlNEFR~by;-ptacing athi§. disposat ~ai1,;available written " data~: pertinent to_ th~e =sfte ~oject~~ - ~ • . i~ctuding-previous~~re~orts;.corre§ponden~e•with"~pubiic~or.privat~'agencies~or'individual§,~topvgraphic. .m.~ps:oVtlie-.: . - . . ~ .proje0.area,.~pertinent. boundary::sunieys- and'right-0-wgy surxej►s;,=soi~s .reports,.pr'otectnre~~coveriantS;~:any~ ~ ~ ~ _ other'material of=4 fechnicar'n~atune* pertinent to the project site whictr:rriayrequired..• , . . . • . . ~ . . . 4 ~ . . ~ yi_ ~ ' . . •L . ' . • . ~ ~ . . ~ . , . ~ ~ - ~ ~ ♦ . ~ ~ • . . . . • f • , • • • . • . . • . ' . ' . . 5 ~ . . • , ~t . . Tt+a CLIENT. :will 'iexamine ~ :alf sWdies; -feports. -'sketc,bes, specifica~tions; draM-hgs, ~ ~ag~erxients~: and: °othe~ ~ : ~ , . . ~ - ~ . doqdcnents.pretented: by -the _ItNGINEER- to..the: CLiENT. he Ct1ENT w'lf -give,prompt'writteri~`nqtice ttt~;:. . . - ~ E~1G1N~Ei~- YyiFlen~det.-he..bbserve's or othentiise b~cximes awar~ of defects pertai~ling':to: the: ENGINEER'S'virci'k - . . . _ ~ ~ _ on the.projec4.: . • . : . . - ~ : . ; . . : - ~ . . - . . • " . . ~ - - • , • ' • . . . . - - ~ : , . " : , ' - _ . . ~ ..1" ~t• . _ • . . - ~ ~ • ~ ,Withiri 30:da~s.~fter•the ir~voice date o'~-any invoiceseM~by tFie.ENG1NEER td:the CLtENT:ptitstiant-to.this:VlfC~RK AUTHbRIZATION;.tfw„e.CLIEtVT. shail giue rivritteri notice.to the:F-IdGINEER of ariy-claimed:def6.eriC4s~ dewfsR.or: perfortn~ paymen~.-for:$a!iii~terv(ces~st%alt~e. covered-b.ysatd invoice; ot~er,wise;- ~re : . : - . . of ~ witti ~ spect,to:se.rvices t ~ ac • ~ ~ ' ~ ~ dWe. a6coriiirig to~the.ferm~ :af' the 'Wt~f~K AUTHORIZATtON. 'The. purpose -of the~e .Rrav~sioris;ar.e~.~o.:Provide ~ . . itiousiji t6.r0s6lve,'.-: mearis'~of prompt-notice.to-tfi~e-ENGINEER so that~he'will not~be prejudice.d~and'.can-act:exped ' : • . any cEalmed ~de~ects~ defcc,iencleit; or tack of Rerfbtmapce: ; • . ~ . . ~ ~ ~ . ' . _ • , • ~ : _ . - - ' . . ' • s' • , ' , • ~ ' , ' • ' ~ ~ . . • ~ , .t.. r - C: TEie'-CL1ENT will- designat6 ~ irt wtiting-.4person , to,- act '•as~ his .representative th ~ respe'ct*: io: the; ENGINEER'~` .'se~vices ta ~ tie: rfvmied`~under '•this' WO,RK AUYHORiZATIO~t: Such:, per~son' shalt" ti~ve"autharitjr. tq'tr.arssnai~~:: in~tructivs,. raeceiueinfiormption fvr'the CLIENT,;r.eceive and reWew the'ENGIHEER'&iRvoices;~afid interpfet 2ind: . ~ • • - ~ define theand dedisions with~ respect.to%:the.E~tGlNEtR`t.services oovered:'by~.this- lNOF~K ~ - - : ~ AUTHOR17tiOCJN.• . ~ ; . . . . ~ . . - ' . . , . • . . . . . . . ~ . ; , . ~ ' , • . r . ~ . . ~ . ~ ~ . ~ . . . ~ - , ; ' , . • ~ . = J , .s . . . . . . ~ . ~ , . _ ~ . : . . ~ . ~ sn woxic acrrHOxIzATioN . . ~ , . . . . . . . - - . - ~ • - ~ . ~ ~ ~ - • ' • • PAGE 4'OFS . , . . - _ • _ . AEv; oiroi MAR-12-2001 15:52 509 458 6844 94% P.05 03f12l01 15:51 FA% 509 458 6844 CLC A ' ssoeiates, Inc. , 9006 1 • , ' . ' •J• I . • .'.'1'1.• . : : •e-♦ • . . . . ' _ • . . ~ ~t -C o. .The.C-t1PNT wilk-be:responsw,v to make-provlsiohs for. the.-kNGINEER'S;te~. ~ccess~~ta:piivate IgndS'as may'te ~ • . ~ ~ Eequii~dto.peiform•requifed senrices 6nder:this-WORK,AU~'140~tIZA~'l01~., ~ - : - • • • . . • - . - . ~ - . " .j ' . . ' ' . ~ • : ; ' - . T ' , • . . _ ' - • . - E: ~Ttie•CLIEi~tT wilFbe'nesoongibie.for the- preparation'anrlloriega!•reiriew.of a6y-G6ntracto,-atotherlegal-.'docuriraents:.- - : • ~ : whi~h~ may.:berequired in~puis~ifi of,wock ~contemplated~ by'ttiis; WORKAUTH~pR1ZAT1'ON: ~ - ~ , ' ~ . ~ . ~ . : _ • . - - ~ . , _ , . . : . . . . . . . • ~ - . _ . ~ . . _ . . , . ~ . . , : . . . . - . • . ; . . - . . . : ~ .1•. - . F. The CLIENT. wA11- ad'vise' his c.ontractor of the. contractars .responlsibility to prot~ct~ -aIC suivey;'stakes,~ rr~onfimeh ts,. . : markers, and?reference,.po.ints.;:The CLIENT.or-his~contractor shail be~respQPsible.~fo:notify the.-~,tyGINEERUirie wbrlcing:.dayrs, ii~.~advan~e. ot the-requiremeht-fox ihe,-ptacem,ent o~ aon$tructioti~'stakes; `as-btriit:,sutveys-indlor:~.~.~ . irtspections.. ' While- itis:*utiderstood -by,.the~ ENGIN.EER and ~the•'CUENT1hat..situati6hs~ max-arise'where Uaree,. • ~ . . , ~working days achrance.~otiQe may'not k~e p~ctical;. ~he hotiae~provision is'estabNshed to aid'~n tthe:determii~atior~.of ~ , whethef. overtime charges'ace ju'stifi'ed by the'ENGINEER.. I'Cis'further,. un*stoadlhai in tfis caiseswher~--propsr r notic~• is' ~not practicaH;:. -tt►e, 'ENGINEER - rivrll 'matce every : rease -efFort, inclutlirig~,. o~~'r-time~ hours;-: to-, - : . , - . . . - -actommodate. the CUEscheduie. , - _ . _ ' . - . . . . . • . - , . ~ . . ~ _ G: Tiie-ZLiENT ~vir;)l,~execute. ~on 4 timel . ' ~ . - , : . . - , ~ _ • - ~ . , h - l ~ . y . y' basis ali appropriate -documents requtred :Qucsirant ~to ,~e tu{fill~e~tt~~of the - ~ - _ , 'ENGiNEERand CLiENTS~ respbnsibit'~ies under t1iis .VIIORK AUSHORtZATiON. ~ ~ ~ ~ ~ . ~ ~ ~ : ~ . • ~ . ~ . ~ • . r H. ~TF~e C.IENT' inritl' ~rovide fu" . - . . . . . , - . - . . • - ~ . . ~ . ~ . . , . p rther information or fees on* a timeiy bas.is,.: as requ}re.d: This itifoM)ation :andlvr.fee. ~ may include, tiut is- nbt tiinited to, -~e followirtg: . . ' . ~ . _ , . : - . • . ~ - . ~ SeWer T.V. fees,'.'. ~ ~ . ~ ' ~ ~ ~ ~ . ~ ~ : . _ . . . . : , . ' . : : ~ - 2. . App{icaition arid prodessing fees~ : ~ ~ ' : ' ~ ` . ~ : : ~ • . ' ~ . . ~ . : . . : • ' ~ . - : - ~ ~ . . . 3. Agencjr design revi~ f~es : . ~ ~ • ~ ~ - • • . ~ . • • • - . . . . - ' • ~ . ~ 4. - Cost.of_printing, and maiting documents and•reports . . • . • . ~ ~ ~ : • ' ~ ~ ~ ~ - • . ~ r . ~ , • ~ • : 5.' 'Other. fee!s not speeifically disbus'sed elsewhere in this WORK AUTN4RiZATi0_N: - I. It ~shaU be the CLIENT'S respon'sibility to m(3ke arrangement witK apptopriate uti(ity; companie's ~fo~ the_design and: inttaltatian- of,utilities'which may be.required to be" installed concurren't inrith stteet, storm drainage; .sewer, 'watec or. '~.~.other facility tietng designed and/or. inspecied. by. the ENGINEER. - Said uh`lines may. ir~clude,: 'bUt- are: no# '~~imited . _ ~ ~tat eleetricat power roQrvicq, teleptione service; cabte TV service, or street.lighting. . , ~ . . - • . . . ~ . ~ , . . ~ J. 1t'is spec.ifically.:understuodAhat the CLiENT has not- retained the~ ERGINEER as 'a:~ristiuetion~ nianaget. ' . ~ - . t -responsijble #or:direccb6g the. CLIENT'4 dontractor and/oc .scheduting, constiuction'activities... The.' CLt€NT sha(t be • . ' , : .7 ~ - responsibie. to provide hls:contractors with~ cur~ent appnoved plan s and. specifcations. . . ~ i3. WOstf<-iNG'HOURi-AND~C)VERTIME , - ~ . _ , ; • ~ . ~ : : . . . . . . ~ . _ ~ • ~ . ~ -~~1t is;understood-that: the ENGINtER'S- negular work'ing h.ou'r.s..for:-all of his ecnployees-tS eight'tioyrs~ pe~ day~.and`foit~' i.TS- p e r. w e e~ c,• { e s s~pa id-ho 1i day h oiirs:w h'c h rriay•rjcccur in'e particu lar week. ~ Regulat wotk: dajrs aFe;Monday..t#~rough r•; ~ Friday. °.The• ENGINEER'$ - e~tablished::pald ~ holidays ate. as fot~ows: ~ ' Netiar..Y~r's pay, ~Meorial- Day, the.ourth..of:'. . ~ a . Juty~;.labar. Qay~=Th~nksgiving;~and Chrisimas. . . ~ . ~ , ~ . . . : ~ . . . . - . , . . : ~ . . . . _ _ ~ ~ , . . ~ . ~ - . . . . . . . _ ~ . % Wheii; at'thi~'diti scre6n Q~,tfte;ENGINEER,*the-.EN(3fNErR's.offtce-widd'Vvo{tc1oad.**readhes•a.:ieve!*ete`i~ore,'th"•'~ ` - regutarv+torking-hour~~~aile'requiced to accomptish'fhe worc'ori,6 ~ely b~tsis; anti~wtt~er.'1-the CLiENT;lias given.:p~ropei~f notice- of'r~r9rk, tD..be:.~rfor.med,. the:'~NGtNEER may~ e~ect'. quire ~~his~:emp~oy~eS_ to~worit; in*;exces~s o~;the ~reguEar ~ . - ~ . w~rk~ng ~ours and:charcje for. a1l-work at- the: regular working houf billtng'rate.,, ~ . . ~ = ~ ~ ' , , ~ ~ : .~.If~ hcwevei, th~ CUENt~fafls to give.pro er 'r~oUceof worlc-'to be, pertocmed or. ttie voturrie'of•worR,to~:tie,P 'e~f~~ii~d~~is' P , o~viousljr. ir~jexcess-tif;wEiat can.-b peiformed-during'the:reguta~ woifcing: hodrs~~~ailabfe;gi~n. eth.ENGIME~'-S:~ a° : ~ • normal ~ ~nanp. vwer. tevel, m tFien'the E~GINEER ~ a 'reuite •.his. *empoy8 ~ y q es- 'to, ~iroiic ' ~n~extoss~.of jegular'wbfking- . ~..-hours and cliarge~the.GL[EtVt'for tfie excess houc.s:at ari over~iine rate of 1'.5 ti~n'es-:the,rAgul~i.~iUing.rate:~~ ~ . ' . . lt nderstood that tlie ENGINEER;S .FEE.for BASIC~SEfkV1CES:at~d-tha-houny:~rate5 #bt-SPF.Cli4L.~SERVtC~S.is-- ~ '•tiased-on,.being:abf6-~~Pertorrn nearly aN work pr.aposed-in, fult shifts of etght hours'or.more:, EffoF:reesoRt,bbyQ~d.foe control af-the-ENGINEE`R.-hjs.employees cannot.perfam:►.the.proposed ~m work'~u~sstaritial rn hen e.: ~ ~NG1NE.ER`S.FEE- ma ~tie re~ie ~ o~tated to allo~r for av. ~ . ' _ . _ . . - . , ' Y . . _ , ~ ~ : . etfi~ne pay a~+es: . ~ ~ . . ~ ~ • ~ . ~ . ~ _ , ' . ~ - . - ~ ; . - . . sn woRx avTHnRIZAMoN • : ~ ~ ~ . ~ ~ - ~ - ~ - . ~ . . . . . . . : , , . . . • " ; , PAGE 5 UF 5 . • : . . ~ . ' • - . . , . . . • . . . • . ; ~ , , _ , , . . _ : . . . ~ , . . , ~ • ~ ' _ ~ . REV, 41f01.~ ' • , • ~ . . _ . , : ' ' ' _ • • . ' . . . . - ' • . , " . . • . . ; _ " ~ Y : ' ~ : ~ MAR-12--:2001 i5=53 . '509 458 6844 '94i P.06 03/12l01 15:52 FAX 509 458 6844 CLC Associ.ates, I-nc. E~ 0*07 . /6FAER,~~,~ ' 13 ~ NORTHWEST ~ sores, rFSrInrG & inrsPFCnoN WORK AUTNORIZATION AMENDMENT TO ATTACHMENT DETAtLED DESCRIPTIQN OF WORK (2/19/01) Sfieitey LAke V Atldi#ion Construction Observation (23 Residential Lots with 1,035 i.f. of Road 4mprovements) STf Northwest W.O. # C-70-S000567 ST1 iVorthwest wi11 pertorm canstruction observation artd inateriai testing services as outiined beiow and charge for said senrices an the basis of time and expense. A. RtJAD CONSTRUCTION iNSPECTiON OF: 1. Earthurork and subgrade pieparation. 2. Placement and e.ompae#ian of all base materiat, and pavement. 3. Placerrrent and compaction af sewer and water backf,ll. 4. Curb and sidewalk installation. 5. Drywel{s, inlets, and general facilities. fi. Temporary drainage faciiities. 7. Erosion control. 8. Coordina#ion yriih Spokane Gounty. 9. Preparation and submittaf of street and drainage "Record Dr-awings". 10. Soil and material testing for compacfion and backfiil for items 1 thna 5. B. Qirect ExpBnse 'i . Msleage at $0.325 per mile. 2. Reproduction of prints. , - 3628 E. Ferry • Spokane, WA 99202 9 Phone (509) 534-971 1 • Fax,(509) 534-9755 MRR-12-2001 15:53 509 458 6844 96% P.07 03/12/01 15:53 FAX 509 458 5844 CLC AssociaLeS, T'nc. Qppg fnspection page 2 2. DESCRIPTION OF WORK Construction observation by S71 Northwest personnel ar other agency parsonnel shall not relieve the contractor of his responsibility to construct the faciiities cov8red by this agreement to the iine and grade shown on the approved plans or as staked by the engineer. This contraet agreement does not include canstruction management, scheduling activities, or preparation of irrigation "Record DrawingsA as required by Spokane County for final acceptanve of the street and drainage plans. 1. The scope of these constnuction engineering services inctudes: A) Periodic observation and reporttng of speci#ic cotnstruction activities on this project which inctude; Sewer and Water Backfilf, Subgrade, Bases, Pavement Goncxete Curb and Gutter, Sidewaiks, Stornrt Drainage, and Material Testing; B) Maintenance of afl construction recards related to construction activities outlined in paragraph °A" above, which may inctude; daily inspection reports, manufacturers' certifications, material test reports, and correspondertce; C) Assurance that-the construction of the roads is according to the approved pians accepted by the Spokane County Engineer and, Spokane County Generai Provisians, the Standard Specifications, and applicable portions of the WSDOT Const=uction Manual; U} Development of Post Construction Record Drawtngs foF Street and Storm Drainage Facilities; it is understood the facifities inspected by firms ather than STI Northwest will be certifed by those firms in a ferm aoceptable to Spokane Gounty; E) Coordination of the tesfing of construction materials for compliarFCe to the plans accepted by the Spokane County Enginear, Spokane County Generat Provisions, the Standard Specifications, and appticable portions of the WSDOT Construdion Manual. ~ 2. Prior to acceptanoe -of the road and drainage facitities by Spokane Caunty, the Engineer shatl submit ali construction recards and the Record Drawing to the Spo4cane County Engineer. 3. The effort to complete the construction observatian and certfftcatiQns in accordanoe with Spokane County requirements varies widety and is closety related to hovv well your contractor plans his activities, communicates w(ith our inspectian staff, and the quatity of his work. A pre-construction meeting with the oontractor, projed sponsor, and STI staff is strongly recommended prior to commencement of any construction activity. This meeting wilt be held to determine the schedule, client contact, owmers representative, and payment responsibility for re-inspection charges for incompleta or inadequate work. h1AR-12-2001 15?54 509 458 6844 99% P.08 03/12/01 15:53 FAX 509 458 6844 CLC Associates. Inc. ~j009 ~ Inspection page 3 The soil and material testing is biiled on a time and expense basis. A monthfy invoic;e will be prepaced and sent tv you fvt the inspection and niaterials testing. Invoices are due within 30 days of receipt. The arnount af testing.is impossible ta anticipate, and woll require your contractor and construction manager to coordinate with our inspection department. As you know, there are some soil artd material testing guidelines required by Spokane County, but the . requirements are only the minimum and additiona4 testing may be reguired. The services described herein will be performed as needed and bilfed on the basis of time and expense as outtined in the maximum hourly biiling rates by job classification inctuded in the Vllork Authorization. V1/e estimate the cost of construction observation and materiat testing services as outlined above to be approximately $6,100.00. Landmark 6uilders shalt inciude provisions in their construction contracts to back charge their contractor #or the cost of STI ssrvices which may be required for re-inspection or re-testing of facilities which failed ta meet the required standards. Billings for said re-inspections wi11 be carefully identified on STI's billing to Landmack Builders. l.andmark Buitders witi be respansible to baclc charge his contractot. tt is also understovd that no work shall commence within any portion of the pcoposed Spokane County Right of Way without first obtaining a written permit and approved plans from the County Engineer. It is also understood that any praject facilities constructed without adequate inspection and documentation by STI Northwest VriI{ be removed and reconstructed in accordance with approved pro}ect plans and Spokane County Specifications, or STl will not be responsible far project certrfication or submission of record drawings to the County Engineer. MAR-12--2001 15:55 509 458 6844 P.09 03/12/01 15:54 FAX 509 458 6844 CLC Associates, Inc. @010 . . WaRK AUTHORIZATiON ATtACHtVIENT "C" N4TICE TO 4WNER OF RiGHT TO CLAIiVI A LiEN IWIPORTANT: READ BQTN PAGES OF THIS NOTICE CAREFULLY TQ: Landmark BUildets jp; Bus er Heitman Owner , AgentlContractor FROM: STI N4RTNWEST DATE: _2:1PRQJECT: Shelley Lake3'_Addition - Inspecfigp PROJEGT C-70-SO00567 . THtS IS NOT A LIEN: This notice is sent to you to tell you who is providing professionat services, materials, or equipment for the improvement of your property and to advise you af the rights of these petsons and your responsibiiities. ' Also take note that laborers on your projec# may claim a lien without sending you a notice. OWNER/OCCUPlER OF EXISTING RESIDENTIAL PROPERTY: Under Washington law, those who €umish tabor, professional sen►ices, materiafs or equipment for the repair, remadei, or atteration of your owner-occupied principal residence and who are not paid, have a right to enforce their claim for payment against your property. This ciaim is known as a construction tien. The law limits the amount that a lien claimant can claim aga+nst your property. Claims may only be made against that por#ROn of the contract prioe you have not yet paid ta your pdme c;ontractor as of the'me this nvtice was given to you or three days after this notice was maited to you. Review the second page of this notice for rnore information arid ways to avoid lien claims. C4MMERCtAL AND/OR NEW RESIDENTIAL PROPERTY: 1Ne have or will be providing professional seNiaes, materiats, or equipment for the improvement of your commercial or new rssidentiai project. ln the event you or your cantractor fail to pay us, we may file a lien against your proper#y. A lien may be claimed for all professional services, mateda{s or equipment furnished after a date that is sixty days before this notice was given to you or mailed to you, un{ess the improvement to your property is the construction of a new single-family residence, then ten days before this notice was given to you or maited to you. IMPORTANT 1NFORMATION ON NEXT PAGE STI ATTACHMENT C MAR-12-2001 15 :55 PAGE 1 OF 2 509 458 6944 96% P.10 03/12/01 15:54 FAX 509 458 6844 CLC Associates; Inc. [mO11 , . - - SE(VDER: STI NORTHWEST ADDRESS: 3628 East Ferry SPOKANE, WA 99202 , TELEPHOIUE: {509} 5349711 Brief descripfion of professional senricess, materials, or equipment provided or to be provided: Professional engineering and related services. tMPORTANT iNFORMATiON FOR YOUR PROTECT1aN: This notice is sent to infoRn you that we have or will provide professional services, materials or equipment for the improvement of your property. We expect to be paid by the person who ordered our services, but 'sf we are not paid, we have the right to enforce our ctaifn by fiiing a construction lien against your property. LEARN more about the lien laws and the meaning af this notit;e by discussing them with yaur contrac#or, suppliers, Qepartment of Labor and Industries, the firrn sending you this notice, your lender, or your attomey. COMMON METHODS TO AVOID CONSTI2UCTION LIENS: There are several me#hods availabte to protect your properiy fram construction liens. The following are two of the more commonty used methods. - DUAL PAYCHECK (Joint Checks): When paying your c.ontrac#or for senrices or materia{s, you may make checks payable to the contractor and the firms furnishing you this notioe. LIEN RELEASES: You rnay require your contractor to provide lien reteases signed by all the suppiiers and subcontractors fram wham you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. YOU SHOULD TAKE APPROPRfATE STEPS TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACl'OR ANlD YOUR COIdSTRUCTION LEMDER ARE REGtU1RE0 6Y LAW TO GtVE YOU VVRITTEN !Nf ORMAT10N ABOUT LfEN CI.AIMS. IF YOU HAYE NOT RECEIVED IT, ASK THEM FOR iT. STl ATTACHMENT C PAGE20F2 MAR-12-2001 15=56 509 458 6844 94, P.11 03/12f01 15:45 FAR 509 458 6-844 ____CLC Assoclates, Ine. 0001 . ~ - ~ . . . ~ - - • . - ...:r-_ - . . . - ' - . ...47 _ ~ _ ~a-.t _ . • i~ . " ' : - _ ' . : . . . .'v"`::.- a . . . . ' ~ •Y::' . . . . _ . ~ 7Q~:4tilest :7th~ Suite:204 - '~ppkarie,-~A,:9~Z04~ . p~~~c3iiA:~V~:~.~G'~Q- • : • - ' - . . . . _ . . ~ om;u:~= FAX TRAN5MiT`TAL ~ . : PAGES: INCLUDINC COVERSHEET QATF-_ l ~ .l......................... TO: ..Os.-t4eee.... 477_ 7 . .._~......o....._..- . : ; COfNPANY: PHONE: ~7-7 . _t,,..... .~..,,.-a..,......b..r.. nt._. ..w..,N..M1--.:...,v:.,.,,N..,,....,....n.~.~. . . ,r.,,~ Y" V~~i~.,....:..,v.., • , . _fRaM: )OB: _ _ Y~:.----.._...... PROJECT 4RiGlNAL IN MAIL: O YES ~~Cl N4 N4TES: . ~ . . - . . ~ ~ , . . . . . . , . • - ~ ~ - ~ . ~ . _ . - /0'a"f/v ~ . . ` v~ , . . ConTdenfialitv-Notice This dvaar~t{s) aaoornpanYd'ti9 this fax tiwsmisston oontaIri{s)"tnfommtioc►,-irifiich 13 oontidential ~Md pdyBeged: Thls infeniiabion is lntefxled'W indviduai a erdity sd fadh above. if you are nat tw intended tedpierit, please be~aware thaR any drsctasvrs, ooPYfV, datn-butiai.aar use ot tiie Camo~nfis ot thts infomwtion ts pt+aW#ed. Thank you. ~ ' • . : . ~ . . _ : . . • . ~ • ~ • . • ' . . _ ~ _ _ac.:;: ' MAR-12-2001 15 :46 509 458 6844 ~ ~ ' : . - . - : • . ` : . . , ~ ' ~ . - . • - , 93 P . 01 f ~ CLC = - ~ Associates, Inc. .n 4f11l1m af CduWO lmd Canwftt.. ex February 20, 2001 ' CLC #S000095 707 w. 7 Ih ave., ste. 200 Spokane County Engineers Spokane, wA 99204 i Engineering Development Services RE~~'!"~~ '(509) 458-6840 ~ 1026 W. Broadway Ave. (509) 458-6844 Fax Spokane, WA 99260-0170 FE B 2 1 2UU1 Spokane, WA - Denver, CO ; ! 'Attn: Colleen Littie, E.I.T. SPOKANE COUNTY ENGINEER i ~ Re: Shelley Lake 3rd Addition (PE-1750-94) i , Response to Street and Storm Drainage comments ~ ~ Dear Colleen: ` 'We have received your comments on the street and storm draina9e submittal , i made to Spokane County Engineers on January 9, 2001. The following items have been addressed in the same order as the written comments, a copy of which is attached for your reference: 1. An inspection agreement is included. It was my understanding from the time of ~ the pre-design meeting that the 1980 design standards were to be applied to this ~ project, which was prior to private road and storm drainage inspection being A* i required. Though the Extension of Time granted in February, 2001 upgrades the • ~ standards to the 1999 Road Standards, the submittal was made three weeks prior to the Extension of Tim ~ ~ j , 2. A ' i fior a portion of the unplatted Shelley Lake preliminary plat is enclosed, along with a nd r~~information. The assumption is that all drainage facilities within Shelley Lake 3nd Addition will be dedicated to the , I Shelley Lake Homeowners Association. Temporary facilities will then be removed as final platting takes place, and the temporary easements will be null and void. ! I3.The autb. • nafJbi%a ~ A legal descnption for a temporary easement has been written to include the ditch ; area as shown on the attached exhibit, therefore, no specific easement width ; would be shown on the detail. ~ 4. Supporting a nclosed, which demonstrate that the ditch can carry the 50 year storm with a 30% freeboard. I ; 5. C , MEMMMomam'=Paccording to the calculations included, per Table 24-1 of the Spokane County Guidelines of i Sformwater Managemenf, (GS1V) current edition. ~ , 6. With the f ump condition on both sides of Shelley Lake Lane at Planning ~'Station 14+11.41 left and right, the grate inlets are set at elevation 2042.02, while Engineering ~ Architecture ; Landscape Architecture ? Land Surveying ~ , I ~ ' .AV the top of curb elevation is 2042.60, indicating a sump of 0.58'. With 0.58' of head, the grate does provide sufficient capacity. See the enclosed calculations. 7. Figure 37, Page 6-70 of the GSM requires specific minimum non-flood zone widths for public road designations. Shelley Lake Lane is a private road, and Figure 37 does not specify minimum non-flood zone widths for private roads. Basin A has no off-site flows, so the design storm event is a 10 year storm. Basin B has some offsite flows, which therefore require a 50 year design storm analysis. Enclosed are calculations for both storms. A 10 year storm would provide 15` of non-flood zone, while a 50 year storm would provide 12.6` of non-flood zone. It would appear both the 10 and 50 year storms provide enough non-flood zone width. 8. We have added some grading notes to the pond detail for temporary Pond CD on Sheet 4, to indicate that a cutoff berm and grading needs to be done to capture storm runoff and direct it to the temporary pond. 9. Pond B of Shelley Lake 2"d Addition was originally designed to provide `208' treatment at a depth of 0.67'. The pond provides 856 cubic feet of `208' volume, based on a 0.67' depth, calculated as follows: (1140 s.f. bottom area)(0:67' depth) = 763.8 c.f. +(138' perimeter lenath)(0.67' side slope area) = 92.5 c.f. 856.3 c.f. We assume that the questions regarding the drywell rim elevation and soil testing in Pond B of 2"d Addition can be dealt with as part of the acceptance process for 3rd Addition. Regarding the ESC plan, a legal description of the property has been added to the original plan. Two bond copies of the revised plan are enclosed. We also received an e-mailed comment on February 2, 2001 regarding a discrepancy in the basin maps for Shelley Lake 2"d and Shelley Lake 3"d Additions. After a recent site visit, the basin map for 3rd Addition reflects the field conditions, due to the existing home on Lot 1 of the subdivision at the southeast end of the Shelley Lake preliminary plat boundary. Pictures are enclosed to verify that the modification to the 3nd Addition basin map is reasonable. • In the course of answering your comments, we discovered that the calculations for Basin B in the 2"d Addition did not incorporate a weighted curve number to reflect the offsite ground conditions, but rather assumed a C value of 0.30 for all the offsite area, reflecting a"lawn" type condition. We have corrected the C value, recalculated the 50 year storm requirements for Basin B in 2"d Addition and extended the cutoff ditch in Basin E of 3"d Addition to leave the existing Pond B in 2"d Addition as is. The ditch detail has been extended to call out elevations along the ditch, and temporary pond E has been enlarged to hold the 50 year volume from the additional area. Enclosed are two sets of original mylars of the plans, as well as two bond sets of the revised ESC plan. Two copies of the drainage report are enclosed as well. A copy of the previously i submitted plans is enclosed as well, with the changes we have made highlighted. Our sponsor is anxious to move forward on the construction of the storm drainage facilities, so if there is anything further I can do to get this project approved, please do not hesitate to call my office. Thank you. Sincerely, CLC ASSOCIATES INC. L Susan Murphy, E.I.T. Project Manager sm enc. cc: file ♦ -AR { - _ ' ' f b; 0 ~ • • bAtA~d . . , Is+OC. January 9, 2001 , CLC #S000095 t• ; eia.l rr a Spokane County Engineers Engineering Development Services ,1026 W. Broadway Ave. ~ . Spokane, WA 99260-0170 .~~~~Y 6~f ~ - : Attn: 6ill Hemmings, P.E. i Re: Sheiley Lake 3rd Addition (PE-1750-94) ~ Street and Storm Drainage submittal - Dear Bill: g~rIY.~ \4sa~.7j~ The f !Iow o ing items have been included in the submittal package presented for e !t,}~.}~=:,5': P: ~~s :.•~L4~;"~`'~ your review and acceptance of the above referenced project: y''•;-.: r : 1 K ~ , . ~tt '[y ` j. {~K'A `II-WF:• tf ~ i ..s ~'tC~ t'~•"~'~.-'€,?'' . - - ~a. ■ A completed submittal checklist. . .Y '..a :G...Y~%'~., ` o-~ .Y~'(~ • . ..T`>..,t;.• j~..~iv:~M y : ' ; _ f~, .•y, r, ~ i'3'• 4 • ir • 's'w . '_,''`tv~lr• x r;~~~ ~''~~Y- Two original mylar sets of the road and drainage plans and two _ ~ . s' • . bond copies, signed by the sponsor, and starnped, signed and ?'~~.~f, ; - i.t~ i .~r`, r'' 't" ~C" '9,t`3`'3~-'.t~• ~.h i:-'` • . ,;;.z dated by the Project Engineer, John F. Saywers, P.E. ~ ■ We request an extension of the existing pavement section of 2" Class B ACP on 6" CSTC for the private roads, Shelley Lake Lane and Lane "A". , . " • : _ ■ Two copies of the Drainage report, which includes a Basin Map . . ' - - y_-, - with topographic data, proposed drainage features, basin "boundaries and Time of Concentration routes cfearly marked. The basin map bears the required Certification Statement and is stamped, signed and dated by John F. Saywers, P. E.. " ■ A letter from Fire District #1, indicating their approvai. ~ - ■ Vertical and horizontal sight distance anatyses. No easements are anticipated as a result of the analyses. s~ '.'$n:';~ ' . Y~ „j ■ An Erosion and Sediment Control plan, per the ESC Ordinance. ~Please note that the maintenance of the drainage facilities will be the ' in Id responsibility of the Shelley Lake Homeowners Association. The 3 Addition '~Fl properties are-to be annexed into the established Homeowners Association prior sprc - re~ :lantl-Si~nie • -.j' ^a+,x~',- ~Z~T.,,. , " - 4i •Y~9:•`...t : I • ,Z_ =i: ',1:~T:. F: ~p=~ = , ,i` .1%:,;~Y •:ii~: • ~E ,:r~ . l•wr. i~~ jj'' •~iY.,' •z„n : ~ ~+4 i''~y-'~1 t~ ".4-. : i'~ ~i:fA1 : i f~ , =5`•-; ~t ij.'~.:'.t . • - , • y . 4ho ~ ~ • . . . ~ ~ Shelley Lake 3"~ Addition submittal . : January 8; 2001 . . . . . . _ , . - ~ - . . - - - . ~ Page 2 . . ~ , . : to final platting. ~ ~tf you have any questions or concems regarding fhis submittal, Please. call our office at 458- ~ 6840. Thank you. . ~ Sincerely, ~ . ~ CLC ASSOCIATES INC. ; ; Susan Murphy, E.l.T. . Project Manager sm . • enc. ' cc: file , \ \ • \ x ~ \ Q .•1,D \ , ~~~~;t,. • , \ • Y rr ~ \ Vk ' l ~ h C5 \ ~ ~i~~al~~~j,S+h~ 6 \ il • / \ vJ r~Y ~'¢j ~ r`' ~w1~ / . \ Q~ J~~ ` ; ` • •~,~T / / ~ q 'l 1/ ad ' ~ \ f 1 / ~ • ~ / "0~~ ~TTAL s«t4T swau ~+JA L L'Ke. :2~A.Lo~j ~ ~ ~~Il.,a~w.,•ri,,~~ . . . , , ' . , ' ~ , ~ , ~ i• , . , ~ ' , ' ' ~ . ~ ~ ~ . • • . • ' ' . , • ~ ' . .d~ A , Y......... ..•.•..•.ir......ir.....r..~.....•...•.i••......i~.....•.....i.. ....~r~~~..r.~~..~i.~•~~~ ~i~~.r~~.~ .~.•~•.~r~.~~~.~~ 4~•...I~.~ii~.~~ . LOW. POINrt , . ~ STA..~14+11.;41 ~ . TOP OF CURB ~ . ~ N~, . ~ . EL=2042:60 I ' ' . . , . ' , . . , ' • i • . ' ' , ' ; ~ , ; , . . ' • ' , . , ' M~y/~~y, . 0 .............a. , ' • ' ~ , . VLV / t 0"00-50'....,. . . HIGH POINT STA, 18+0Z86 5Q,*o0" VC ~ , . . ~ . . . ~ . . ~i ~ . . . ~ • ~ ~ ' : ~ : . ~ ` ~ EL=2045.05 ~ ~ . . 5 ~ . ' . _ Z Q , . ~ °z ~ . ~ ~ ~ ~ • . ~ . ~ EXISTING ~ GROUND ~+0.0~15 • ' , - , ' II ~ ~ ~ ~ . M r` : ~ 0 u~ ,t . . ..0. . .m. N,.,..,,,.,.,,,.,,., ~ „ i.................. , . . , , O M ' . ~ "p„ ,000 00 p ~ ; , . • ; ~ ~ • ; _ . . ~ 0 , , r" N N N p + a d' . . ~ , ~ : . ; ~ . ~ ~ ' ~ . ~-N : . • , .,W0) aN , . poo ~ ~ , ' , ~ ~ . • , ~ ~ ~ ' . - 1 -~~l:,. ' ; . . . -PrUNQ `CI T. I,DETAIL~; ~ 10' UTILrTY.... 41:,,." PLAr 1 EASEMI~N~\80lJNDARY~ INTERSECTfON-.: , , 10 Uw V \,Ty t,v~! .r~, EASEMENT , DETAIL 3; ! •5 1 ~ % • 5 I`~,1~, ~I / 1-) I A TT' I A I I •L:n ! 1 I I V 17 " ~ ' ~ ' ~ ' ~ , }s MNr•..r••i+",t.. . w..~+n.. . ` 7 ~ / . ' ~✓r^ ~ ' ~~t`~'~ ! ~ ' f . , n~ ~y~.~~, . .0~.~ ~ / i . • ~ M •„4 r......, , . .v,~ • . ` j~ ~ . ~l~ a,ti" iY , , . UaIM l& RT DISTA*.)GE' AQ A-tu6S(S , SW-EiLL=J( U . , - . . . . ~ , , . . , . . . , , , i • • ' • Submittal 'Checklist: . . . - _ . . . for Road & Drainage Projects iu Spokane County - Plais/Short Plats This Submittal Checklist is to be completed and signed by-the Sponsor's Engineer, and inctuded with each plan submittal into the Spokane County Engineers Offtce. If this form is not fully completed and signed, do not submit-plans and calculalions to Spokane County for review and Qcceptance. Incomplete submittals wilt be = returned and will cause unnecessary delays for your client. . -0, ItQ 3 rA . A ~AALz v)1 . . . . Project Name. _ , . Spokane County ProJ'ect No. P ~E Date: 2--_2-i JO° Project Engineer: Joh r) Sn ywJ S~ pE- Phone: 4Sg g4-0 'ect S• ~ vS~ C ~ Pt Pro1 ponsor. Phone. A. 'Preliminary Process - Prior to Submittal of Road aad Drainage Plans, the following events are to have already occurred: ' (By checking each item off shown below, you are stating that you have verified these events/items have beerr completed.) ' Adoption of a Hea.ring Examiner's Report for this long plat, or a Planning Report for this short plat. ' At least one Pre-Design Meeting has been held with County staff at the Engineers Office. . ~ An "Agreement to Pay Fees" has been signed by.the -project sponsor, and submitted to the County _ Engi.neers Office. • - 0 A Charmelization Plan (e.g. signing and striping plan) of public roadway improvements, has been , coord.in.ated a.nd discussed with the County En&eers Office. 'JJ ~ A. . B. Road and Drainage Plan Submittal . The items listed below are to be provided as a minimum with a road and drainage -plan submittal. Additional information may be required to demonstrate that the plans meet:all applicable standards. . (By checkirrg "yes" for each item shown below; you are verifying that'these items hcrve•.been-completed and are ~included - in this submittal. For crny boz checked "n/aa written justification of any omissiorrs at the end of this section is required. ) - . ' . Item Description yes Road and drainage pla.ns, two print sets. (Certificatioo'statement-on. cover of plans) yes O' n/a Qne set of plans on 24 x 36" mylar media, or CAD electronic fiie ~.DWG or.DXF format ~ yes Each Plan Sheet of record is signed and dated by tlie project'sporisor, : = . . ~ . . . - `~j y'es The ioad and:drainage design :meets. the requirenients`~of'State:law; :WAC -196-27 ~rega.rding . , _ "conformity with accepted'standards";;that is,' the desigu reflects-,the."state of the~practice" for the proposed conceDt. ` - . - . . . • . . : • . yes The plans, Drairiage Report, basin map(s),. and any =other calcutations are stamped,: signed and da.ted by an engineer-licensed in.the State of Washington: ° ' . - - - , )Iq yes- 0 a/a Drainage Report, two sets: To include: basi.a map(s), time of concentration routes in basin . map, and Certification statement on cover of report and basin matD. 0 yes 'Vnia Geotechnical Report, one set. (Include all soiI test pitlboring logs,) . .0 yes V n/a Struct,ural Pavement Calculations, one set 0 yes Wri/a Cross-slope grade calculations for road Nvidening projects. - j . t - Item Description 0 yes . Q!n/a. Maintenance Manual and Sinking Fund calculations for drainage facilities located outside of _ . . : . . _ . . . . Count,y. road' right-of way. . . . . . . - . . . , . . - . . , . . yes O n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities which are located outside of ublic !Mc4ed, ri t-of-way, d that the pian is acceptable to the , cam~► Eng~~~ offi~. ~ . ~a:~e& q lo ~ t~ - O yes nIa Channelization Plan, or signing and striping inforniation- provided in the road plans.. To be : . - included -in road a.nd drainage plan seL . . 'V.yes O n/a I have read the Hearing ExNniner's Report (long plat), or Planning Dept. Findings and Conditions (short plat), for this project. The designmeets the conditions in the report. O yes @rn/a Copy of Approved Design Deviations. yes 0 n/a Fire District Approval, for private roads: .1 W i~1 r S u b m i~ a CIOP y~{~' , ~ ~j 0- yes G Y n/a Lot Plans. Required for any lots with drainage easements and whichdnt a ublic roa or `~}~e eP . for Iots which receive and treat runoff from a public ~ri~t-of-way. P ~ ~r°'~~ 0 yes ~n/a Any applicable State-and Federal pemvts have been obtai.ned. (i.e. HP:A, JARPA,- etc.). For Pernnits with conditions, a copy of the pernut and conditions are included in the plan submittal. - ~ yes 0 n/a Inspection Agreement beriveen the sponsor and its engiiieer. 52e o0c1qa U_," yes O n/a For off-site easements to be granted to. Spokane County ; the following items shall be h included: legal description, elchibit, and proof of ownership. j 0 Ive- se,,,~~ fl 7-3k, ~l yes D n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." o be included in the ' road and drainage plan set. Explanation for any items Gsted above wluch are not included in this submittal: (Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result-- in the submittal being returned without review or without acceptance. Provide attachments if necessary.) By signing below, the engineer is stating that the information provided in . the submittal is complete, that the inforniation provided in the Submittal Checklist is accurate, and the pla.ns and calculations are in accordance with the Spokane County Standards for Road 8c Sewer Construction, and the Guidelines for Stormwater . •Management, except where an approved Design Deviation allows otherwise. • • - _ Engineer's Signature: "j Dat:e: ~ ~2.1 /oc) - . , - ~ . ~ . Engineer's Name: - sajo w, S '(~lease print) . - - _ - - . . If there: are`:ariy questions about this form or appropriate procedures, please call Development Services, =-Spokane Co.unty Public Works, at (S09) 456=3600. For Spokane County Use Only _ : Subrruttal No:. County Plan Reviewer:- •.-r',' • . . . . . . ' . . . . . • 0 Accepted in for Review or Construction -0. Returned to the engineer without review and/or acceptance, See attached letter of explanation. Processing Date: . Submittal Checklist 2 Spokane County Public Works; April 29, 1998 Little, Colleen ' - From: Little, Colleen Sent: Friday, February 02, 2001 1:29 PM To: Susan Murphy (E-mail) Subject: P1750C Shelley Lake 3rd Addn Susan: As I was folding up the basin maps to put all my stuff away, I saw something that I meant to ask in my comment letter...take a look at the two basin maps you sent me...look at the basin boundaries near the cul de sac that is the furthest south. Was there some change in the topography or design that changed the limits? In the 2nd Addn, Basin B extends south beyond the cul de sac, into Lots 2 and 14 (it looks like it ended at what might be a proposed high point in the road?); in the 3rd Addn, the boundaries quit at the property or plat Iine...I realize the road configuration of Shelley Lake Road changed, thus the reworking of the two sets of basins, but this didn't really make sense. Can you clarify this in the next submittal? Thanks so much. Colleen S. Little, EIT Plan Review Engineer Spokane County Public Works Division of Engineering & Roads CLittle@spokanecounty.org (509) 477-3600 1 ~ ~ • • i= =`I ~ fir SPOMlecouvy ' Division of Engineeri.ng and Roads A Division of the Public Works Department 1026 WESt Broadway Spokane, Wash.ington 99260-0170 (509) 477-3600 (509) 477-7655 2^d F'IOOI' FaX Date: February 2, 2001 Fax No: 458-6844 To: Susan Murphy, EIT Phone No: 458-6840 Company: CLC Associates Number of Pages (including fax cover sheet): Two (2) From : Colleen Little, EIT Message: Original to follow in mail. Please call if you have questions. Thanks. ~ . , . . s .i S P O K A N E C O U N T Y • DMSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT • William A. Johns, P.E., County Engineer R~Ceive~ of ezddvreE~Gicd ONWIoo "su.hm RW - Memorandum Date: . February 2, 2001 To: Susan Murphy, EIT , Project Manager From: Colleen Uttle, EIT UUA&*-k Subject: P1750C Shelley Lake 3`d Addition The following comments are in reference to the road and drainage constructions drawings, and drainage report, submitted on ]anuary 91h, 2001. Please provide, or revise and resubmit, the following items. 1. An inspection agreement. , . Easements for the temporary ponds and drainage ditch. a. legal descript+on (how to dedicate?) b. exhibits i' - c. plat certificate The temporary ditch detail is lacking a depth and an easement width (it says,'as specified in plan,' but I can't see where). V "4,,;, The temporary ditch needs upporting calculations that demonstrate that it can carry the 50-year storm (with a 30% freeboard). .4.,-~~ ef,~M Aord If the velocity calculation indi Jte that channel protection is warra ted, then a detail and supporting calculations should be provided for the temporary drainage ditch. * "lk The available head used to analyze the inlet capac'rty should be 0.35 for Type R curb, not 0.40. It / appears that the inlet capacity may not be adequate if the correct head depth is used. Please verify. V '*,A, Is there adequate clear width at the lowest point in th road? Compare to Local Access width on Figure 37 of the Guidelines for Stormwater Management. 1 • N~. What is the mechanism by which the runoff reaches temporary Pond CD? How will the road runoff from the east side of Lane "A" and the south side of Shelley Lake Road reach the pond? V . 9. It appears that Pond A, in the 2"d Addition, does not have enough pond bottom area to meet the 208 requirements for the revised drainage basin. While +t is acceptable to use the pond sideslope area to achieve the 208 requirements, especially in a retrofit situation, note "E" at the bottom of Table 2(on page . 3 of the report) indicates that in order to achieve the necessary area, a depth of 8 inches is utilized. Was the drywell rim designed to be, and subsequently installed, 8 inches from the pond bottom? And was the cation capacity verified? Afthough we are not directed to "review" every ESC plan, we are supposed to check for a!I the applicable elements, and one question I had was whether or not you would need another rock construction entrance? If you don't propose to have any vehicles or construction equipment entering the project site from the east, then the one entrance is adequate. And, the ESC ordinance list says that at a minimum, there are 19 elements that should be on the ESC plan, and number 6) asks for a legal description. This is not critical, but I thought I would bring it to your attention. . 1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 477-3600 FAX:_(509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133 . Little, Colleen - - From: Susan Murphy [smurphy @clc-inc.com] Sent: Friday, February 02, 2001 9:54 AM To: 'Little, Colleen' Subject: RE: P1750C Shelley Lake Colleen: I'll look for the comments today then. Would you verify with Bill that the 1999 road standards, including an inspection agreement, is required - for this phase? All our notes indicate the old standards were agreed to for this phase, and the Extension of Time is for ]anuary 25, 2001 to January 24, 2002. Does that mean that the 1980 road standards apply to this project, as we indicated in our pre-design meeting? If so, does that also mean that the private inspection req't does not apply? I don't mean to be argumentative...just need to ask the question for my client..... thanks, Susan -----Original Message----- From: Little, Colleen [mailto:CLittle@spokanecounty.org] Sent: Friday, February 02, 2001 8:33 AM To: Susan Murphy (E-mail) Subject: P1750C Shelley Lake Hey you - have been so busy, I haven't had a chance to say hello. I wanted to let you know that a review letter (very short) is coming over to you, yet this morning, via fax on Shelley Lake. For the most part, I think Gloria did a very good job for her first try - good to start her out on one that was not a royal pain! I'm sure you have a copy of the new time extension that bumped you to the 1999 standards. The only thing that will really apply to this submittal (with reference to the new standards) is an inspection agreement. Other than that, the rest is more or less bookkeeping items that should be easy to fix. Give me a call if you have any questions. Thanks, Susan! Colleen S. Little, EIT Plan Review Engineer Spokane County Public Works Division of Engineering & Roads CLittle@spokanecounty.org (509) 477-3600 ~ 1 A Uttle, Colleen From: Little, Colleen Sent: Thursday, February 01, 2001 4:31 PM To: Hemmings, Bill Subject: Shelley Lake 3rd Addn P1750C There are a couple of minor things that are not addressed, or not addressed properly, that I wanted to run by you before I drafted my email/letter to Susan. There is a ditch detail for the temporary drainage ditch, but it does not give a depth, nor are their any calculations provided that would indicate that it can carry the 50 year storm, how it will be lined, nor what erosion control measures will be used. ~,~~I.Vt.)D ortu The available head depth used to check inlet capacity is 0.35 ft for Type R curb, they used 0.40; the grate inlet does not have enough capacity. They also did not check the road for the clear width requirement, and I have a feeling that as deep as it could get during the 50 year storm, they won't have enough room...they may need another inlet upstream to fix both problems. There is no mechanism shown for how the runoff gets into one of the temporary ponds...inlet...ditch...?? On the ESC plan, they do not have the buffer zone shown around the lake perimeter...isn't a lake treated like a wetland in that sense? The two temporary ponds don't have any sediment traps...should they? No erosion control measures (as I said above) are called out for the drainage ditch. And there is no legal description on ESC plan, but I have seen it missing from all of CLC's ESC plans. I will send her an email first thing Friday morning, after I hear how you think I should handle the above items. Thanks. Colleen • i OFFICE OF COUN11 SPOKANE COUNTY CpLCULATIaN SNEET Prolect Na• I ~ Title * of ~vi pescription , pate: 01,01 Sheet Colc. by Date : _ - - . ~ Checked by ~ - _ -a~~►~ ~ ~ . ~ Notes' -0--.1 r 1 - , ~ ° ~`t'r► ~ ~ ~ _ ~ ,-.o--~ ~ r---,~- ~.~._-_~i-- , a ~ .1~n~. ~ ~ ~ qC.~ ~ ~ ~•p ioy~ t~~--- ~ ~ ► ~ } ~ a~ ~ j 4wm-, r ~ ~ ~ I ~ " ~ _ y ~ 7- j ~ ~ fi ---"~q ~ r Wt,V`► J Y~~ ~ & G l,~{-~ ~ . ; ~'r° ~ ~ ~ E ~ : ► r.-.- < < . ~ ~ t , _ ~ i ~ ~ • , 1 ~ 1 -T . ~61 ~ k . ~.._.o....~ ~ ~ i---~-•-~4 j~ r----.~--' . ~ ~ ~ ~ C~ ~ Y ~ ; ► I ~ j Wo y , • ~ ~J ~ ~'j~_ ~ ' ~ ~ M ~ ~ mrl'-'•' i ~ ~ sl~~ ~ 1 ~ g t a JL ~ ~ ~ 4 ~ ~ ~ ~ ~ ► ~ ~ ~ ~ ' ~ ' j ~ ~ ► ~ • ~ ~ ~ G ~ 1 ~ ~ ~ ~ _ _ 4_ . ~ ~ ~ i t ` ~ ~ ~ ~ f ~ ~ - - 5 _ ~ ~ 1 _ -7 r y . r ~ ` . ~ ~ P 2(a•b) 1073.02 io A- 6aw 8 I I I I ~ ~ I I I I I ~ ~ ~ I I I I I F ~ ~ 6 Oer~ Wi a ~ i , ~~j HEADS UP TO 0.-4 : CURVE (o) APPL S` b HEADS AB0V . y~ ! • ' ~ E 1.4 • CURVE (b) APPLIES. HEAOS BETWEEN 0.4 AND 1.4 : TRANSITIO, ~ ECTOR AND OPERATION IS INDEFINITE. ~ ooo~ . 1.0 I ~ G~ ~ - I I I I I ~ ~p .8 I I I I ~ ~ ~ • ~ ~ ' ~ , Q Q/A=5.37H%2 - ~ ~ 0000 ~ w 0/ P= 3.0 H3/2 2 ' I I I ~ I I I ~ - I . ~ I I I I ( I r ~ oi x u ~ a 0.1 .2 ,3 ,4 5 .6 7 .8 .9 1.0 2 3 4 S 6 1 8 9 10 20 . DISCHARGE PER FOOT OF PERt ETER (p/P) CHARGE PER FOOT OF AREA (Q/A) - 1•3~ • .~Ic~/~- 4.~1~-~- ~.02 ( '~f+~Q~l~- ~•12c~s ( X ~ CAPACITY OF GRATE INLET IN SUMP BUREAU OF PUBLIC ROADS WATER PONDEO ON GRATE OIVISION TWO WASH., D.C. ~b ~ ~ . IGURE a ~ a~ 6- 36 v~j a - r , ESC Plan Checklist Project # ~ 1-75D 94 Project Name ~01) Yes No N/A Minor Land-disturbing Activity (<5000 SF new impervious or < one acre disturbed area) Major Land-disturbing Activity (>=5000 SF new impervious or one acre disturbed area) ✓ Title Block Name of Property Owner ✓ Name of Permit Applicant ✓ Name of Contact Person ✓ Pr POO person preparing the ESC Plan ✓ Professional Seal (for major la.nd-disturbing activities) ✓ ~ Description of Project ✓ Description of ESC measures ✓ Description of existing vegetation Location of existing water bodies V Date plan was prepared . ✓ Scale of Drawing ✓ North Arrow N0 ✓ Property Boundary & dimensions ~ ~ Vicinity Map List of on-site soils 1i fCertification statement ("meets the ESC plan requirements as listed in ~ c pter 4.5 of the GSM')~ Construction Access Route ~*ancc Or1 t- (Waso Stabilize Disturbed Areas . ✓ Protect Adjacent Propcrties/Water Bodies/Public & Private Roads 5;4 CQ e~-- ✓ Protect dra.inage inlets 11,;rW ale {,Z Address increased site runo QI'1~ - Designate Concrete Truc ffcatiion ✓ Designate material stockpile location; provide ESC ✓ Address maintenance of tem ora y mew cWcs zr-,wufic , v teraVur 3o~s - a si ~Fe s4a6) 1 i~~")'4 ✓ bewater Construction Site ~ Control other polluta.nts ~~la y l~~t~fC~ k6t POdn P/750 1999 Road Standard Checklist: ~ road section specifications ~ curb types lbQe Z Por sidewalk requirements not r t. ~ Are separated sidewalks within a order easement? (see page 14)n,ki... I Are fences and other obstructions outside border easements? (see page 14) C1 ct,,, ~ , tV. Check minimum distance between intersections (page 13). IS0~✓ o9!' Check r h landin able 3.04, page 14) -D°10t--7 j4PlOU.Ci ) 25' V/ I t3 p • ec Me folowing a'"'tr ~ria s re design elements (Table 3.01, page 16-17) . design speed b. rizontal curve rad' c. sup evation cr s slope d. grade e. stopping istance f. interse ion sigh 'stance g. ve ' al curves . crest 2. sag iZ. Check the following access street desi ~ lements (Table 3.03, page 20-21) . desi n s eed 2.( m 1'1 ~ 1~ 9 P Q Or- horizontal curve radius 1100 1 ✓ ~e!' superelevation rateN~;n 0 •cJ~o W. grade mot,-I 20l v I ~ ~e! stopping sight distance ✓ 12,0 f. intersection sight distanceso plopo, MD (a.) Lgw--vertical curves sokr crest 10 ! ✓ t.2- sa t ✓ i intersection turn radii ?j0 1 p.1- ~ O~ ~ - ~ tklo.'o Is the ROW width correct? (see Tables 3.02 and 3.03, pages 18-21) A4!Check clear zone (page 23). 2' ba..C,1G 0~ Cu-,(Ip AxY, g U5!Check road surfacing requirements and minimum section thickness (page 23-24). a" Cor,,~.r sac re uirements (-'~1GL. &CrBC . fence relocations r~- CAL, V' Do road names follow standard designations? (page 10.) ~e& Notes: ~ . a ~oadway classifcations are determined in Hearing Examiner's Conditions (page has definitions). r ain classifications are typically determined in Hearing Examiner's Conditions 4er (page 12 has definitions). mtYLs- DpUO ~,I,0IC.~ ~ Specific to sub-divisions: FON 2. i 1~ - - - , _ ~ • . C C - - - M Atlltlab a1 CWatNO laM Canuimh.lnn ~ , 707 W. 7" Aue., ste. 2ao R E C E I VE D Spokane, WA 99204 (509) 458-6840 January 9, 2001 JAN 0 9 2001 ~~(509) 458-68~ Fax CLC #S000095 r Spokane, wA - Denuer, CO SPOKANE COUNTY ENGINEER Spokane County Engineers Engineering Development Services 1 1026 W. Broadway Ave. Spokane, WA 99260-0170 I.' G 1 Attn: Bill Hemmings, P.E. ~Re: Shelley Lake 3rd Addition (PE-1750-94) Street and Storm Drainage submittal - Dear Bill: } . The following items have been included in the submittal package presented for F~Your review and accePtance of the above referenced ProJ'ect: y < ' ■ A completed submittal checklist. ~ ■ Two ori9inal mY1ar sets of the road and draina9e Plans and two bond copies, signed by the sponsor, and stamped, signed and ~ dated by the Project Engineer, John F. Saywers, P.E.. ■ We request an extension of the existing pavement section of 2" Class B ACP on 6" CSTC for the private roads, Shelley Lake Lane and Lane "A". yt ; y'=:,~. ■ Two copies of the Drainage report, which includes a Basin Map ' with topographic data, proposed drainage features, basin boundaries and Time of Concentration routes clearly marked. The , ; basin maP bears the required Certification Statement and is ry~ stamped, signed and dated by John F. Saywers, P.E.. i. ■ .-~A letter from Fire District #1, indicating their approval. I~~ ~ Y~ ■ Vertical and horizontal sight distance analyses. No easements are anticipate d as a resu lt o f t he ana lyses. An Erosion and Sediment Control plan, per the ESC Ordinance. ~ i , Please note that the maintenance of the drainage facilities will be the ; Planning ~d ~ responsibility of the Shelley Lake Homeowners Association. The 3 Addition Engineering properties are to be annexed into the established Homeowners Association prior , Architecture I Landscape Architecture ; Land Surveying t~ ~ ti . ~ Shelley Lake 3rd Addition submittal January 8, 2001 Page 2 to final platting. If you have any questions or concerns regarding this submittal, please call our office at 458- 6840. Thank you. Sincerely, CLC ASSOCIATES INC. a.GC-., Susan Murphy, E.I.T. Project Manager sm enc. cc: file . ' . RECEIVED - JAN 0 9 2001 - . Submittal Checklist for Road & Drainage Projects in Spokane County - Plats/Short Piaos E COUNTY ENGINEER This Submittal Checklist is to be completed and signed by the Sponsor's Engineer, and included with each plan submittal into the Spokane Counry Engineers Office. If this form is not fully completed and signed, do not submit plans and calculations to Spokane Counry for review and acceptance. Incomplete submittals witl be - returned and will cause unnecessary delays for your client. I~e (14e, Project Name: . 14-t- I 77,15D - 94 Spokane County Project No. Date: _ Project Engineer. Phone. Project Sponsor. Phone. 467 212-3 A. Preliminary Process Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred: - (By checking each item ofJ''shown below, you are statirrg that you have verified these events/items have been completed.) ' r , LAK_I Adoption of a Hearing Examiner's Report for this long plat, or a Planninp Report for this short plat. At least one Pre-Design Meeting has been held with County staff at the Engineers Office. aK An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County Engi.neers Office. - ❑ A Channelization Plan (e.g. signing and striping plan) of public roadway improvements, has been . coordinated and discussed with the County Engineers Office. /V114 B. Road and Drainage Plan Submittal The items listed below are to be provided as a minirnum with a road and drainage plan submittal. Additional information may be required to demonstrate that the plans meet all applicable standards. (By checking "yes"for each item showrr below, you are veriJying that these items have been completed and are irrcluded in this submittal. For any box checked "rr/aa written justification oJ any omissions at the end oj this section is required) Item Description vyes Road and drainage plans, two print sets. (Certification statement on cover of plans) . Vyes 0- n/a One set of plans on 24" x 36" mylar media, or CAD electronic file -.DWG or.DXF format ~yes Each Plan Sheet of record is signed and dated by the project sponsor. LQo,"y'es The road and drainage design meets the requirements of State law, WAC 196-27 regarding -"confornuty with accepted standards"; that is, the design reflects the "state of ihe practice" foc the proposed concept. Lp,,'yes T'he plans, Drainage Report, basin map(s), and any other calculations are stamped, signed „ and dated by an enoeer licensed in the State of Washinpton. L12r"'yes 0 n/a Drainage Report, two sets. To include: basin map(s), time of conceotration routes in basin map, and Certification statement on cover of report and basin map. ~-0 yes LO"n/a Geotechnical Report, one set. (Include all soil test pitlboring logs.) . ~ 4--.• 0 yes 1,0'n/a Structural Pavement=Catculations, one set 0 yes LB'~a Cross-slope grade calculations for road widening projects. ~ RECElVED . JAN 0 9 2001 , Item Description ~ ' 0 yes ~n/a Maintenance Manual and Sinking Fund calculations for drainage facilitiesloca1~~ ted outsi - County road right-of-way. 0""yes -O n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities which are located outside of -public road right-of-way, and that the plan is acceptable to the County Engineers Office. ~S&E i¢rTi46WE.0 G6~6FV Z-&-. //4EAv 0 yes Q--~n/a Channelization Plan, or signing and striping information provided in the road plans. To be . included in road and drainne plan set. _ V~Yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and Cond.itions (short plat), for this project. The design meets the conditions in the report. ❑ yes 2-~a Copy of Approved Design Deviations. . ,,2"yes 0 n/a Fire District Approval, for private roads. 0 yes ,12n/a Lot Plans. Required for any lots with drainage easements and which front a public road, or for lots which receive and treat runoff from a public right-of-way. ~ 0 yes ,R'n/a Any applicabie State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For Permits with conditions, a copy of the permit and conditions are included in the plan submittal. 0 yes 20'in/a Inspection Agreement between the sponsor and its engineer. s r-5 ' D yes Woi/a For off-site easements to be granted to Spokane County, the following items shall be , included: tegal descriptioq exhibit, and proof of ownership. ~yes 0 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in the road and drainage plan set. . Explanation for any items listed above which are not included in this submittal: ) - (Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result in the submittal being returned without review or without acceptance. Provide attachments if necessary.) By signing below, the engineer is stating that the information provided in the submittal is complete, that the information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance with - . the Spokane County Standards for Road & Sewer Construction, and the Gtcidelines for Stormwater - Management, except where. proved Design Deviation allows otherwise. Engine.er's Signature: Daie: 00 l Engineer's Name: (please print) - If there are any questions about this form or appropriate procedures, please call Development Services, Spokane County Public Workr, at (509) 456-3600. . For Spokane County Use Only . Submittal No: ~ County Plan Reviewer: i4e, ~ Accepted in for Review or Construction Returned to the engineer.without review and/or acceptance, See attached letter of explanation. Processing Date: Janwa-rIT ~,(~Q . Submittal Checklist 2 Spokane County Public Works; Apri129, 1998 L- . %~.1 wf n . • . ~ %'y'.'~v ~ ( , ~ `4 ~`~°'\J j! t~ ' r(~ " r . '-•~."h ~ ~ ! ` ~x y ~ f ~ / . ~ ~ / t~p92'4~ / t,b / ~ ~ ~ / <<6 ~ ~ ~ . o ~ o f ~(10 v ~ / - / . r19 / . , i ~ ~~rf_ i , v....~.~.........:: . v „ • ~r . .1 ~ / ~ NV i . AAi ` • 3038 • " , j ' J r ~ .1.~ . ti . 'IIdl3a 1N3W3Sd3 , ~ Alliilfl O l : . 44 f p - _ _ . . . ~ _ ' . (.N~ ~ ' . ~ • ~ ' ' ~ , • • ~ ~ ~ ~ - ' ' ~ ' . • , _ )0, (INOd 47±85 - ~ - . . . . ....._r...,~, .i ~ - ~ ~ ~ ~ . - 2044.94 I.......... .o....... y::.:..._..........:.......----------:--~ . ~ ' .r 1 •1 8+~ o=P V) ~ ~ . . 5.03 2045.23- - ° ~ ~ - 2045.1 . ro •5 ~1~~ v~ ' t~4 ,~,,t v~~n. • 7 • j~ ^ . , ~ . t { anv. ' • I \ J 18+:35 ~ . . . ~ . . . - . . . .20 44. 71 . : - ~ - ~ - j • - If " ' ► ' ~ ~ j . . ~ ~ ',ti,s) ; •:..u g . ` ~ `y_- . . ~•,E . ~'t{ .w{~r. ~w.v✓.'~. . era.o ~ ~ ~ ti ~ ! . ' - ~ ' . ' ~ . . . . ~ ~ M'JJ W~ t~~• , Ii:'i v.tV.M ~ ~ • ~ ~ f ~r;.:l:J.~.~.~IAw.::•Ni~ O - ~ ci ' _ ~ . . dI .d END ~PAVEMENT~ ,r3....... -1-9fi05:54.__ . . _ i . Sr^ ~'PLAT BOUNDARY ' . ~ ~ . . ~ ! ` ~ . . . . = ~ . :30 . . ~ 2043.2-5 ' . ~;f . . . . . . . ~ - . , . h.,.. : : . _ . f . . . _ : . : . : : . _ . . . - ~ ~ , _ . ~ -'4`aE~.z' . . Q . ' . • . _ -i,:~-~=X_..~. . ~ , • . . - • • n'~''^ 3f~` - w ~ C~`) "1't ► . . . . w . ~w . ~ 12/19/00 09:36 FAX 509 458 6844 CLC Associatea, Inc. ~j001 • . . x~.: • . . . - ~ . . _ . . t' ~ - ~ ' _'..._.....i' ' . . ..i " ' ' i:. r . . A.C. :i~::':~~C-- : : ::::.::e.'•~: . . . . ~ - : _ ' . . ~:~:~:~~`;::~►~~s~~v`~e:~~~:t:~:s:::X::::::`.::.':;'::::::: :iar - .:......,st.. .i:S..... .?Q4~:~:f5:Q9):458~'rB..Q~:'.::::::~;~::~= - . . . . . . . . ~d~::::=:.:: ~~~.:~5:~~4:: ~i . . . . . . . . . ~ ~ :::.::(:;/::•:::J~:::J~Q~:::~::=::: ':~~~~~:::~:~:~~~~Y~~!!n/:~l.f.S:t~M.}/•~~~~1!~~:~.:..:'::~:.::::::::: ~ FAX TRANSMITTAL DATE: PAiSES: INCLUDINC COVERSHEET - . . • - - _ . , . . TO: A~ : . . : . 1..... ~ COMPANY: PI~UNE: ..,.,...~..,..,.X..~~..~ V,..>. ,N...... A. _ . .......~....:.~,...~.~.:v ,,..,.~~>,_,~..v,m_:, L~f ~ ~Pl~?~.,~.,,....,,..~..::.~v....... fRQM: PROJECT ' ORICIIVAL IN MAIL: OYES 0&0 ~ IVQTES: ~ ~ ~ ~~►,e.~ ~ ~ ~ ~ ~ ► i ~ ~ . v ~ ~ - ; ~ . Conrdentialitv Nolice ' ; • This document(s) accompanying tfiis fax transmission cantain(s) infortnatlon, which is cont~denttal 1and privileged. This informatbn is intended to be tor the individual or enti'ty spt forth above. !f you are not th8 irttertided reapieM, plEase be aware that atty dioclasure, copying, distrbutlon or use ot ihe conterrts ot this infomeation is prohibited. Thank yau. ~ . oaaa~..ac.~r.nu~ara.r.ye~. a~c.me DFC-19-2000 09=3'7 509 458 6844 95% P.01 , . , . . . , , • , • , • , , . . . ~ . ' • • . , :'s~'',~~;; . . , . , ' . . ~ . . ~ ~ • . ~ , • • ~ . . • , N~ , ~ • , ~ . . . . , ' . m ~ ~w . . . . . , . ;.~cL~~...~ .iyy-.iw~.,n~vn~~Tq;`'SP4SNlrnn•~iy!'.. . . , ~ ' • . . . , LL O • . ~ ~ ' • ~ 10' UTILITY ~ 30' PRIUA7E ROAA EASEMENT ~ 10' UTIUTY , I £ASEMENT EASEMENT I 'v 15' ~ 15' I i . I 2' ~ t.' PAYED WIRTH 13' PAVED MDTN , 20 ~ ~ ! I ~ _ . . . . .1, _ . ~ .=C--WkuT€ _ .~.~.s~~ . ~ . . . . ► _ . . ~ PAlNT STR1PE 2% 2' 1 29 co It . T1 6, 2" CLASS "8" ASPHALT CONCRETE CONTAINING ~q~- ~ ~6' .5 3/4% TO 6 1/4% ASPH A{,T ON 6" CRUSHED WiDE- ROCK TOP COURSE IN ACCOROANCE WITH WSD07 ~ PEDESTRIAN SpECIFICATIONS. ~ WALKWAY ~ . • 4C ~RL CR-O~SS ~S~C~ , SHELLEY : -L-A#C~E ~ tANE . . ~ . . . . go CD 1~":~~ . . . ~ . , ' . •~,;r._.~l'. _ ~ ~ . . • ' • O ~i;!"• ~ ' ~ ' ' ~ ~ , • ~ ~ ;t"%~ ' , ' ' , . , , ~ " , • • . . ~ ~ ~ ~ . ~ ' ' ~ • , ~ . , • •~~9~~' , Y ~ • • , • - • ~ . • I , , ' , ~ ~ 1~~~g.. ~t ' ' ~ . ~i „ ~~„i ~ ~ ~ • . 0 ' : ; . ; . , ~ 1 ` • ' f, ~ . ' . ' ~ ~ ~1 . ~ . . , ~ .I• • ~ , ~ V' N ' , , , , ` ' ' U ~ ' • , ~ . . • ,~1,'I.• ~ . ~ W . i . , n Pre-Design Meeting Notes Spokane County Engineers Office Project Name: 3ha& Lue W~l ~&Utioo Project Number: , Project Sponsor: a dorlOU-V_. ~(Aec+Ma--i'1 ~Ir. Sponsor's Engineer: Design Firm: CI.C 6SSOGIGZ.t,eS Engineer: SUSGLn kt"Iai0" Meeting Date: Meeting Time: 2= OO p m County Staff Present at Meeting: NW-een 6-Re, Other Meeting Attendees: P)i 11 4inn m i(~c, name/representivg name/represenling S tiD-an (Y1 (A.r p`) u name/representing ~ -J name/representing The Following Items need to be Discussed w/ the Design Engioeer General Items la. List certain special requirements listed in the Conditions of Approval, EIS, or MDNS. This is not an all-inclusive list. The Engineer and Sponsor is responsible for adhering to all Conditions and design criteria. 9 ~ I~ YVi c'q0=_,(lCIOUC&S ~2-9 desciiption reference 6SC Na.n . (E• c t3s description reference description reference description reference lb. Does the Engineer have a copy of the Examiner's/Staff Conditions of Approval? ~ILS 2. Include Standard Plan notes in the Road and Drainage Plans. Pre-Design Meeting Notes for 1'roject: Page: 2 Spokane County Public Works Road Plans 1. Road Classifications and Design Criteria. #l #2 #3 #4 Street Name 2."T1' r1 . . ......::::..............~u.~.............. Classification ...X.....`.t......................................... Roadway. Width, W ~j~ ~~p' 50 ~ ✓ I . Minimum right-of-way width ~ see note (1) '~jQ j ✓ y~ ~ 30' Min. Horiz. Curve w/ super ~ ~ Min. Horiz. Curve w/o super j50 r 5Ql ✓ General Land Slope/Terrain Q,~ ✓ , Design Speed, mph 20 210 T Q, ~ ::~Y::........_..... . Curb Type & Clear Zone ~,e,~ (scc Sec. 3.15) -4-~ . 's.. . . _.......................................................:Y~................................................... Sidewalk required? (yes/no) riO 1'10 Note (1) Additional right-of-way may be given by the Sponsor. Discussion: PU'(Y1.-t Seck~ 0 r1 21W01' ;C"\GZh+ 6'~S~O'1c-e 0,01; i S c~,,azV teA • 2. According to the Design Engineer, what is the maximum number of units which will have access from a single roadway? M~GL.. . What is the max. allowed per Sec.1.03? 3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04), and 150' for a Collector or Local Access street. What spacing is provided for this project? ~-(G~. Pre-Dcsign Meeting Notes for Project: Page: 3 Spokane County Public Works 4. Are any off-site s~e easements needed, or off-site right-of-way acquisitions needed? If so, describe. S- TLX tielm Pt'CC d.'~A f1oLA.P, CU'~ &Qe i-~ ~ ~ 5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.) Street Name Turn-around Type Location ~ 6. Road Surfacing Requirements (Sec. 3.16) a) What method in determining road surfacing requirements does the Design Engineer propose to use (i.e. AASHTO Design Method, County thickness table, or other)? (Y1R,tf 1 ~6 b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format & Alternate Pavement Design Table. 7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below. Please note that approval of all Design Deviation's must be obtained prior to construction plan submittal. oY1-e_ &avCc,PG)UfCL- Storm Drainage 1. Basin Map a) Did the Design Engineer bring to the meeting a basin map? V.P S. If so, does the basin map show topography and sufficient information to be useful? b) Does the basin map depict any contributing off-site runoff flowing onto the property? -yes Does it appear to be correct? ~-2r-J. If not, explain. Y1,~GL, c) Is a site visit needed to verify the basin limits? h4 Schedule for: YL(GL- . {Note: Concwrence,"ith County Engi.neer's on basin limits is reyuired prior to plan submittal. } 2. Is the site located within the Aquifer Sensitive Area (ASA)? U1if5 NVhat type of water quality treatment is proposed by the Design Engine? i, " Pre-Design Meeting Notes for Project: Page: 4 Spokane County Public Works 3. What subsurface investigations, if any, are needed with this project to make sure the proposed disposal process will function as planned. f l.oY)c 4. Are there downstream conditions which will affect the design of drainage facilities. If so describe possible mitigative measures. 9 0 5. Is maintenance access provided to each GPA swale or drainage pond? If there is something unusual, what requirements were given to the Design Engr.? i 6. What does the Developer/Engr. propose for providing for perpetual maintenance of the drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this. 4DA - 3Y~ P~-~.;~.,-~i c c~ be-, ana-e~~ ~ 0 -~o e\(66'6 '`\5 S1n~~ta'A LOL'K e, "DA . 7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr,_etc.). 7b. Is a Detention or Retention system proposed? Please describe. ~i5td (t"W-eLl 8. Are Erosion Control Measures required with this project? Tf so, briefly describe applicable requirements. iAeSS ~x~SC OrCd,kC\OL.rtC-e, 0 9. Is a second Pre-Design Meeting needed? . • • - Pre-Design Meeting Notes for Project: Page: 5 Spokane County Public Works List of Documents Provided to the Sponsor's Engineer: a) fjODl t'1 MGLO . b) pn"~ra,-c)e, rOod~ Wss -sec~KZ~,n c) ~fezm~ -40 Pam ~'~ees d) e) Any easements needed outside of the plat houndary, for drairrage or other, are tv be acquired pyror to road and drainage plan submittal. The Sponsor ar Sponsor's E, ngineer shall provid.e separately a legal description and Title Commitment (ur similar proof of ownership) of lhe affected parcel.(~) for proposed easements. I'he Submittal Checklist, completed and signed by the S'pon.sor's Engineer, shall be provided with each plan submittal. Note: Provide a copy of this completerl rlocument to the Design Engineer at tlle end of the pre- design meeting. filename: PreDesign meeting • . ~ . ~ ' . ~ ' ~ .1~•~ ~ • ' , . J • ~ ~ . r{,1~~~~ • , . t . . . ~ ~ i.~.. i.~ wNr~la~ ~ 11+i, • • 1~,, . r • 1 . ' ' ~ . . ^ ~ . . •Y' ~ ^~T.nt%(n41hl~n~•w~ . . . . . A r lL ~ ~ . ! 10' U7ILITY i 30" PRIVATE ROAD EASEMENT i 10' UTlLITY ~ EASEMENT EASEMENT ( . m I ~ . . . ~ . . I ~ 15' 2' , 1.3' PAVED WIflTH ' 13' PAVED WI~DT+i 2' _ .a.. . . . . . . ..I.. _ . ; _ 4." D~=-~Nkfl x€ _ . 14►1 ~ . . . . . . . TY~E. .,'R'. . GlIkB 4 PAINT STRIPE I ..i. ~A~;_ . _ . 2% 2% ~ 2% 6 n ~ . 2 CLASS "9n ASPNALT CONCRETE CONTAINING R;1f ~ ~1 5 3/47; TO 6 1/4% ASPNAi.T ON 6 CRlJSHEp co -6' WfDE ROCK TOP COURSE lN AGCORDAPICE WITH WSD07 ~ PEDESTRIAN SpECIFICATIONS. WALKWAY Lr) !Y~"L CROSS -SECTION. . ,SH'ELLET. tAKE "LANE . . ~ , , . ~f;i;;. . „ ; _ . , . , . . , ~ .i,, _ . . . . . ' • • , . . 3;: ~ • • , ' ' : ~ f;, . . • ' ' . . • . ' . , : ' . W ~t~" ' ' . . , , ' ' " ; : . , , . • ~ ' „ ' , . , ~ . : : , . • . . . . ' , , ; , ;;i: ~ ~ . , . ; m . . . , . _ . , . ' . , . , • . . ' • . . • • ~ ' G •f: ' • , ~ . ' • ~ , ' ' l9 U . " . ~ . ' . • ~ • ' • . A . , ' . ' , . ' • , . , Pf7SO wenmg Endnearbip,lucMe.ewra l...wcnftoetur., uM 5unq4m CLC ASSOCIATES, INC. RECEIVED SPOKANE, WA • DENVER, CO DEC 1 1 2000 SPOKANE COUNTti ENGINEER TO: O ~ • : ~ . , . ; « . r~(~.rylr~~ * T~.,~~',;~'j ? . • 1~~~. • " ~ " " r<. , ' `i , • "K ` ~ ~ ~ ~s~ t " _ r, r ~ wY •-T . Y ";.s+.,. ,~'~a NO', I\1A`~1/~E~- ~ y A ~ i"'-~'.f .~~r " 3-s' *t`• ATTENTION: k3 ~'~`3,•• i' v;j't4 ~i~•'~`n`'d .Q ti ;'c ~L . a,,,j~~ ~'i.~i~~~C'}.'~r_.i:~~ i ~few~ • , Description M~ Xerox Prints M~ Copy of Letter M~ M~ Original Drawing M~ Contract Documents M~ M~ Work Authorization M~ Report M~ No. Copies Description / s Purpose MI Information M~ Review & Comments EaPer Your Request I I Written Approval M~ Signature & Return M~ Remarks L,~ L~-~- • - ~ \ v RECELVED D E-C 177~ SPOKANE COUNTY ENGINEER Signed: cc: 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fa3c: (509) 458-6844 ~ 9, ECEIVED q102 E C 11 2000 • SPOKANE COUNTy ENG(NEER , Pre-Design Meeting Notes Spokane County Engineers Office T~~ _ , Project Name:' Project Number:.~-/ ~ ~ Project Sponsor: Sponsor's Engineer: Design , Firm: Engineer: Meeting Date: Meeting Time: County Staff Present at Meeting: Other Meeting Attendees: ~ ~ name/representing name/representing name/representing name/representing The Following Items need to be Discussed w/ the Design Engineer General Items la. List certain special requirements listed in the Conditions of Approval, EIS, or MDNS. This is not an all-inclusive 'lrst. The Engineer and Sponsor is responsible for adhering to all Conditions and design criteria. 10 16 S • : C-'_ zy description reference . . _ ~ ~1fiJ~~1'' - ~ ( iZ~ j p L . G . ~ ~ description ~.4j, t.q ieference . c.. description reference description reference lb. Does the Engineer have a copy of the Examiner's/Staff Conditions of Approval? 2. Include Standard Plan notes in the Road and Drainage Plans. r~ z ~ Pre-Design Meeting Notes for Project: Page: 2 " Spokane County Public Works Road Plans 1. Road Classifications and Design Criteria. _ # 1 #2 #3 i 94 - Street Name LL- Classification Roadway Width, W a= Minimum right-of-way width see note (1) Min. Horiz. Curve w/ super if ~ ~ Min. Horiz. Curve w/o super 4l o E General Land Slope/Terrain Design Speed, mph ~ ~ , Curb Type & Clear Zone (see Sec. 3.15) . ; ~.,c)J c.. ► . Sidewalk required? (yes/no) I N3r~L- :iz," f; L Q=W Note (1) Additional right-of-way may be given by the Sponsor. Discussion: - - • ~ According to the Design Engineer, what is the maximum number of units which will have ' access from a single roadway? Ot-- . What is the max. allowed per Sec.1.03? . v~~~~ 3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04), and 150' for a Collector or Local Access street. What spacing is provided for this project? Pre-Design Meeting Notes for Project: Page: 3 Spokane County Public Works 4. Are any off-site slope easements needed, or off-site right-of-way acquisitions needed? If so, describe. ~1.~•. . .~4~~, 5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.) Street Name ~ Turn-around Type ~ Location t ~ . j i ~ , .6_ Road Surfacing- Requirements (Sec. 3.16) a) What method in determining road surfacing requirements does the Design Engineer propose to use (i.e. AASHTO Design Method, County thickness table, or other)?~?~.4 b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format & Alternate Pavement Design Table. 7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below. Please note that approval of all Design Deviation's must be obtained prior to construction. plan submittal. ~ 1-0 - O ~SSt ~L,c` ~02 / ~C'~. Storm Drainage L La~ 1. Basin Map a) Did the Design Engineer bring to the meeting a basin map? `77If so, does the basin map show topography and sufficient information to be useful? 1;-~ 5 r-- . b) Does the basin map depict any contributing off-site runoff flowing onto the property? 4-~SDoes it appear to be correct?1-R_-i). If not, explain. c) Is a site visit needed to verify the basin limits? Schedule for: . {Note: Concurrence with County Engineer's on basin limits is required prior to plan submittal. } 2. Is the site located within the Aquifer Sensitive Area (ASA)? L'CV.~ . What type of water quality treatment is proposed by the Design Engineer? . . . . Pre-Design Meeting Notes for Project: Page: 4 Spokane County Public Works 3. What subsurface investigations, if any, are needed with this project to make sure the proposed disposal process will function as planned. s,; ~ ~i~ • <~~G-5 ( 7'~ ~ 4. Are there downstream conditions which will affect the design of drainage facilities. If so describe possible mitigative measures. 5. Is maintenance access provided to each GPA swale or drainage pond? If there is something unusual, what requirements were given to the Design Engr.? , 6_ What does the Developer/Engr. propose for providing for perpetual maintenance of the drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this. ~~jc /'✓c ~~v/~1~~-S ~...5~ ~ c. . . , . , 7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.). % F~ ~ - ~7N~ r _ 7b. Is a Detention or Retention system proposed? Please describe. 8. Are Erosion Control Measures required with this project? If so, briefly describe applicable . requirements. 9. Is a second Pre-Design Meeting needed? ./t~ . . , ~ Pre-Design Meeting Notes for Project: Page: 5 Spokane County Public Works ' List of Documents Provided to the Sponsor's Engineer: . a) b) c) d) e) Any easements needed outside of the plat boundary, foY drainage or other, are to be acquired prior to roatl and drainage plan submittal. The Sponsor or Sponsor's Engineer shall provide separately a legal description and Title Commitment (or similar proof of ownership) of the affected parcel(s) for proposed easements. . The Submittal Checklist, completed and signed by the Sponsor's Engineer, shall be provided with each plan submittal. Note: Provide a copy of this completed document to the Design Engineer at the end of the pre- design yneeting. ' _ 5 . . . _ . r, filcname:PreDesign meeting SPOKANE COUNTY nFFICE OF COUNTY ENGINEERS CALCULATION SHEET Description: ~~417PS Project Na: 17J O G Calc. by: cc. Date: y 130 12001 Title: SbP,l le~La k~ ~r d AdditiorL Checked by : Date : Sheet 1 of 3 Notes : 3 - ; - - - - EF `f~` v~G ` ~.S m ~E ~ , c~tb ' ~ ~ _4._ T ~ _ ~x , a _ ~ ~ , ~ ~ ► ~__j : * ~ , ~ ! ~ ~ ~ ► ~ ~ ~ _I I -----t~._..~ r#~ - w ' i I ~ , ~ ~ . ~ ~ ~a ~ ~ ~ 4" ~ ~ ~ ; T~ ± ~r r vo ih ck co) I Ix i ~ ~ E. ► ~ ~ ) 1 i~ ~ ' ~ ~ ~ ~'0 > ~ ~ 1 ~,1 P4LJ ~ ' ~ a a v~a~~~l~l►~ ~n' 2~I > ~ ' ► ~-4 ~ ~ ~ it- ~l- era 2~.~t ~ I ~ G " x 1 I~/`i~/ti.~i ~ ~ ~ ~r~ ~ a~ 17~ Li 1_j (~I I ~ ! 1..~ I t=: - C 12, -t ,35 h ' ~ ' • 94 ~ ; r--~ ~ " ~ • a.-~~I .~_I ~I~ ' . _ . , O ` ~ • i~ M „ L 1~ , C . T T10N S~EET NTY ALCULA prolgct N°-: L~--~~` 3 . SPflKANE ~4V -ritle of yj~,p~fJ1 _ Sheet . ;Ption: ~ r,[, pate 21 °e .scrtyy: ~IG ~ ~kea bY No gs ~ y r.• a ~4 _ - ~ i ~ ' ~ ~ Cl•y~ j~• l. ~00 t q E7 x ~ °~0 a ..e- ` t , Ft ~ ` y J~ t ~ ~ r , ~ Y ~ • r ~ i ~ ~ p , ~9 ~ a • ~ ' i s ` `y _ t ~j~'• 1ltr.-~~ ~ ~.~.~---'~~y ~ Y- _ . ' • A -i_ ` n . ~ ~ } - ~ ~ 1 - ~ ~ I ~ , ~ . ~ - - f~ k _ IL-2 ` _ ~ - i ~ OFF~~~ _ SHEET ,~~~a~ GouNTv GALC pro~e of ~PQKaNE _ '~itte ~ ~ 9 p ~'1~15 Q Sheet pate : i pescriPtion: ~o te ~ py • . _ ~ ~ - ~ ~ ~ CheGked by Notes ' ~ 002- ro~~ ~ ri _ . ~ _ s - ~ ~ ~ ~ ~t 1 ✓ ~ ~ t ~ F ~ c t ; A ~ ~ _<r..~-1'- ~ • ~ r ~ t 4 ~ ti d ~ ~ ~ ~ ~ ~ ~ ~ 1 y, i ~ J., ~ ~ ~ ~6 _ • t ` } - . ° ~e , y a p ~1 , u e t , ~ - _ a ~ e a_,~. ~ ~ t ~ ~ 1 ~ . _ ~ ~ ~ k ~ n 9 ~ tY' _ ~ `5 , i ~'r.+' ~~-~y-•_ - ~ ~~x - - - . . . - _ . TRANSNATION E'IT~:,:~ INSURANCE COMPANY NORTH 72 .9 ARGONNE S POKANE , WASH INGTON 99212 Prepared for: Order No.: SH-238717 CLC ASSOCIAT$S. Charge: $175.00 ATTN: PATRICK MOORE Tax: $14.18 707 W. 7TH AVENUE - STE. 200 Total: $189.18 cc: Landmark Builders/Heitman P L A T C E R T I F I C A T E Certificate for filing Plat of : SHELLEY LAKE 3RD In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: See Legal Description RECE~~ SPO~ Coo Ap R 16 2ttl NNING 1VISIDN OF PLA D . , ~ . I Page 1 of 4 I I I ~ Order No. SH-238717 ' LEGAL DESCRIPTION That portion of Section 24, Township 25 North, Range 44 East, W.M., described as follows: BEGINNING at the Southeast corner of Lot 7 in Block 2 of SHELLEY LAKE SECOND ADDITION as per plat thereof recorded in Volume 25 of Plats, Pages 93 and 94 in the Auditor' s Of f ice of said county; thence North 00046103" East, along the East line of Lot 7 and Tract "A" of said plat, a distance of 201.49 feet with ~ts intersection of the 4rdinary High Water Line, elevation 2009.1 (NGVD) of Shelley Lake as established by Mr. Doug Pineo, Washington State Department of Ecology of March 26, 1993; thence Easterly along said Ordinary High Water Line the following seventeen (17) courses: (1) North 75043136" East, 77.80 feet; (2) North 66048139" East, 78.82 feet; (3) North 50020111" East, 96.34 feet; (4) North 57042148" East, 75.89 feet; (5) North 5803013311 East, 99.04 feet; . (6) North 73001125" East, 91.19 feet; . (7) North 76020121" East, 93.27 feet; (8) North 77024126" East, 60.29 feet; (9) South 63001126" East, 46.16 feet; (10) South 30042138" East, 96.01 feet; (11) South 20041100" East, 57.92 feet; (12) South 03023149" West, 63.19 feet; (13) South 41°1*9'42" East, 77.72 feet; (14) South 14005146" East, 187.53 feet; (15) South 1404912711 East, 38.89 feet; (16) South 50025'15" East, 74.50 feet; (17) North 85057113" East, 6.57 feet; thence South 29007119" West, 202.71 feet; thence South 24022113" West, 30.00 feet to the beginning of a non-tangent curve concave to the North having a radius of 530.00 feet through which a radial line bears South 24022'13" West; thence Northwesterly along said . curve through a central angle of 1034149" and-an arc distance of 14.62 feet; thence South 41015144" West, 136.21 feet; thence North 46000127" West, 101.72 feet; thence North 55017156" West, 30.40 feet; thence North 45011148" West, 155.27 feet; thence North 63038149" West, 124.32 feet; thence North 76001128" West, 71.90 feet; thence South 81040134" West, 292.77 feet to its intersection with the East line of said plat of SHELLEY LAKE SECOND ADDITION; thence Northerly along said East line the following two (2) courses: (1) North 00046103" East, 151.47 feet; (2) South 8901315711 East, 3.45 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. Page 2 of 4 , ~i Order No. SH-238717 VESTED IN: C { . y: ~+RW+I~ME,. WMapp-hington _Gene-ral Partnership and ~ _a~ ' , I~ a married person and ~ IC0T~; a married person, each a`s -their separate property and Washi•.-- n~.rnrr_~at ~wn, as to a port ion . _ .r EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45245.9151. Parcel Nos. are provided from the latest Assessor's Maps available.to the Company. Said parcel numbers are not a matter of the public record therefor, the Company makes no assurance as to validity or accuracy relating thereto. 2. MEMORANDUM OF LEASE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: LESSOR: Ralph H. Rice and Lula H. Rice, husband and wife; Naomi Catherine Scotberg, a married woman, dealing in her sole and separate property; and Grant C. Rice, a married man dealing in his sole and separate property LESSEE: Robert L. Heitman and Laura J. Heitman, - husband and wi f e and Ri chard C. Ne 1 son and Janice D. Nelson, husband and wife DATED: November 19, 1992 RECORDED: November 23, 1992 RECORDING NO.: 9211230623 Memorandum of Amended Lease Agreement recorded on February 28, 1996 under Recording No. 9602280041. 3. MEMORANDUM OF EXISTENC£ OF EASEMENT ESTABLISHED BY LEASE/OPTION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: . March 7, 1997 RECORDING NO.: 4082543 . ~ Page 3 of 4 f 1. ~ Order No. SH-238717 4. RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RESERVED BY: C & G Partnership, a Washington Partnership, Naomi Catherine Scotberg, a married woman dealing as her sole and separate property and Grant C. Rice, a married man, dealing as his sole and separate property and Shelley Lake Developments,• a Washington General Partnership and Daniel P. Melville and Mary R. Melville, husband and wife PURPOSE: Recreational purposes AREA AFFECTED: This and other property RECORDED: January 16, 1997 RECORDING NO.: 4069788 5. RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RESERVED BY: C & G Partnership, a Washington Partnership, Naomi Catherine Scotberg, a married woman dealing as her sole and separate property and Grant C. Rice, a married man, dealing as his sole and ' separate property and Shelley Lake Developments, a Washington General Partnership and Daniel P. Melville and Mary R. Melville, husband and wife PURPOSE: Shelley Lake Surface Water Coverage and Inundation AREA AFFECTED: This and other property RECORDED: January 16, 1997 RECORDING NO.: 4069787 6. Reservations contained in deed recorded under Recording No. 4421769. 7. Rights and easements of the public for commerce, navigation, recreation and fisheries. 8. Any restrictions on the use of the land resulting from the rights of the public or riparian owners to use any portion which is now, or has formerly been, covered by water. END OF EXCEPTIONS DATED AS OF February 6, 2001 at 8:00 a.m. TRANSNATION ITLE INSURANCE COMPANY . BY ~ For service on this order call: (509) 922-2222 (FAX) 926-1519 , Sean Heath, Title Officer sc Page 4 of 4 ~ "_~n NN . MNWnon rmE tNSuRAkcE coMPahr . , 1A1s sketch ia provfdeA, without charqe, for yx ~ , ~ tntormation. N is not intended lo show M1 matlers - reta M d to th e p ro p e rty irtctuGin g, Dut nort limlte4 t o, • etea, dimensbns, eammeMs, Qr±croacAmeMs or . ~ loceiioli ot Dounclaries. It is not pan of, na,,40es k' modify, the cemmitment or palicy to whit'1+ it Is ~ pe 143 i~' ettached. The Comoany assumes NO UABIltT1f for eAr r!1 ~ nwetter'roteted to this sketch. Reference sAan{A be nade roan eaurate survey for fuRher Infametfarf, se _ a , b 'I MA 1's t e, P It. D. 4,. 1 ~ - ~ ~ S r 1 • / ~ s ~ L 7 r ~ . , . ~ 630.73 . ~ ~ N . • h k v .t 4 ` y I ~e+ , ~dT3T~ ~1 ~..e~~ . ~ y ~ • +_o Sl~elte . ~ 7 h 1 d.u.D6 o « iiiiiiilllllllillllllilljlllllllllllllllllllI ~ . ~ ~ • . $ . . . a .y ' o 40 ' Mow o h I _ , , • • . . . . ~ - ~ _ H 3 PbGE 5 9 8 , l q3o- 8912290287 R'EQUE5:i OF, OFe 19 2i . _ 4 PN ~9 ~ WARRANTY DEED oi~~,R ,rrvF. ;1 : • C iN i YiYqSH. - ~ . ~ ' ' • ~ ~ The grantors, MARK D. ROTCHFORD, GEORGINA B. ROTCHFORD, - - . ~ • ; ~ _ ~ • ~ • . his wife; JOHN GIBBONSROTCHFORD, JR., JEANNE ROTCH$'OR.D SHANK, : LEO.N. CASHATT and GERALDEAN P. CASHATT, his wife; and PATRICK H. MURPHY and MARY FRANCES MURPHY, his wife, in,.consideration of the sum of Ten Dol•lars ($10.04) and other valuable consideration, receipt of which is acknowledqed, convey and warrant: to RALPH H. RICE and LULA RICE, husband and wife, the following described real property: The North 671.7S feet of the Northeast quarter of the Southwest quarter of Secti„or,,,}„2~,,;~, ~ Township 25 North, Range 44 East, W.M., iA ~ Washing~on. . SUBJECT TO: Last half taxes for 1973. - . DATED this day of July, 1973. . ~ , , • . . : i ' - • ' ; . ' 1.,~ • ~ • . LLG ' t,f-• j,~ - c'_l - . . Mark D. Rotch~fbr Leo N. Cashatt ~ . . - qva~ l.e(✓e) ~ ' . GeorgiiVa B. Rotchfordt f.Geravdean P. Cashatt v ~ • . ~ 4Jo S \ ` n Gi~ons tchford, Jr. Ratrick H. Murphy . , J. anne 'Rotc ford` hank R= Mary Fronces Murphy . . tsfacine T«a 4m 1~~ .•-`~%~-J~-.`~---- . ; . ~ - . ' ~.iE j ~ ~ ~ ~ j `#R`. i::.f. , „~y.~..... : , • • • , . . ~ • ' ~ i t L1 (_t V: ! I~:. ' . _ , . . A V ' ~ . _ f " . . . . c ~i,. ` • , • , _ - , ~ . ,Y~,:.: ~ = _ -1 voL. 1. O S 3 PQGE 5 9 3 . . - r- . , - . . . • - •'==:'y;'.'' • •STATE OF WASHINGTON. ) : .y ; : ,,i;i' _ • . ; s s . . _ ~:3= • County of Spokane On this If da of JulY, 1973, before me• the • ' undersigned, a Notary Pub~ic in and for the State of Washfngton ' duly commissioned and sworn personally appeared MARK D. ROTCHFORD GEORGINA B. ROTCHFORD, JOHN GIBBONSROTCHFORD, JR. and JEANNE ROTCHEORD 5HANK to me known to be the individuals described in and who executed the above instrument and acknowledged to me that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto mentioned • the day and year first mentioned above. i ' . • . . • • . ' - NOTARY PUBLIC for Wapington- . Residing at Spokane STATE OF WASHINGTOPI ) . - - ' _ ( ss. . County of Spokane ) . . . • • - . On this day of July, 1973, before me, the - undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared LEO N. CASHATT, , GERALDEAN P. CASHATT, PATRICK H. MURPHY and MARY FRANCES MURPHY to me known to be the individuals described in and who executed the above and foregoing instrument and acknowledged to me that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. - WITNESS my hand and official seal hereto mentioned the ' day and year first above written. . . ~ . : . . ' . NOTARY PUBLIC for Washington - Residing at Spokane ' - . . - . . ' ; °•-i k:. ;•'~';*i ` it;f• ' . - j" • . ; _ . ' - • f 'j~ 4t Y~ _ G. ' • ' - t . - ~ • . 2 _ . • . . . . ~ , Ff~~ p frvEp - : . T:iled for Record at Reql'iest ok: 0-1 ~ R~ . ~"CORDED 0!!FS T 4} . RICNTER-WIMBERLEY, P. S. ~331,?29n~88 P.O. Box 5640 • North 908 Howard Spokane, WA 99205 ~ ~ • VOL 1083PAGE GOO . . . .,`'~~H . K ~F , - . . ~Nrr ~~N , , . . _ iRlisi • ' QUITCLAIM DEED " . . . • 'THE GRANTOR, RALPN H. RICE and LULA H. RICE, for and in consideration of love and affection as a gift to their child, convey and quitclaim to NAOMI CATHERINE SCOTBERG, as her separate property, an undivided one-tenth (1/10th) interest in and to the following described real estate, situate in the County of Spokane, the following-described real estate situated in the County of Spokane, State of Washington, includinq any interest therein, to the extent of an undivided one-tenth (1/10th) interest, which grantors may hereafter acquire: The North 671.75 feet of the Northeast ' Quarter of the Southwest Quarter of- •Section 24, Township•25 North e 44 East , J . ' - DATED this 8 day of ecember, 198.9! ~ . ~ . ~ -~Y , RALPH H. RIC ' . . ~ . ' - LULA H. RICE . , _ . . • 9000000023 - - . - :.Acue Tax F'aid ot, , • " - . . Sale Aml. Pd. STATE OF WASHINGTON ) D.E "SKlP" CHI1BEfiG ' : ss Spokam County Treas _ . . ' County of Spokane 8y'e9go o~. On this day personally appeared before me RALPH H. RICE and LULA N. RICE, husband and wife, to me known to be the individuals described in and who executed the within and foregoinq instrument :~f~ _ - . _ ' . • - 2 - . - - - .T. ' . • . ' • . _ . . . . . :J - • ~ ' " . . . _ ,l; . ' ' ' • . t . . - . . . . • , . • • . _ ~......r- . P ~~E ~ Q ~ . free and their ~ . . . - . • , ' Sld thana purposes there1T . ckxtowledged deea for the useg _~J~~-daY of AnluntarY act an ial seal ~is , ~entlonea• er ~Y hand and oft'c . G'iVTM Un(A . embez e State . Dec 1,,,,.,,~,0~~~~ ' 'in aiain9 a hSpQKane ~ ' . i ~~~"~~ASEii,yclOy~ ~ f Washin9to ~ res . :Q L tMent EXp . • . ~ o . oi.n ires • . MY APP . '•:~fS:rrO~.,: y~~A RY ~~sti►~►`.. , . ti . . . ; , . _ . • • ~ ' ~ , " ' - ' . . . . . • - - ' . • "•~''LY.`. ' ' • • : • • • . . - . . , ' ~ . . • . • - ~ ~ . : , . • _ - - . . , • . . . , . . . .t:. . ~ . , ~ ~ . . , • . ~ ~ . . , . ..r- .Y:,. ; DDGjR/4 . • - + Z ~ ' : . - • . . ~ . • . . ' + ; {.v^~ ' . . ~ - ~ ' . . . . • . . _ ~ , , . • ~ • • • . . ~ - , . ; . . . . • • . • ♦ • • ~ . . ~ ~ . ~ . . • . . . • `'f ~ ~ ' " ' • ~ ~ . ' • • ' ' • ~•1 ~ • , . . : ~ . : i'~ ; ' ~ • . ~ ` • • ~ - ' • , ' ' . , . 4 , r • . ~ ~ • , , . ' . ' • . k:'. . - ' • . ' ';A~r` PAGE~ " ' ~.Ty _ l. 1 , • , ~ ~ E312290289 y01.''~~ . • . . r . • , • ;i~,'~ : . . • - . ° ' > ~ . ~ . • / R~4~~~EQ ~ - . • ,Filed~,for Record.at Request_ af:. / . FILEO,OR Rt'- GDRDED~ . - . . . ; 114OUEST p"r ' .;'..RICHTER-WIMBERLEY, P.S. ~ P.O.'BoX 5640-: 100 . ~ . North • 908 Noward _Sgokane, WA 99205 ~ W►:_; ► . ~ . ~ . : . : ~ : ~ t ~ . . ~ , . sFOr.rf; e. cQuNjY,wAaH. ; - Q[IITCLAIM DEED' • THE'GRANTORS,= RALPH H. RICE and *LULA H. RICE, for and in ~ consideration of love and affection as.a gift to their child, convey and quitclaim to GRANT CHARLES RICE, as hid"separate property, an undivided one-tenth (2/10th) interest in and to the following described real estate, situate in the County of - Spokane, the following-described real estate situated in the County of Spokane, State of Washinqton, including any interest • therein, to the extent of an undivided one-tenth (1/10th) interest, which grantors may hereafter acquire: The North 671.75 feet of the Northeast ' Quarter of the Southwest Quarter of : Section 24, Township 25 RaAg 4 East • W:a"3'M:•voaG.A,EF.~3.. .----~=.-S'3".'S.+n-=Ci.,-a' -~2~:E-..."-F7a~.x;.`3'6."~1,1.j;~•,~.Y•..c~SC. ~ ~ . DATED this -219~day December, 1989. . • ~ • ~ - . - ~ . • . • r, .900000002iZ ' •.P~--- . ~ . 4~9_ • ~RALPH H. RICE ' - Excise Tax Paid o~~ • ~ ~ . Sale Am1. • . D.E "SKIP" GHtLBERG Spokane CourdY 1 reas LULA H. RI CE ~ ~►.`46- 'aA~ ~ . ' . • STATE OF WASHINGTON j . ~ " . . - ' ~ • :ss : . ~ County of Spokane . ~ ~ ' . ~ . . . . On this day personally appeared before me RALPH H.'RICE and LULA N. RICE, husband and wife, to me known to be the individuals ~ described in and who executed the within and foreqoing instrument .:i~~,Y~ ~ •~,'r"'_', • ' - ' ' ~ 1 ~ . . . '.i._ . - _ . • - .i,.a. . . ' . ' . ' ' ' . ' - _ ':r~iel` ' ' . _ . • . . ' • , . : - . , ..=:5.~ ~I . _ _ . . . ' . , . - . . • . .ri~.•yij.3: • ` - . • . . ~ - . _ . 'm, • ' ' • . . . • ' . ' , . . ' ~ - . . , . . . . - _ 'j. , ' _ - - , . - • . - _ . "V.r• - - . - . - . . . , • , . ' • . ' . r: , : , . ~'i: . ' ~ ' ' . . . . • - . Y• , ' ' ' ' • - ' , • . F`.a;.:• flLf.O' t•~ . : ~r.E~ . 941108Q055 wli ~j Filed fos Reoord at Reque:t o! Benaett. Ashenbrener dt Davidson. P.S. S. 140 Arthut Suitc 600 q1 ~ Spokane, Washingwa 99202 q- YO[. 1669PbGE1251 a~v QUIT CLAIM DEED THE GRAN'TORS, RALPH H. RICE and LUI.A H. RICE, husband and wife, for ' and in consideration of lave and affection, co pn n' c~~~'~,,, C d~ " PARTNERSHIP, a Washington general partnership, ~e~ese Io-IIow g~es~f cnbed Teal cstate, situated in the Counry of Spokane, State of Washington iacluding. aiYy interest therein which granton may hercafter acquire: SEE ATTACHED EXHIBTT "A" =A ' SU$JECT TO: Easements and restrictions of record ; . , DATED this 3rd day of November, 1994: _ / 0094017616 , cxcisa Tax Pa;d on ' RALPH -H. RIQP- . Sale Mit. Pd, o?• mo~ f~~ Spoka~re Couny Trea . LULA H. RICE ; STATE OF WASHINGTON ) ss, • COUNT'Y O1+ SPOKANE ) ' On this day personally appeared befoie me RALPH H. RICE and LULA H. RYCE. to me knowa to be the individuals descn'bed in and wbo exacuted the within and foregoing instrument, and acknowltdged tLat thcy signed the same as their frec and voluntary act and deed, for tho uses and purposes thenin mentioned ~ . ~ GIVEN under my hand and official seal tbis ,15) day of Novembcr, 1994 ~ ~~1).~.~ ,~1 • t~Z~ ~f. ` -';11tt.S t,~•. Notary public in an¢ for the State 7: 1 s' : of Wasbington, residing at Spokane My commission exp'ues:~- 9,S" ~ • - rM i; , ~ ~ ♦ , ' •'t.j~ t+'+.: . , !4,~K•I~~'fwV ' •:`c~ . ' 1l~ ~ • . . . • 1 1 • • ;.,i . . . . . ~ ' , ' . ' . . . • •r . • . •e ' ' • • . ...j, . . ' • • • • • • ' _ • . , ' . - . ' . . , . . . . .a _ . . . • • ' . ' , . ' - ' ' . • . . L ' - • • • ~ ' f •'w•z ` ' ~ ► . f - ' ' , . • • • ' . , • ' ' ~ " - . • ' i. • . ' • • , " . ' . • ' • ' . . • ~i • . , . _ • . . _ I . . . . ' + . . • . . . . ' . . • . ' - . . • ~ , ' , _ . ' ' . . . . . . . ' . . . . . . ' • ~ . . • • • PARCEL 1 YoL.16 6 9 PASE i 2 52 - Tbat portion of the Nortbwest quarter of t6e Northeast quarter of Sedion 24, Township 25 North. Range 44 East, W.M., lying Soutb of the rigbt of way of the Qicago, Milwaukc,e, St. ' d"F'au an a c ad Coy ~ . ~ EXC`F,P'T Conklin Road No.12S2 as oonveyed by Dacument No. 874149A; and Q` F..XCEPT tbe East 165 feet of the North 285 feet of said parcel; and \ . Ar EXCEPT tba East 400 feet of the South 200 fect of said paroel; . _ Situate in tbe County of Spokane, State of Washington. ~ - PARCEI.2 - • Zbe Southeast qnarter of the Norihwest quazterd be Norih 671.75 fcat of tba Noiriheast qvarter of the Sonthw+cst quarter of.,Sedion 24,Townsh~~Qrih,.RM e 44 Eas~t W...M.; ~CE;TMat portion of tbe East balf of the Southwrst Quarter of the Northeast Quarter andAeNortbwest Quartr-r of.the Southeast Quarter, beginning at the Northeast'oorner of 44 ri thc Svuthwest Quarter of the Northeast Quarter, theaoc west along rhe Northeriy bouadary iN o of the Southwest. Quarter of the Northeast Quarter 400 feet~ thenoe South to the'Ordinary k~ ^~1 Kgh. Water MazI~' of Shelley Lak~ thcnoe Southerty along the Easterljr border of the . ~ Ordinary M& Water Mark" of Sbellcy Lake to the Easterly boundary of the Alorthwest Quartcr of the Southcast Quartcr, thena Northcrly to tha true point of be$7innin& snbjtct to a perpetual easement to "Asso«ation' for a potential pathway withi,n no more tban Fifty {SO} Feet horizontat from the "Ordinary H tigh Water Mark-" toward tha thorelina :Areas" including assocc.~iated gotential Iandscaping, and aooessories desired for the benefit of said "Assoaation" by'Zessee which may be reasonab2y approvcd bjt'Lessor', and ~X • at portion of tbe East half of thc West half of Sc,ctioa 24, Toownship ZS Nortb, Ran a E.W.,M., descri'bed as follows: BEGIIINING at the intersection of the West line of tha Northeast Quarter of the Southwest Quartcr of said Section 24 with the Nortb line of ROrPCHFORD ACRE TRAC'IS, az per plat thereof reoorded in Volume 12 of Plats, pages 2 and 3; thence South 89°13'19' East, along the North lina of said RotcLford Aae Tracts, a distanoe of 976.75 fect to the Northeast oorner of Lot 15,.BIock 4 of Rotchford Acxe Trads and the bcgianing of a aontangcnt cunre e ooncave to the Southwest having a radius of 560.00 fut, to which point a radial liae bcars Soutb 89°13'19" Ea,st; thanoe Norihwcsterty, along the arc through a ccntral angle of 53q02'28', a distanoe of 518.42 feet to the bcginning of a rcversc curve ooncave to the East Exhibit A-1 . , . _ ' , . . , : . - . , , . - . • - . : • • . ; . ' • ; • ' ' • ' . . . , ; ' ' • T' . . _ ' , • . . ' ' . ' • • t ' . • ' ;1.•; . . • , - • • , • .i . . . :.i• • - • • , - , 7' . . _ . • . ' ' • - , • . . r s • ` ' - • ' ' • • ' . . . . . . . • . ..J.• • . . .....,1~1.. ..-.4,.. - • . _ = - YoL.16 S gPAcE 125 :1 having a radius of 560.00 feet; thenoe Norther3y, along the arc through a anhal angle of 76°10'04', a disianoe of 744.45 feet to the beginning of a rev+erse cunrc eoncavc to the ~ Northwest baving a radius of 560.00 feet; thenoe Northerly. atong the arc through a cential , angle of 23°28 4T, a d'utanx of 229.49 feet to the North Lne of the South half of the Southeast Quartcr of the Northw6st Quarter of Sedion 24; thena Norih 89°12'4T West,_ along said Nortb line a distancc of 630.73 feet to the Northwest oorner of the South balf of •the Soutbcast Quartet of the Nortbwest Quarter of said Section 24; thcnoc Soutb 00°29'Q4" . West, along the West liae of the South half of the Southeast Quarter of the Noithwest Quarter of said Section, a distanoe of 666.66 feet to the Northwest -vomcr of the Nort6east Quarter of the Southwest Quarter of said Section; thenoe South 0°'09'S6" West, along the West line of the Northeazt Quarter of the Southwest Quarter of Sedion 24, a distanoe of 671.79 feet to the point of beguining, AND EXCEP'r Fourth Avenue Road No.1252 az conveyed by Document Nos. 834305 and 834306;'---~ . , . EXCEPT,a portion of the Nor`thtast quarter of the Northeast. qnarter of the Soutbcast quarter of the Northwest quarter as outliacd in the attacbed map, Fxlubit B" as being part of . the excepted present resdence of'Lessor' and to be definitively determined by future survey. , Situate in the County of Spokane„ State of wasbingtoa " )PARCEL 3 . The Southwest quarter of the Northeast quarter and tho Northcast g ~ uartcr of the Sout~rest . v ~ quarter of Su;tiog2&T gwnship 25 Nodh. RanQC 44-PIastL,..; . oEXCEVT Fourth Avenue Road as oonveyed by Document Nos. 834305 and 834306; and v3 EXCEP'T a portion of the Northwest. guarter of the Northwest quartcr of the Southwest ~ N, C~ quarier of the Nortbeast quarter as outlined in the attached map, Fxtubit B' as beiag part of N A" the exoepted prese.nt residenca of'Zessc>e and to be de5nitively determincd by future survey. 4. ituata in the County of Spokane, State of Washington. . s~ = h ~ ~c . . . e At Exhibit A-2 . ' ~ • w . ~nAsE I - ~ F~~ t~b ll~ j .iJ~•~ti - s . : kHEN RECORDED RETURN 7'O: FED T IO 11 QN '96 SMI7'H & SM1TH, P.S. Attorneys at Law : ESSt 12019 Sprague 9('i02070Q89 'L~roR . SFt►tNK COUNTYWASH. Spokane, MA 99206 OfPUTY ' File No. 1910TJ217 - SPECIAL MARRANTY DEED . THE CRANTOR RALPH H. RICE, Trustee under the teras of the t'rust of the Last , Will and Testament of N. Gregg Rice dated the 16th day of December, 1968, for and in consideration of distribution of the estate pursuant said Last Hil1 and : Testament, grants, bargains, sells, conveys and'confirms to " GRANT C. RlC£,• a • msrried person and NAOb1I C. SCOTBERG, a narrieci person, to each an undivided one-fourth interest as their separate property, in the f'ollowine described real estate, located in the County oP Spokane, State of Washington: The Southeast quarter of the Northwest quarter and the Southwest quarter of tfie Northeast quarter and the Northwest quarter of the 3outheast quarter, all in Section twenty four (24), Township twentv five (25) Nocth, Range Porty four (44), EHM; EXCEPT any oC the folloNing described propecty which was fornerly vested in Ralph N. Rice as Trustee pursuant to the Last Nill and Testament of w. Cregg Rice and was sold to Central Valley School District *Io. 356, a corporation: That portion of the East half of the West half of Section 24, ToWnship 25 North, Range 44 E.H.M., in Spokane County, Washington, described as folloWS: Beginning at the intecsection of the West line of the Northenst yuarter of Lhe SouthWest quarter of said Section 24 r+ith the Aiorth line of Rotchford Acre Tracts, as recorded in Aook 12 of Plats, pages 2 and 3 in Spokane Countyt Washington; thence Sauth 89 degrees 13'19" East, along the North line of said Rotchford Acre Tracts, a distance of 976.76 feet to the Northeast corner of Lot 15, Block 9 of Rotchford Acre Tracts and the beginning of a non-tangent curve concave to the SouthNest having a radius of 560.00 feet, to ++hich point a radial line bears South 89 degrees 13'19" East; thence Northr+eaterlv, along the arc through a central angle of 53 degrees 02'28", a distance oP 518.42 feet to the beginning of a reverse curve concave to the East Aaving a radius of 560.00 feet; thence Northerly, along the arc thorugh a central angle of 76 degrees 10'04", a diatance of 794.45 feet to Lhe beginning of a reverse curve concave to the Northwest having a radius of 560.00 feet; thence Noctherly, n2ong the arc thorugh a centcal angle of 23 degrees 28'47", a distance of 229.49 feet to the North line of the - South hRlf of the Southeast quArter of the NorthNest quRrt.er of 3ection 24; thence North 89 degrees 12'47" Nest, along sAid North - line a distance of 630.73 feet to the Northwest corner of the South half o[ the Southeast quarter of the Northwest quarter of said Section 24; thence South 00 degcees 29'04" Hest, along the West line of the South half of the Southeast quarter of the Northxest quarter ' of said section, a distance of 666.66 feet to the Northwest corner ~ oP the Northeast quarter of the South►+est quarter of said section; thence 3outh 0 degrees 09'56" Nest, along the West line of the Northeast quarter of the Southwest quarter of Section 29, a distance of 671.79 feet to the point of beginning. TOGETHER with a sixty foot rride non-exclusive easement as stated in the Statutory Harranty Deed betaeen Ralph H. Rice and Lula Rice, husband and wife, Ralph N. Rice, personal representative of the Estate of W. Greqg Rice, Deceased, Naooi Catherine 3cotberg, as her separate property and Grant Charles Rice, as his separate property, as Grantors and Central Yalley 3chool District 0356, a corporation, as Grantee, dated April 5, 1990 and cecorded April 30, 1990 under Recording No. 9004300292. gsO0001667 Excise Tax Paid oa Sale Amt. Pd.,10_') ~~Z- : _ SPoka►ie County Tre s./ ; - 8~~~- ~~7/ ~ ~ ' f il.f z• ~ . . : FJ • 9411060055 - ~ ` • ' • - ol I"~?cd for Record zt Requcst of SPOda2:C. Benaett, Ashenbrener & Davidson, P.S. . ' S. 140 Arthur Suitc 600 • Spotcaoe, WasLingtoa 99242 . YOt. 16U 9PAcE1251 , ; f QUTT CLAIM DEED . • ~F~L • ` • - '.~90 ~v THE GRANTORS, RAI.PH H. RICE and L[JLA H. RICE, husband and wife, for and in consideration of lave and affection, co an i u c C& G ~tb~ ~~Qf PARTNERSHLP, a Washington general partnersh. ~p, ffieffr eres in e o owing exnbed real , estate, situated in the Counry of Spokane, State of Washington including a:ry interest ' therein which grantors may hereafter acquire: SEE ATTACHED EXiIBIT "A" • " SU$JEGT Z'O: Easements and restrictions of record i DATED this 3rd day oE November. 1994. , ~ . - 0094017616 . ' • RAI.PH, RI ~ . cxcise Tax Paid on Sale And. Pd.,.?.md~y¢~r~ - Spokane Counry Trea ,/~/9y . ~ J, - LULA H. RICE ~ STATE OF WASHINGTON ) ss, COUNTY OF SPOKANE 'On'thfs day personaUy appeared before me RALPH H. RICE and LULA H. RICE, to mc . knawn to be the individuals descnbed in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and - 'deed, for the uses and purposes thcrein mentioned. : . , GIVEN under my hand and official seal this day of November, 1994 ~ lrl`~'~~7~ ~C ~ • . ~ . . . . •Notary Public in anA for tbe State s - of Washington, residing at Spokane C~- !►'.''•a . My commission expires:-/- 7 - 9,~ <<' . . i.3.: w : _ • ~ ; ~ ".fi : i . : .s ~~,~r~b il~;`,.,~ . • • 1 1~; ' . ~`;'j:.,-. • . _ . • • _ . - ' •r • • _ . ' , .r ' • ' , . . • • • . . . • • . , . , • . . . ' . • - • . • " ' . ' . `.•t ; •.-i ^ ' . ' , • ' . - . . • • ' • . . ' •1;• ' . ' . : . . . • : ' ' - . . ,r , • . • . . ' . . . . . . ' ' . . . . . . ' • ' . ' . ~ • . . ~hlbit •A' ' PARCEL 1 Yot. I s 6 9 PdGE ~ 2 52 Ttiat portion of the Northwest quarter of the Northeast quarter of Scdion 24, Township 25 North, Range 44 East, W.M., Iying South of the rigbt of way of the Qucago, Niilwaukce, SL ' at and-Pa " c ad Coy ~ . ~ EXCFP'T Conklin Road No.1252 as oonveyed by Document No. 874149A; and . ~9 . Q` F.xCEP'T the East 165 feet of the North 285 feet of said parcel; and \ . ' FXCEPT the East 400 feet of the South 200 fett of said paroel;- . . Situate in the County of Spokane, State of VVashington. ~ PARCEL 2 ' . • The Southeast quarter of the Northarcst quarte , and e Nortb 671.75 fcet of the Noitheast quarter of the Southw~est quarter o~ection 24, Townsbi~p ?S NoiAR_._._tge 44 Eas~ WM; &-CEEt'T at rtioa of the Fast balf of the South po . west Quartcr of the Northeast Quarter ahd4cNorthwest Quarter otthe Southeast Quarter, beginning at the-Northeast oorner of 41 ri the Southwesi Quartcr of the Nortbcast Quartcr, thena wcst along the Nortbe,rIy boundary vX o of the Southwest- Quartcr of the Northeast Quarter 400 feet, thenoe South to themOrdinary k~ 5 H'igh Water Mar1~' of Shellcy Lake, tbcna Southerly along the Fasterly border of the . "Ordiaary Ii'ig,h Water Mar' of SheIley Laka to the Easterly boundaty of the Nortlwest Quarter of the Southeast Quartor, thcnoc Northarly to the true point of tieginning, subjed to a peipetual easement to'Asociation' for a potential pathway within no more than FiBy {SO} Feet horizontal from the "Ordinary H'igb Water Mark' taward the 'Shoreline Areas' including associated potential Iandscaping, and aooessorias desired for the benefit of said "Assoaation" by'Z,essee which may be reasonably appraved bjr "Lessoi", and ~XCEPU~Z rtion of the East balf of tlie West half of Sec~on ?4, To~w~nship 25 North, RadesanW as follows: ' BEGINNIING at the intersection of the Wcst line of the Noriheast Quarter of the Soutbwest Quartar of said Sedion 24 arith the Notth Iine of RO'PCHFORD ACRE TRAG`TS, as pcr plat thereof reoorded in Volume 12 of Plats„ pages 2 and 3; thence South 89°13'19" East, aIong the Norih line of said Rotchford Acre Tracts, a distanoe of 976.75 feet to the Northeasi ooroer of Lot IS,.BIock 4 of Rotchford Acre Trads and the beginning of a nontangent curn concave to the Southwest having a radius of 560.00 feet, to which point a radial line bears - South 89°13'19" East; tbenee Northwcster}y, along the arc ihrougb a oentral angle of 53"02'28', a distanoc of 5I8.42 feet to the beginning of a reversc curve ooncava to the East Exhibft A-1 , • . • , , , Y, - • . . • . • : . _ • ' • • ••t• • , . • . • . • . ' . . . • .1 . • . . _ . ' • . . . . . , : . . . • , . ' . • ' . • . • • . . .i. . • . , . ~ ' , • • • ' • • ' t ,'lr• • i•. • •,~..i • . • ' • . . . , . . . ' • ' I . • ' • ' • . '"t,' 'i.~• ' - - . :p+ : - . • . ' : , . . . . . ' " ' ` . - ..I•.•'... • . . . . • ' • , . • • . - YOL.16 S 9pdsE 1253 ' baving a radius of 560.00 feet; thenoe -Noriberly, along the arc tbroug,h a oentral angle of 76°10'Q4', a distanoe of 744.45 fect to the beginning of a revcrse curve ooncave to the ~ Northwest having a radius of 560,00 feet; thenoe Ilorther2y, along the are through a central angla of 23°28'4T, a distanca of 229.49 feet to the North lina of the South balf of the ~ Southeast Quarter of the Northwcst Quarter of Sedion 24; thenoe Nortb 89°12'4T West, . along said Nortb Iine a distanco of 630.73 feet to the Northwest oorncr of the South balf of the Southeast Quartor of the Nortbwest Quartcr of said Section 24; thena Souih 00°?9'04" , Wcst, aIong the West line of the South-balf of tho Southcast Quartcr of the NorthwGSt -Quarter of said Section, a distancx of 666.66 fect to the Northwest oorncr of the Northeast - : Quarter of the Soutbwest Quarter of said Sedion; tbenoe South 0q09'56` West, along the West line of the Northeast Quarter of the Southwest Quarter of Section 24, a distanoe of 671.79 feet to the point of beginning; AND EXCEPT ourth Avenue Road No.1?S2 as conveyed by Document Nos. 834305 and ~ 834306; . . r--.` . . . :rIIXCEPT a portion of the Noftheast quarter of the Northeast. quarter of the Southeast . quarter of the Northwest quarter as outlined in the attached map, Exhibit B" as being part of ' the excepted present residenve of'Zessoe and to be defin.itiveiy determined by futnre suivey. Situate ia the County of Spokauc, Statc of Wasbington. . / ~ LAtcEL3 ' Iha Southwest quarter of the Northeast quartef. nd~he Nortbeast quarter of the Southwest ~ a quarter of Saxiou 24, Tawoship ed Fastv-,W.M., . ~ , ' • - . , Q~ CF..E'T Fourth Avenuc Road as oonveycd by Document Nos.. 834305 and 834306; and . ~ , v) EXCEPT a portion of the Northwest quarter of the Nort2iwest quarter of the Southwest ,t ~IN quarter of the Northeast quarter as outIined ia the attached map, Fxtubit B' as being part of ' -t ~ the cxoepted present residenvc of'7~essoi" and to be de5nitivety det~imined by fuhue survey. ' ~ituate in the County of Spokaney State of Washington. ~ . Fl. . ~ ~ . ~N, - ~ ry ~ . e ~ . - Exhibit A-2 , • . ' • s . . , . . . . . . . • - _ , - ~ . ~ - - , ~ - 4069788 When recordod roturn to: P3gt: 2 Of 19 • • Bennett. Asnerbrenet d Davidsan. P.S. 01I161199 10:8 140 South AMw. Sufte 600 - ~ soacane, wn ~202 " hAt~$l1111 4b, Iil ItiS CO EAS S2fi.OQ RESERVATION UF EASEMENT for Shelley Lake Recreational Purposes CCi1RM-1' ii~Cf.oli011tG THIS RESERVATION OF EASEMENT is made the Y.Z day of 1996 by C& G PARTNERSH{P, a Washington Partnership, NAOMi CATHERINE SCOTBERG, a mamed woman deaiing as her sole and separate property, and GRANT C. RiCE, a married man dea(ing as his sole and separate property, hereinafter referred to as "Grantor #11". and SHELLEY LAKE . DEVELOPMENTS. a Washington General Partnership. hereinafter refeRed to as "Grantor #2", and DANIEL P. & MARY R. MEI.VILLE, husband and wife, hereinafter referred to as "Grantor #3", or cot(ectively hereinafter referred to as the "Grantors". R.E e Tax Eaoermpt " . Date ~ . ~ T RECITALS Sp . • WHEREAS. "Grantor #1" owns the reat property describe in Exhbit' "A' and `B' ` as outlined in Exhibit "C.3" iess the reat property descrbed in Exhbit "C' as outi;ned in Exhiait "C.4" and "C.5" except reserving as a personai residence for Ralph & Lula Rice, Lot 1, Block 1 of the Finat Plat of Shelley Lake at 506 N. Shelley Lake Lane, and . ' WHEREAS, `Grantor #1' has entered into a Lease with an Option to Purchase. hereinafter referred to as `Lease/Option", with 'Grantor #2' for the real property descrbed in Exhibit "A" as outlined in Exhibit "C.3', excepting Lot 1. B1ock 1 of the Final Plat of Shelley Lake at 506 N. Shelley Lake Lane, and WHEREAS, the LeaselOption called for the reservation of a recreational easement over a portion of the westerly real property described in Exhibit "B" as outlined in Exhibit 013.20. and WHEREAS, the Lease/Option called for the creation of a managing home owners association to govem this recreational easement. Sheiley Lake and other common areas, and , WHEREAS, ihe SHELLEY LAKE ESTATES HOME OWNERS' ASSOCtAT10N, has been created and is a non-profit corporation licensed under the laws of the State of Washington, UBf# 601 752 027, and WHEREAS, 'Grantor #2' has purchased the real property described in "Exhib'rt C" as outlined in Exhibit 'C.4" and "C.5% except Lot 1, Block 1 of the Fina! Plat of Shetley Lake at 506 N. Shelley Lake Lane, and WNEREAS. `Grantor #1' retained outside of the LeaselOption transaction the real property described in Exhibit "B" subject to this tuture easement provision, Page t or 1eIncrud;ng ouirne ExnrbIts -c.3-, •c.a-, •c.s a rox Sheqey l-ake RecreationaF Easement ' ' . . • . • . . . - - + . , ' - - - - , _ - , - - - , 4069788 - . . . Page: 3 of 14 41115(1991 14:49 iRMSWl1I0HI 1 1lE iHS ~EAS- 526.00 SDian CO, a, together with the dght of cunent or future owners of the Exhbit 'B' property to mutually participate in the SHELLEY LAKE ESTATES NOME OWNERS' ASSOCIATION. enjoying Sheiley Lake, its common areas, the surrounding lake trail and other the rights and priviteges thereof, and WNEREAS, "Grantor #1' has entered into a Real Estate Sale and Purchase Agreement with "Grantor #3" for the real'property described in Exhibit 'B" as , outiined in Exhibit "D.2" subject to this provision of a recreational easement. and WHEREAS, 'Grantors" co{lectnrely desire to create and reserve by this document a recreational easement, and NOW THEREFORE, the fopowing is seKorth as the terms and conditions of 'this reservation: The 'Grantors" do hereby create and reserve unto themseives, their heirs. successors and/or assigns for the mutual benefit of the. re.at property in Exhibit "A", "B" and "C" attached hereto and fully incorporated herein by this reference, and to the SHELLEY LAKE ESTATES HOME OWNERS' ASSOC{ATION, a recreationai easement, as outiined in Exhibit °C.3" & "D.2', in accordance with tfie folfowing conditions: - This recreational easement sha(i provide the opportunity for the construction of a~` . lake trail, instal{ation of landscape- and wildtife enhancements, water features and other recreationat improvements so authorized by the SHELLEY LAKE ESTATES HOME OWNERS' ASSOCIATION. The owner/s of the reat property identified in Exhibit 'B' shatl not be responsibfe for any associated cost of the improvements compteted by SHELLV LAKE DEVELOPMENTS or by the SNELLEY IAKE ESTATES HOME OWNERS' ASSOCIATION, except ior the fees, assessments and charges commonfy aRd , individua►ty charged other resident, members of the SHELLEY LAKE ESTATES ~ HOME OWNERS' ASSOCtAT10N in accordance with the number of res`dent members existing on-the real property identified in Exhibit'B'. . This recreational easemer►t is dedicated for the benefit. the mutuat enjoyment and recreation of the current and future real property owners ot real property defined in Exh+bit "A", "B" and "C" having the right to participate in the SHELIEY . LAKE ESTATES HOME OWNERS' ASSOC{ATfON in accordance with its Decfaration of Covenants, Conditions. Restrictions, Assessments. Chatges, Servitudes, Liens, Reservations and Easements, ciperating By-Laws, and Rules and Regutations. The SHEILEY LAKE ESTATES HOME OINNERS' ASSOCIATION shall be responsible for aif taxes, assessments. charges, expenses and fees charged to the Exhibit "B' land owner/s for the recreationai easement land area. The SHELLEY lAKE ESTATES HOME OWNERS' ASSOClAT10N shalt be responsible for all taxes, assessments, charges, expenses and fees for the construction of improvements, maintenance of improvements, Poticing and Page 2 oi 16 induding outline Exh3As 'C.3', `C.4'. 'C.5' b'D.2' SReltey Lake Recreational Easement ' . . ' - < 4069788 Pap: 4 of 14 ' AAIVSHIIIION, ,I1[E lNS A US - 411161199I 14:491 S*w Co, B operation of the recreational easement. Further, the SHELIEY LAKE HOAIIE "J 4WNERS' ASSOCIATlON shai{ indemnify the owner/s vf the Exhibit'B' property for any and a!1 c{aims arising from the recreational activities conducted within the recreational easement area. - Any improvements to be constructed by the ownerts of the Exhibit 'B" property . within the recreational easement shall first be approved by the SHELIEY LAKE HOME OWNERS' ASSOClAT10N. This recreational easement is defined as a portion of the real property identified in Exhibit "B" described as foifows: That portion Exhibit "B" real ptoperty in the S6uthwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter in SectlQn 24- Townshio 25 North. Ran4e 44 East, W.M.. County of Spokane, State of Washington. lying westerty of the following described , easement line: BEGINNING at the Northeast comer of the said Souihwest quarter of the Northeast quarter, thence North 89017'15" West, a distance of - 234.82 feet; thence South 39027'30" West, 265.58 feet; the first point ~ on the easement fine; thence South 46033'57" East, 24.22 feet; thence South 73°01'56" East, 36.42 feet; thence South 8201646" East. 51.99 feet; thence South 82°16'54" East, 34.03 feet; thence South 59047'15" West, 35.15 feet; thence South 55015'10" West, 28.10 feet; thence South 36007'59" West, 42.35 feet;'thence South 01 °39'29" East, 68.46 feet; thence South 65016'01" West. 35.96 feet; thence North 83057'19" West, 33.79 feet; thence South 15°33'11" West, 13.30 feet; thence South 11058'36" East, 23.71 feet; thence South 01014'25"•East. 20.47 feet; thence South 17°52'35" East, 47.60 feet; thence South 0305550' - West, 34.72 feet; thence South 12°41'15" West, 36.48 feet; thence South 16014'47" West, 49.57 feet; thence South 14°51'22" West, 69.42 feet; thence South 3404344" West, 46.28 feet; thence South 551,26'20" West. 48.69 feet; thence South 51014'15" West, 33.37 teet; thence South 18°5543" West, 35.73 feet; thence South Q6053'19" West. 33.72 feet; thence South 22042'07" West, 46.56 feet; thence South 14°03'03" West, 51.31 feet; thence South 12051'03" West, 89.03 feet; thence ' South 06027'00" East, 32.14 feet; thence South 21 °47'OS" East. 31.16 feet; thence South 3505559" East, 69.66 feet; thence South 60024'53" , . East, 25.64 feet; thence South 23000'45" East, 30.98 feet ; thence South - 38041 `39" East, 55.98 feet; thence South 20015'34" East, 18.97 feet; thence South 33°33'S0" East. 39.40 feet; fhence South 66021'37" East, 28.72 feet; thence South 63013'54" East, 31.37 feet; thence North - ' 56°38'04" East, 24.26 feet; thence South 83019'43" East, 15.08 feet; thence South 25025'42" East, 28.06 feef; thence South 04027'56" West, Page 3 ai 18 induding ovtline ExAibits 'C.3'. 'C.4'. 'C.5'-b 'D_2' • Sheitejr Lake RecreaGonat Easement . • d ' . . . ~ ( . ' . • , . 4069788 Pag~: S of 19 • ' Tw~NS~t1I0~t, ilf INS UO EAS S26.Q0 0111611991 14:49 41.86 feet; thence South 23026'09" West. 30.53 feet; thence South 23026'09" West. 10.89 feet; thence South 33°08'36" West 50.54 feet; thence South f 1°44'S2" West, 93.65 feet; the last point on the recreationai easement line intersecting at the centerline of_ Saltese . Creek. The terms and conditions of this recreational easement shalt supersede any and _ all previous provisions for a recreationai easement which may be of record. DATED this the -/,fdday of 1996. Grantor #1: 7''~.~►~ ~~n~.~v,8c~~cx.,t,a ~ c . )64~e Naomi Catherine Scotberg Grant C. Rice lndividuaily Individually ~a.orn,~. • C. Naomi Catherine Scotberg Grant C. Rice Partner: C& G Partnership Partner: C& G Partnership Grantor #2: Robe L. He tman~ Man~ging Partner SHELIEY LAKE OEVELOPMENTS, a Washington General Partnership. Grantor #3: " . -10 niei P. Meiviile M R' / dUQ~ - etvilie - i ividually Individually Paqe 4 of 18 includsng ovtfine ExAbi1s 'C.3'. 'C.4', 'C.S' 8'D.2' ' Sheltey Lake Recreational Easemen! . . , , - . , , . - • , , , _ 5-~ 4069788 - - ~ - - - - 6 d19 STATE OF WASHINGTON ) - _ 01jt5110 10:4% ss 111L iNS ~ ES. 526.~0 . g~~ ~o~ V► COUNI~Y OF SPOKANE ) l~~ On the /CV/Iday of , 1996, before me personal?y appeared Naomi Catherine Scotberg, to me known to be the individual and partner who acknowtedged the said instrument to be her free and voluntary act for the uses and purposes therein mentioned, and on oath stated that she is authoriied to execute the said insfrument V1lITNESS my hand and official seal hereto affixed the day and year first above written. i • ~~r~'C a.: . ♦ 0• NOTARY PUBLIC in and for the State of Washington, residing at Z - .r r ; ✓ S ~ ~ ~,e2`7 ~i./7 / . ~,s ~v~0►1~ • STATE OF ) . ` ) ss COUNTY OF On the /fA day of . 1996. betore me personalty appeared Grant C. Rice, to me known to be the individual and partner, who acknowledged the said instn,ment to be his free and votuntary act for the uses and purposes • therein mentioned. and on oath stated that he is authorized to execute the said instrument. - WiTNESS my hand and officiat seal hereto affixed the day and year first above written. . ~ NOTARY PUBLIC in and for the State of . . Washington, residing at . .;---~~ti~~~ r-,~'~~ ~~rJ . - v:..~ -v•,'tt' v , - f.ltix..r~♦ ~.~:~C • /,j'~f V•~.~..~ - • ~~'~~e•i: r;.--: ~t~.a.. ...._~~j ' ~ yi: . ~rJ w~. • :Zj~'.-:A '~►►:,,`.ra:;:. Page 5 0! 18 inctuding ovtEne Euhibfts 'C.3 .'C.4', 'C.5" b'D.2' Shelley Lake Recreatianal Easement ' . . • • • - • . f~- . 4069788 p1: T. af 19 STATE OF WASHINGTON } Ot~t61199i 103% ~ iMS1iAII0N, 1I1lE 1RS V EAS .26.00 --COUNTY OFSPOKANE ) - ~ On the IS day of 996, before me personalfy appeared Robert L. Heitman. to me known to be the managing partner of Sheliey Lake . Developments who acknowiedged the said instrument to be his free and vofuntary act for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. 1MTNES y han d official seal hereto affixed the day and year frst above written. NOTARY PUBL in and for the St~te of • .Washington, residing at - o ~ ; . ~$~'z' . • ' ' t ' . . oti;r • ~p. ` . ri : ♦ ' ~ rnd ~ .r n K i. . i "1= STATE OF WASHtNGTON ) . ss COUNTY OF SPOKANE tkv On theday of . 1996, before me personally appeated , Daniet P. Meivilte, to me known to be the indiv.idual, who acknowtedged the said instrument fo be his free and voluntary act for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said insttument. WITNESS my hand and official seal hereto affixed the day and year ficst above written. . - N TARY PUBLiC in and for the State of . Washington, residing at , „-*''L'~• -ti-rtf~~;.•' f;.,..... ~f ~ , r• t'•'w=.,/ Yi ~'a:/~~ '?"r ~A / .l.i- • ;J,3-.~'•~G:~A. ~ ~,d - 'l+= :S'..i•.W::LO%'- . .J~- 't'..... . ' T' ~ i~ • • - , .,1 Y .:~a . 'i i!•/`".rG ' • .'v..+r.r'~'r ,c• ' :.y' , v, :VJ-`r,~r~ ' " Page 6 of 16 including outtine Exhibils'C.3'.'C.A'.'C.5' 3'D.2' - She4ey t..ake Reueational Easemeni . r . ~ J • . . . - . . . i . 4069788 STATE OF WASHINGTON ) - _ 41~16j19 I ~ 10 ~gl IR~NSWIIlQ~, U1lE NS CO EAS S26.Q0 )ss SPlcarre Co, 1R. COUNTY QFSPOKANE - ) . On the /fry/ day of 1996. before me personalty appeared Ma .ry R. Melvilte, to me known to be the individuat who acknowfedged the said instrument to be her free and votuntary act for the uses and purposes therein ' mentioned, and on oath stated that she is authorized to execute the said instrument WITNESS my hand and offcial seal hereto affixed the day and year first above written. f ,s~ ~ ~1-~~`,~`~~~'~ • ~ ~ / Y /1 ~ j - • NOTARY PUBLIC in and for the State of ~~~~`~~%r` ~~b+~-~' • Washin ton. residing at ~D~ . •r~v ~~'~~~C'~.77Y Qti~4 ! ~~~~~1~~0~~~ • ~tEr' s~. . K/)!~3* • ~r' ° ~ _ Pag$ 7 of 1 S lnttuQ,ng outroe Exhibits 'C.3'. 'C.4'. 1C.5' b'D.2' . SheUey lake ReaeaLional Eassment . • , • ► . ti • - _ . - _ - , - . _ . 4069788 9 of 19 p1i1611o 10:4511 MtS!{I1iI0N, lI1lE IatS CO EkS 526.00 Spoltanc Co, ~l Exhibit "A" . See: Exhibit'C.3" tos autline PARCEL 1 That portion of the Northwest quarter of the Northeast quarter of, Section 24, Township 25 -North, Range 44. East, W.M., County of Spokane. State of ' 'Washington, tying South of ihe right of way of the Chicago, Mihrvaukee, SL Paut and Pacific Railroad Co.; EXCEPT Conklin Road No. 1252 as conveyed by Document No. 874149A; AND EXCEPT the East 165 teet of the North 285 feet of said parcel; AND EXCEPT any portion of the following described parcel lying within said Northwest quarter o# Northeast quarter. That portion of the North Haif of Section 24. Township 25 North. Range 44 East, W.M., more particularly described as follows; ~ BEGINNING at the Southwest Gomer of the North Hatf of the Southeast Quarter of the Northwest Quarter of said Section 24; thence iJorth 00°28'48" East, along the West Line of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; a distance of 646.39 feet to the Southerly Right of Way Line of Fourth Ave.; thence Southf 89°14'17" East, along said Right of Way a distance of 1345.13 feet to the True Point of Beginning; thence leaving said Right of Way North 72°29'23" East. a distance of 94.00 feet; -thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62°36'45" West, a distance of 180.56 feet to the beginning of a curve concave to the Southeast and having a radius of 465.40 feet; thence Westerty along said curve through a central angle of 06°01'31" an arc distance of 48.91 feet; thence North 33°24'46" West, a distance 46.18 teet; thence North 00°15'12" West, a distance of 92.45 feet; thence North 48°d5'59" "East. a distance of 42.59 feet to the beginning of a curve concave to the Northwest and having a radius of 380.00 feet thence Northeriy aiong said curve through a aentral angle of 13°31'31" an arc disbnce ' of 89.70 feet; to the said Right of 1Nay ot Fourth Ave; thence South 89°14'17" East, atong said Right of Way a distance of 16.17 feet to the True Point of Beginning. , . PARCEL 2 The Southeast quarter of the Northwest quarter and the North 671.75 feet of the Northeast quarter of the Southwest quarter ourio 24- ?ownshio 25 Ugj:Li. , - . Page 8 0/ 18 inctuding outline Exhibds'C.3'. 'C.4'. 'C.5' 3'D.2' Sheltep Lake Recreationat Easement . , . . . . , ~ . . . ~ . r - - ra _ - - 4069788 - Pagc: tQ of 19 TfxNSltI1T_4l1, ilE NS tp ~S 41116/144? 10:45II $26.00 Spokane Co. 6a RangP de! Fast W.M.. County of Spokane, State of Washington; - . - EXCEPT That portion of the East half of the West half of Section 24, Township 25 North. Range 44 East,W.M., described as follows: BEGINNlNG at the interseciion of the West line of the Northeast Quarter of the Southwest Quarter of said Section 24 with the North line of ROTCHFORD ACRE TRACTS, as per piat thereof recorded in Votume 12 of Piats, pages 2 and 3; thence South 89°13'19" East, along the North (ine of said Rotchford Acre Tracts, a distance of 976.75 feet to the Northeast corner of Lot 15, Block 4 ot Rotchford Acre Tracts and the beginning of a nontangent curve concave to the Southwest having a radius of 560.00 feet, to which point a radial line bears South 89°13'19" East; thence Northwestetiy, atong the arc through a central angle of 53°02'28", a distance of 518.42 feet to the beginning of a reverse curve concave to the East having a radius of 560.00 feet; ttience Northerly, along the arc through a central angle of 76°10'04". a distance,of 744.45 feet to the beginning of a reverse curve concave to the Northwest having a radius of 560.00 feeh, thence Northeriy, along the arc through a centrat angle of 23°28'47". a distance of 229.49 feet to. the North line of the South hatf of the Southeast Quarter of the Northwest Quarter of* ` Section 24; thence North 89°12'47" West, along said North line a distance of 630.73 feet to the Northwest comer of the South half of the Southeast Quarter of the Northwest Quarter of said Section 24; thence South 00°29'U4" West, along the West line of the South half of the Southeast Quarter of the Northwest Quarter ` of said Section* a distance of 666.66 feet to the Northwest oomer of the Northeast Quarter of the Southwest Quarter of said Section; thenoe South 0009'56" West, atong the West line of the Northeast Quarter of the Southwest Ouarter of Section 24. a distance of 671.79 feet to the point 'of beginning, together with any added property resuiting from property boundary adjustrnents with Centrat Valley School District as may be negotiated by "Lessor" andlor "Lessee"; AND EXCEPT Fourth Avenue Road No. 1252 as conveyed by Document Nos. 834305 and 834306; AND EXCEPT any portion of the foltowing descr'bed parcet fying within said Southeast quarter of Northwest quarter. That portion of the North Half of Section 24, Township 25 North, Range 44 East, . . W.M., more particularty described as foflows; BEGINNING at the Southwest Comer of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; thence North 04°28'48" East, along the West Line of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; a distance of 646.39 feet to the Southerly Right of Way Line of Fourth Ave.; thence South 89°14'17" East, along said Right of Way Paqe 9 of 18 fnduding outfine 6chibits 'C.3'. 'C.4', 'C.5' b'D.2' Sheltey Lake Reueational Easement _ 4069788 . Paqe: 11 of 19 0111611991 10:6 TWWkA1 UN, 1lE 1NS CQ fAS 5h.w Spain Co, a . a distance of 1345.13 feet to the True Point of Beginning; thence leaving said.. Right of Way North 72°2923" East, a distance of 94.00 feet; thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62°3fi'45" West, a distance of 180.56 feet to the beginning of a curve concave to the Southeast and - having a radius of 465.00 feet; thence Westerly a{ong 'said curve through a central angle of 06°0131" an arc distance of 48.91 feet; thence North 33°2446" West, a distance 46.18 feet; thence North 00°15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 feet to the beginning of a . curve concave to the Northwest and having a radius of 380.00 feet; thence Northerly. along said curve through a central angle of 13°31'31" an arc distance of 89.70 feet; to the said Right of Way of Fourth Ave; thence South 89°14'1T East, aiong said Right of Way a distance of 16.17 feet to the 7rue Point of Beginning. . PARCEL 3 The Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter of ~~ction ?d_Tn~l~nch~Q 25 Nor~hw Rang~ 44 East. W.M.. County of Spokane, State of Washington; , EXCEPT That portion of the Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter in Section 24, Township 25 North. Range 44 East, W.M., hereinafter referred to as EXCEPTION PARCEL 1 and described as follows: - BEGINNING at the Northeast comer of the said Southwest quartet of the Northeast quacter, thence North 89°17'15" West. a distance of 234.82 feet; thence South 39°2T30" West. 433.65 feet; thence South 43009'41" West, 195.69 feet; thence Souih 51 °47'38" West. 121.44 feet; thence South 19°04'05" West. 123.25 feet; thence South 6°3921" West. 143.11 feet; thence South 15°40'34" East. 148.00 feet; thence South 29°18'16" East, 163.40 feet; thence South 40°36'47" East. 102.38 feet; thence South 37°39'33" East. 65.45 feet; thence South 38°3721" East. 116.18 feet; thence South 12°53'43" East. 92.54 feet; thence South 30°27'38" East. 50.65 feet; thence South 75°50'S6" East. 65.75 feet; thence South 87°24'55" East. 86.41 feet; thence South 75°52'S1" East, 76.90 feet; thence South 47°34'24" East, 40.41 feet; thence South 87°46'S5" East. 105.09 feet; thence South 56°05'17" East, 41.39 feet thence South 77°16'41" East. 50.74 feet to a point on the Easteriy line of the Northwest quarter of the Southeast quarter fying 216.63 feet South of the Northeast comer of said Northwest quarter of the Southeast quarter; thence Northeriy along said Easteriy line and the Easterly line of the Southwest quarter of the Northeast quarter to the Point of Beginning. AND EXCEPT any portion of the following described parcel lying within said Southwest quaRer of the Northeast quarter: , . Page 10 0! 18 inctuding outGne Exhibits'C.3', `C.4'.'C.5' d'D.2' Sheqey Lake Reueational Easement . , ' - . , . • . , 4069788 Page: 12 af 19 01 f 161199 10:8 TMmT Otl. IfIF I1K 0 EA5 125.00 . S~ne Co. a. That portion of the North Haff of Section 24, Township 25 North, Range 44 East, W.M., more particutarty described as follows; 9EG1NNiNG at the Southwest Comer of the North Half of the Southeast.Quarter of the Northwest Quarter of said Section 24; thence North 00°2848" East, atong the West Line of the North Half of 'the Southeast Quartet of the Northwest , Quarter of said Section 24; a distance of 646.39 feet to the Southerly Right of Way Line of Fourth Ave.; thence South 89°14'17" East, atong said Right of Way a distance of 1345.13 feet to the True Point of Beginning; thence leaving said Right of Way Nocth 72°29'23" East. a distance of 94.00 feet; thence South 11 °50'44" Ea'st, a distance of 149.02 feet; thence South 62°3645" West. a distance of 180.56 ieet to the beginning of a curve concave to the Southeast artd having a radius of 465.00 feet; thence Westeriy along said curve through a central angle of 06°0131" an arc distance of 48.91 feet; thence Narth 33°2446" West, a distance 46.18 feet; thence North 00°15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 feet to the beginning of a curve concave to the Northwest and having a radius of 380.00 feet; thence Northerly along said curve through a centrat angle of 13°31'31" an arc distance-, of 89.70 feet; to the said Right of Way of Fourth Ave; thence South 89°14'17" . East, atong said Right of Way a distance of 16.17 feet to the True Point of Beginning. , AND EXCEPT from Parcel 2& 3. Lot 1. Bfock 1 of the Final Plat of Shel{ey Lake ' at 506 N. Sheliey Lake Lane. See Exh~bit `C.5". . Page 11 ot 18 including outline ExhiDrts 'C.3'. 'C.4'. 'C.5' b'D.2' 5!►eltey Lalce Recreationat Easement . . , _ . , ~ . • - . . . ~ 4069788 . Page: 13 af 19 0111611991 10:0 ~ ~ $2JO sAane Co. 1R_ - see: Exnroit -or ror outnns That portion of the Southwest quarter af the Northeast quarter and the Northwest quarter of the Southeast quarter ir) Section 24, Township 25 NorthRanQe 44 - East, W.M.. County of Spokane. State of Washington, described as foilows: BEGINNfNG at the Northeast comer of the said Southwest quarter of the Northeast quarter. thence North 89017'15" West, a distance of 234.82 feet thence South 39027'30" West, 433.65 feet; thence South 43009'41" West, 195.69 feet; thence South 51 °47'38" West, 121.44 feet; thence South- 19004'45" West. 123.25 feet; thence South 6039'21" VNest, 143.11 feet; thence South 15°40'34" East, 148.00 feet; thence South 29°18'16" East. 163.40 feet; thence South . 40036'47" East, 102.38 feet; thence South 37°39'33" East, 65.45 feet; ihence South 38°37'21" East. 116.18 feet; ihence South 1205343" East, 92.5d *feet; thence South 30°27'38" East" 50.65 feet; thence South 75050'56" East, 65.75 feet; thence South 87024'55" East. 86.41 feet; thence South 75052'51" East. . 76.90 feet; thence South 47034`24" East. 40.41 feet; thence South 87046'55" East. 105.09 feet; thence South 56005'17" East. 41.39 feet; thence South* ~ 77016'41" East. 50.74 feet to a point on the Easterly line of the Northwest quarter of the Southeast quarter tying 216.63 feet South of the Northeast comer of said Northwest quarter of the Southeast quarter; thence Northerly along said Easterty line and the Easterty line of the Southwest quarter of the Northeast quarter to the . Point of Beginning. . . Page 12 ot 18 fnciuding outine ExAbds'C.3'. 'C.4'.'C.5' a'0.2' Sheltey I.ake RecreaCwnai Easement i . . " , , , _ . _ , - - - - - ~ 4069788 Page: 11 of 19 . • y 01116l1991 10:45A RpNS~{ ON. 1 ilE INS-CO EAS S26.00 Sbokanc Co. d# _ . ExH t g IT «c„ See: EzAiblt "C.4' 3 C.S' }or out)tne LEGAL DESCRIPTION ' F4R FlNAL PLAT OF SHELLEY LAKE That Portion of ihe North Haif of Sec#Qn 24 -T,25 N_. R.44 E_, YV.M.. Spokane County. State of Washington more particulariy described as fotlows; Beginning at the Southwest Comer of the North Ha{f of the Southeast Quarter of the Northwest Quarter of said Section 24; thence N.00028'48"E.. along the West Line of the said last mentioned a distance of 646.39 feet to the Southeriy Right of Way Line of Fourth Ave. as it now exists 40.00 feet in width; thence S.89014'17"E.. along said Right of Way a distance of 1345.13 feet; thenoe leaving said Right of Way N.72029'23"E., a distance of 94.00 feet; thence 5.11 050'44"E., a distance of 149.02 feet; thenae S.270231 5"E.. a distanoe of 30.00 feet thence S.6203645"VY.. a distance of 40.10 feet; thence S.27023'15"E.. a distance of 136.13 feet to a point ~ on the Ordinary High Water Line. Elevation 2009.1 (N.G.V.D.) of Shelley Lake as estabrshed per field invesbgation by Mr. Doug Pineo. Washington State . Department of Eootogy on 26 Mar.ch, 1993, thence proceeding along said Qrdinary High Water Line of Shelley.Lake the fotlowing four (14) courses: 1.) S.61011'22"W., a distance of 33.11 feet; 2.) S.56002'59"W.. a distance of 83.75 feet; . 3.) S.50°53'14"W., a distance of 88.73 feet; . 4.j S.41°54'42:W.. a distance of 31.99 feet to the East Line of said North Naff of the Southeast Quarter of the Northwest Quarter of Section 24; 5.) S.4105442"W., a distance of 62.60 feet; 6.) S.49045'56"V1t., a distance of 82.93 feet; 7.) S.42021'18'1N.. a distance of 92.97 feet; 8.) S.41035'30"W.. a distance of 97.85 feet; 9.) S.4104523"W.. a distanae of 95.58 feet; 10.) S.40°47'03"VN.. a distance of 96,30 feet; 11.) S.37029'53"W., a distance of 95.62 feet; 12.) S.32019'41"IN., a distance of 94.99 feet; . 13.) 5.44°45'31`1N., a distance of 59.09 feet; 14.} S.28010'40"W., a distance of 68.12 feet; thence ieaving said Ordinary High Water Line of Shelley Lake, S.75°57'43"W., a distance of 67.13 feet; thence N.61°53'00"W., a distance of 320.00 feet to the . beginning of a curve concave to the Southeast and having a radius of 380.00 feet . Page 13 oi 18 inctudmg autrine Exhibits 'C.1, 'C.4'. 'C.5' b'D1' 'SAeOey Lake Recreational Easement - • • _ - . - - - - ~ , 4069788 hgt: 15 of 19 01l161i991 10:6 oSkAt Qli. 1111F Ks 00 fAS 515.90 Sbokane Go. Tt (from which point a radial line bears S.62028'11"E.); thence Northeriy alone said curve through a central angle of 00035'11' an arc distance of 3.89 feet;- thence _ N.2810OT00"E.. a distance of 313.08 feet to the beginning of a curve ooncave to the Southeast and having a radius of 745.00 feet; thence Northerty along said curve . through a oentral angle of 01042'12" an arc distanoe of 22.15 feet to the South Line of said North Hatf of the Southeast Quarter of the Northwest Quarter; thence N.89012'57'1N., along said South line a distance of 593.94 feet to the Point of . Beginning. ° Containing 24.38 acres more or less. NOTE: Lot 1, Biock 1, of the Final Plat of Shelley Lake has been retained by . Ralph & Lula Rice as their primary residence at 506 N. Shelley Lake Lane. See ' Exhibit 'C.5' - . 1 Paqe 14 of 18 induding ovq'me Exhbits'C.3'.'C.4','C.5' b`D.2' Shet{ey Lake Recteationaf EasemeM • ' r r . . . . . , ' • 4069788 . hp: 16 of 19 ' 011161199 14:6 AAh111I41i, TItIE INS C4 fAS - $26.06 ~ IR - Pre im ' inary P at o_f E.4,ht'K Prvpm-fAj ►.wthm„Bmxxbry - Sheile.y Lake PUD- ° Ion - . IPROXM7Y DRAWWG ONLY! r ~ a wt~ p-W" x s ~ $saE.►LILT ~~1 ` 13- 32 31 . 34 33 • EXhblt `Ci!' , LR-f2 ~D) < S~ ~ Fm31 Platf41*oNf+, Sh~,BeYuLBlc9 PIJD "~.1 40 3e 37 a 30 ~ - 3 29 ' ~-S~ 1 2~~ S 6 7 a 9 t~ » Q ~ ~ 20 21 22 23 Za 75 2s 27 U v O Q T jn ' / 9 n~ a e 16 ~~~Ey • } , q 7 15 (~'i F`~ U q Q ~ , s a K N s.~.. ~ c~c~. 00 : 12 < 9 t A Zo 21 12 ~ 8 .C 7 2 p 8 9 AoL= t 5 s 3 2~ ~ F~,yr~reYL . -a s "B" ~ ~n •C• ~ ~ sHiAKE Y H[BtT PROPERTY ~ ~t o~ ~ sheaey t_atce PUD z' 21 A cr e s ~ ~~+s1FD eL1JO~R+r tl~ES ~ s u e Reoreo4.r°r'°l u ~ ~ r zo - ~ s~6 n s 7 e 9 ti 23 24 S ~ • 3 • 4 S 8 3 26 = t ' ~ • ~ 27 ' 26 d 24 23 ~ n ~ 9 29 43 21 O PAcaa 1 3 4 S' 6 20 n 30 21 12 33 42 E~crv~a . : 3 p ~ nr w.r ►o • wu. ..e a:a r►~«+ ' Q at , u 9 20 21 9 a prawt+0 not Ie reab 1 2 3 ♦ p t6 5 x ~ FlfjY : Exhibi# "C.3" a.~ ~ ~ ' ' a .g ~ xT JC) „ ACC= "c sHBlra.oca .s s SR (E ,rhc~ ~ . W+~ vrw /~~A 6 D T1 Q ~ ~ ~ . wwi ~ ~ ~ 7 x E 22 23 x ~ 12 R.P. MELVILLE 2i ~ Q ~ < am►. ~l A ~ ~ 25 •stiEivt»~awu 3 1 9 Q 27 JO nots E. Uprtv.r oTtv• W~ e zo 0 Spokine, WashMptoa 99200-4544 Ip n (509) 924-8000. Fsx (509) 921-0968 r 28 29 Effet melv39@rT1e1v1Cl16t ~ htemet http•I/wwwmelvile.rset E,4'°bti W R`per-ty SO1A}""' Bx,"by located 'm Spokaa. ,WA at tfie carner ot 4th & Conlct'in ' • 4469788 • ' Pige; 11 of 19 . 01;16!1991 -10;451 . • ' WS A V. i il i fS A fAS S2b,0u Scokang Co, WA ,""Ta u"Z 7NXNC [QlAY AlClTW! CDtiVICA1L MMA TMti !9 iRAC1 40 ~ ~t~I roRM xW.~lt raAfn ~vD4t + I_ r lj M~f~~r w~ ; f~MMil w~'~gy~ 00 ~ - ' ~ 1 R I ~ ~f~, jy ~ 1 ; ~r •~i j~ ~1Q~ ~1 '1C~) )68~! ~ ♦ ` ` ` t . ~ , ` LW ~ ]111wwwL■ . IAY ~ r . Y ~r.~ W p~} 1~ , O ~ I ~t MOAtb - ~ ~ ' ~ ' ~ ~ AIlY w ry1 ~ A ,"1 ~ A IK O ♦ I; ~ ~~'(`'e t / ~ ~ti• ` ~ ~ f:M1 I .0 ~ 60- !~r ~ ` `s•~., ° g (ID R ~ =.a 41 ~ ~ i'~ • tia~ ` t~~ 1~„~ ~i ~ 'sr ~ ! ' ~ ~1 a a a ~ ~ ~ ~ ~ ! { n• ~ ~w rRL r~, ~ ~n ` 1 M Q ~ 1~ 1 l700 ~~YV ~ I" JS I ~ , + ♦ ~ . e mae t~ izmmv ~ XM O V II~Y10M ~ ^F ~ Y wr -w wnc+w 16 O f ' ~ • . ~ '~i~P~010l1 w~ M -_.If rw T Y~ ~MY~Y M •r~M~~ ~I 4spowo M YWwFD~~ 1/M~ e ~JM ~I f w~m~iy p~y~~yrN~ ~Gr~N ~ C1K IM{.~ , ~ p ~ ~~r ~ FI~fI llvflY•S *P1~ 1 ►ist 1r. M'JS v 6E/R1M ~ SHflILEY LAKE ~ ~,~p~, ~~""r; ~w~~'„Y,`;; • OEVElOP1AFNT9 uo~ K a.w.+. twi~ ~ ► o. / ~ , w~ nso~ a'~►,~,', , ~ wrrcrarS hc~ru NM+n. (601) NI•l1i1 ~ • , ~Q ~ / ."L"i ~w a b**Yy Me.MM 1ft r ~ Al1'1}Vi^I S1AifJ011 ~ E b{b~C~o.4' ~ rMAL ruY a MMV' , ~ ~t"#•~d b'i ~ SHELLEY LAKE ' . `r ~w.ur ~ r„C ►..w ~.en ,o, „,ihft" V. b"of"oerA, . w ~.~w r r r+~ 1wrwN ~'41I1~i (~wMl M M MrM WII M 00 Mw M 11W W~II r~M1 ~ ~NN~ IA INM. ~NIMLL~ `~T 2 CF 3 M+w O~tn MwMw . 4069788 ' . pa9e; 18 of 19 . i 01l16It99110;Q51► ; • . RAiVu 01, i il 3 ~Ek: ~26,Ou Spoka~c Go, ~11 . I gourc cam AWraas CEPT,r-na N~~ ~r. ;I =~'•"mi~ SHEIIEY LAKB qsari ~ OEYFLOVIAENT8 6106 K 6W10 0 Exhiblt 0C.5' I OMd~► {pMu*ti WA 9I201 no GKAtOA" ~ Q Isoq 447•:uS 8 ~ si a~py TkA[T 40 Mww1 Ip ' ow~t ~A{ • • r ~ ♦ r ~ ~ . . ~.if.r. r'~~' ' ~ . ~ 1 ~ • w~2~i e~ 1 .w • ~ . i 1K. MMVLLE A. ~ 6Q 9W 1 d I ~ W~ fY M ~I~1 I MTa u,,e . ua" pp,M ~wu wn aa4 *t~,A i+la t ~ w ~ ' ► r~nn. ro, n r , ~ i ~ ~4 ' µd, ►G/~ ~ K!/4 (014 MNd1~I~a0.~ ~ ~9 ~rM~~~w~M~1~ 1 ~ 1 ♦ T V~N~ ~ ~ ~ 1MA~D ~ ~ ~w aia T 4 ~ ~ qOuw Rw , -~^f,}~ ~ ~ 0 ~04-*`: 60/4 Icv4 ~ ' , 7 to ~ .e.wr~r•w~w~ ~ ~ O ee.~~+v+w ~r ~~~«+n~r ~ ~ ~ •L1.VL~►«.rrw . ~ ~ . ~ • 4~S}~w•.,.... !"~4 • ~ ~'rN.~ ~+wA ~ . 0 0 rtq6lr~v~,wMw • ' ~rv. ` U1~ID~IkKR •id~~rww~n , t • ` 'A crr+„a or TRAW ,r sec,iov eRcAxro++ - m'°'""" eaoartos 12 oltf4~a~~~ ratp+ ~J~E ~ ~,'~'r 0 w • 0 wwZew.o 0 {-r,~...•• . ►aRTM AK ' ~prL "L» ~v' 'wr~w.► r~~ ~ • yA•~JS Gr~RRRll~NAy09 p~~i+ir ' / o OC1C1 M4 VK ~ . .r~r iiSt°w ~ ' • 6 6' " /1YL 4W ~ alMYOR N=S, ~.4• ALLtFK1' ftAiCKJIt ' • ~i e ~'E ~i - PFMeR iiPQT '4-M-VA1C STItLI idt IOTS~I T~►AU SCTSACKS 10 B.OD! 1 /WAl /lAT 0/ . . . /41 Np Mer1N Ip SNEtLEY LAKE . ~w.r f ~ M►r.w1 ui a.w~•«u ~ r'' IININ / Y MMM W1 11 ; ~ 1p fti 11ML fiNlMh4 • ,~,....W SfEET 9 Of 1 . . . 4069788 , . Pdgt: 19 of 19 011161199110;454 1RAHSA 01, i.ilE 3 ~ fAS S26,0u Spokme Co, TA + Exhlbit "0.2" ° NDlfi aMnqwW 1~~~w1 MN MNN~ M Mu w1M in• wrwuu w~aw W~ 1M N~~q~ IM ~W M~11 . Q14N1►fY MQA W6IN EIWN{OR 2,OO/J 11 MiMWM M IeW NwM MNM M 11ooHMM NIMiM pof t►dd Inrallpaqon by W. Doup Plnee ~ h e.l I e y L a k e r/Wuh iL DOE fn MucA YI, 1/17 W/4 OF THE SE1/4 aed 1utroy 0y M4nd /stlllo 801911160finp . on unoD 74 nH. IIoIaIne1 Rlu land • wolt 4ovnduy. ~ sn.ller L.w. ►uo ' . an.u.r Le►• rua ' Pl.t ►eopalr ►a~ vapaty . . I . ~ . . Mcn~UM ~ ~ ~ • ~ . . ~ ~ ~ ~ I~~~T~M Ar~~ . ~ , • • ~ • + ~ , ~ ~ 1 • . ~ • • • 1.11~OMOl ~ • ~ i • ~ . ~ , ~ r ~ . . • ~ o« 10M ,»+n+r ,Aar 4N* 1wnasttoft • Fad~ d~~( rw D" M Arsl • ~ . o . ~ ~ ~~.i. Z./f10MOl • ~.I.~ ~ . ~ . ~ . . ~ . • ~ ~ ~ ~ . ~ . . ~ . . . AMZ ~ t U,gppn 1Mf,P11 t • ~ n ~ • . . • ~ ~ • . ~ . • . ~ . ~ . O • ~ ' ' / '~I , r \ ~ 60.00 • / ~ ~ . 1UtA1~lANwT Th&! • ~ ~ v.17KL`~ . laZtilwJ' . ~ ~ . Sw4/4 OF Th£ nEl/4 RNaIned R►or load rluuallomhk• petafno0 Rk• - a.l.mrot w taIT oa•s woL. 006E04 ` land NonA p BMII~r l~k~ ►UO F~t~lnt~1 Nk~ ~ Mn4 ues lylnp wtllde 1Ae •n~onl N loundirY 4~ . PNI PropNtr l►n0 Bon1A 14.62 tep* 1101. The$* Ilpwu wOn ~ Io~nenr Oolu~lned Irom CAD oakuwtlon~ wltA Anorn awr•y 46146 'rM aN a oonlw. . , . suMoO Rla land [ut Ianderr Ilna o) balllu 0roo1 no nof surwre4 ~ a ~ . I awM ~ N wwsw , I ~v ? . v Mw M bwM MM ir fri 1mw1 IWft MW'w1 M I IAKg WUNDATION, R90II9Af10NA1, EAI@MiN? A1q lANO AREA MA/ fOR 11CANp ~ ""-"`E RETAINED RICE LAND ri~C eN~~4 r 1 w Y~ Nf WM N* Me IM NM 6r'~ . ^ ~ r► ~ . . ' l~o~ld b Hotl 24, TorrwR~ t{li Mnp* 1/ lWW. ww, O&o Mn wo« M ~o.~M. c~w~q,'w~~a~iM `Y WI r i• 1 ♦M~1 M N r~ YAMY~ N,: 1►1ELLY40.000 . ..J ~i~ • • - . • , r ~ , _ . , . - ~ , , ~ ~ 4069787 Pagr: 1 of 19 011161190 10:$5Il MlISNNiIOH. i ilE 1NS 4 FAS $26.06 . ~karie CO. IR . RecnmAddress ~ Narae BENNEI'T. A.S4iFNBRENER b DiAVID9W, P.S. . qddnc.ss 140 S. Arthwc-, #600 - Citp, stete ,Zip Spokane, W11 99202 - ` lb~> Documcnt Title(s) (or transactions oontaiaod thucin): C~ i)Rl`''~•: . ; E°r!?tr~ r EAS i. 3. . 4. • ~ N~1~~NN ~N~ N~ ~~N~~ ~~~HNa~ ~~~N~NN N~~NN~NN~~~~R1~~~ ~N~~ 1~~1~1 ~N~N~NN~N~N~~NN~MN~~~N~NN~~M/N~' IteferYnce Plnmbcr(:) of Documwb ausigacd, or rcJessed: ~ (oa page , of documenLs(s)) GruitOr(S) (I.ast aame firsl, tDca 5rst name and iaitials ) • , ~ ' ~ C& G PAfrINEftsti IP Z,SCO►1'SERG. Naani Ca therine - ' 3•RICE, Grant C. ' 4•SHELLY LAKE DEVELOPMEN!'S • 5. MELVILLE, Daniel P. & Mary R. _ • 5. Addidonal nama oa page of docvment • Grxotet(!) (-ist name fitst, thca tust tsame aad initial5j . . 1. The Public 2. 3. 4. ' 5. Addjtjonal rmmu on pagc of doct,meuL • ~~~~1~N~N~N~~N~H ~N~N~N~HN~~ ~ ~NNN~~~~ N ~ N~~~~ ~ ~~~N NN~~~~~Nr~~ ~H~NN~~N ~NH~~H NfNlNN~~~N~N~~N~NN~~~ Legal dauiptton (abbrcviatod: I.e, lot. block plat ot soction. towaship, rangt) AdQitional leg,a] is on page $-14 af docuiacat. NN~Na~a~~~~ N~~►~~~~~~~N~~~~~~s~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~N~~~~~N~~~~~~~~~~N~N~~~~~~N~~N1a~aM~~s~~ Assessor's Piropcrty Tiz ParceVAcconat Nnmber ' . Additional lcgal is on pagc 8-14 of doCumeat. - . The AnditodRccorder rn'ri rcly on the taformittion provided on the form. The sft![ wiri nat read the documret to verify the ikecuncr or complctenas a[ the Indering informittion prwtdcd 6erda WASIIIKCTON STAT1: COUMY AUDirOR/RP.QORDER'S ' INDECSNC FORM (Co►er Saod) Fona 7265-2 ' , 1 e-~ . ~ - ' , ~ ~ , o~ J, ; :t ~ Cj r J ~ ( : • . - ;f ; l FllEtl ON RE; ,IROEO ' Hhen Recorded, RdtuFn To : ZRANSA~1fRICA nTU = • . RCQUESi :F . BENNEZ`T b ASHENBRENER, P . S . 104 .South ArthUr, #600 Nov 13 1 27PH !q J2 Spokane, WA ' 99202 , Yi1Ll.iAN E. (10H~1H41~ AuunuR spuKntIE CquN1Y WAIM. . . . eEPuTY . . 9211230C . ` 23 ~ HEHORANDUM OF LEASE AGREEHENT . . : Notice is hereby given that on the first day of November, 1992, R.ALPH H. • ; and LUI.A U. RICB, huaband and wife; NAOMI CATHERINB• SCOTBERO, a married womaa dealinq in her sole and separate property; and GRANT C. RIC$, a married man ' . ~~:f: . dealing in his sole and separate property; hereinafter referred to as "Lessor", and ROBEAT L. and I.AURA J. HEITMAN, husband and wife; and RICBARD r''•'~ C. and JANICE D. NELSON, husband and wife; hereinafter referred to as "Lessee", executed a Lease and Option to Purchase Agreement whereby Lessors are leasing real estate to Lessees and have agreed to allow Lessees to :1~ . purchase same under certain terms and conditions, the real estate which is the aubject of euch Lease Agreement and Option to Purchase being leqally - described on the attached Exhibit "A" which is by this reference incorporated herein, and which real property lies within Spokane County, Washington. t-- : -Dated this first-day_of November, 1992. v~~=.: ~~y~- ~ J ' ' . ` L~'__. ' JY ' / I ` I .~/~iV ~ • I . RALPH H. R•~ LULA H. RICE , . ~ 'na~9rru.w ~e.Abtar 'ZL"r-rt` C • /~.C-e ,I 9 ~ - NAOMI CATHERINE SCOTBERG GRANT C. RICE - . • . STATE OF WASHZNGTON ) • ) se. COUNTY OF SPORANE ) On this Lday pereonally appeared before me RALPH A. RICE and LULA H. RICE, • . husband and wife, to me known to be the individuals that executed the foregoing inetrument, and acknowledged the said instrument to be their free and voluntary act and deed, for the uses and pur oses therein mentioned. = GIVEH under my hand and official seal th' ~ day o November, 1992. Notary Public in-~' and f or the State of Washington, residing at S okane. My commission expires: - ~ . . . ,T _ ~ - . ' . . . ~ , ' • . - - . • . • . . . . • . , . , • • ' . : ' . . , ' , _ . , . . ' . . • . . : . . . • _ • • - - , - • . . - : . ' . • - • ' - . _ . - • ' • • • ' ' . , • . . ' . . : . ' . , _ ' _ ' • • • ' . ~ ' ' • ` • , STATE OF WASHINGTON ) - ~ . , ' ) ss.• • ' COT3NTY.. SPORANE j YQL. 13 6 5 PACE J 0. . _ On this day pereonall.y, appeared bef ore me NAOMI CATBERINE SCOTBERG, a married • woman - dealing in her sole and separate property, to me known to be the individual that executedthe foregoing instrument, and acknowledged the said , inatzument- to be her free and voluntary act and deed, for the uses and purpoees-therein mentioned. t;IVEN under my hand and official seal t i day of November, 1992. ; • - ' Nbt`-ary Public in tand for the State of - Washington, reaiding ~ . ~ My . . commission expires: ' STATS OF ) . . ) ss. ' . - ` COUNTY OF On this day persona2ly appeared before me GRANT C. RICE, a married man dealing in his sole and separate property, to me known to be the individual that executed the foregoing instrwnent, and acknowledged the said instrwnent to•be.his free and voluntary act and deed, for the nses and purposes therein . mentioned. "QIVEH under my hand and official seal this ~ day of November, 1992. r_ . (-A ` - - Ei[zpaErH wLL Pubiic in and for th State of ' ~ ~ • : • + ~ ~ Notn Pubk - , residing at Q,oJ My - . • s%&csots.xs commission expizes: - ' ? o. ,,y c«r+~++, E,~, o..o~as ' - - • . . . " / . • 4 . • •9\dx\ehsis\r*\r1c2Ee1.1*• - 1 . , _ti , _ . : , . . . , . • • . . . . . . ' . . . . . . . " , - ; , i.. ' . ' • . . • ' • . + : ' . . : . , . : ' • , „ . . : ~•f . . - . ' ' _ ' . . " . . • • , , ' . ' . ' . . • , . . . . . , . , , . . . . . : , . . . • . • • • ' ' • . , . . ' • • . ' ' . . . . • . , _ • ' . - ' , " . ' ' • ' , . . . . • , " ' . . , ' . . . . . • , . . - . . . . . . y . 't. - - , ' . . . . ' . . : • ' _ . ' ' ' . • - . YOI. ' D PAU JU;~ , . . • "LEASED/OP'I70NED PROPERTY" LEGAL DESCRIPTION ' • . . ' ` Ethihit "A' ~ r . PARCEL 1 - j ~ - . , • ~ 1 • That portion of the Nortttwest quartef of the Northeast quarter of Section 24, Township 25 -North, Range 44 East,11~"~I.,lying South of the right of way of the Chicago, Milwaukee, St. --'Paut and Paci6c Railroad Co., , ~ . EXCEPT Conk2in Road No. 1252 as conveyed by Document No. 874149A; and . . * V EXCEPT the East 165 feet of the North 285 teet of said parcel; and - EXCEPT the East 404 feet of the South 200 feet of said parcel; . .`Situate in the County of Spokane, State of Washington. :e~ . PARCEL 2 . 'Ibe Southeast quarter of the Northwest quarter~e North 671.75 [eet of the Northeast quarier of the Southwest quarter of Section 24,Township 25 North, Range 44 East, `V.M.: EXCEPT)T?►at portion of the East half of the Southwest ~ Quarter of the Northeast Quarter - ~ -tH'e"'Northwest Quarter of the Southeast Quarter, beginning at the Northeast corner of ~ ~ the Southwest Quartef of the Northeast Quarter, thence west along the Northerfy boundary ( of the Southwest Quarter o( the Northeast Quarter 400 feet, thence South to the "Ordina High Water Mark" of Shelley I.ake, thence Southerly along the Fasterly border of th "Ordinary High Water Mark" of Shelley Lake to the Easterly boundary of the Northwest Quarter of the Southeast Quarter, thence Northerty to the true point of beginning, subject to . a perpetual easement to "Association" for a potential pathway within no more than Fi(ty {SO} P Feet horizontal from the "Ordinary High Wa;er Mark" toward the "Shoreiine 'Areas" 3 r including associated potenhal landscaping, and accessones desired for the bcnefit of said ~ . ?ASSOCiation" by "Lessee" which may be resuc~nably approved by "l,,essorand , . ~ -=XCEP'-it portion of the Ga.st hal( of thc Wcst half of Section 24, Township ZS North, . . ' _ ange-44 C.tiV.M., described as foilows: L3EGlNNING at the interseclio,i of the West line of the Northc:ut Quarter oi the SvutMvest Quarter of said Section 24 with the Norih line of ROTCHFORD ACEtC TRAC1'S, as per . ' plal thereof recorded in Volume 12 of Plats, pages 2 and 3; thence South 89°l3'19" E.1st, r~a(ong the North iine of said Rotchford Acre Tracts, a distance of 976.75 feet to Ihe Northeut ; . corner o( Lot 15, d(ock 4 of RotciiforJ Acre Tracts and the beginning vf a nontangent eurve concave to the Southwest having a radius oi 560.00 feet. to wliich pvint a raJial line bears South 89°13'i9" East; thence Northwestrrty, atung the are through a central angle of " 53002'28a distance of 518.42 feet to the beginning of. a reverse curve conc, ve to the East . . (30) Y~y , ~ .'-cfs; ' • _ • . . . . . • ` . • - . . , _..A' t•• . • . ':i'.• ' ' . . ~ : . , ♦ . • • . . , . . ' . ' . • . " . r ~ l. ' • ! ' ' ' • Y _ • ' ,tt•. . s• • !.1. • . . .t._ . _ • i. " . • . . • . . ` . :!"ti1,._ . .'l•'~ • • . . . ' . ' • , . , . , . : - • :i•' ' ; : , ' - - . • 'e - , . . • , ' . • . ' , . 1• . . . - . . : • , . . . . ' ' . , • .I•• . - . •Al~., " • • •t • • . • • , . , • - . - . •r• r+ _ - . , . . . • ~ t.". . ` . t . ' - : , • ' . . . • • _ . • . . f ' . ' • , ; _ _ i; c~ ^ . ` . : • ' • • . • • . . . . ` ' • . ; Y , • . • . . ' ~ • . • . . . • . 13 6 J PbGE . Ol. having a radius of"560.00 feet; thence Northerty, along the arc through a central angle of 76°10'04". a distance bf 744'.45 feet to the beginning of a reverse curve concave to the ~NoTthwest having a raJius oE 56010 feet; thcnce Nortberiy, along the arc through a central angle of 23°28'4T, a distance of 229.49 feet to the North line of the South halE of the ••f Southeast Quarter of the Northwest Quarter of Section 24; thence North 89°12'47" West, ; along said North iine a distance of 630.73 feet to the Northwest corner of the Souih half of : the Southeast Quarter of the Northwest Quarier of said Section 24; thence South 00°29'04" . West, along the West line oE the South half of the Southeast Quarter of the Northwest • Quarter of said Section, a distanoe of 666.66 feet to the Northwest corner of the Northeast Quarter oE the Southwest Quarter of said Section; thence South 0°09'56" West, along the ' West line of the Northeast Quarter of the Sout6west Quarier of Section 24, a distance of : 671.79 feet to the point of beginning; AN ' EJ~CEPT~ 'ourth Avenue Road t~to. 1252 Zs co -ed bY Documcnt Nas. 834305 and ~ ~ . 83430fi;~ • . . r . EXCEPT a portion of the Northeast quarter of the Northeast quarter of the Southeast quarier of the Northwest,quarter as outiined in the attached map, Exhibit "B" as being part of theexcepted present residenoe of "LeS.sor" and to be de6nitively determined by future survey. - Situate in the County of Spokane, State of Washington. . ~ • ' PARCEL 3 , . . . - The Southwest quarter of the Northeast quarter qjlie Northeast quarter of the Southwest quarter of Section 24, Tovmship 25 North, RangeF.,ast, W.M.; EXCEPT Fourth Avenue Road as conveyed by Document Nos. 834305 and 834306; and ; . . EXCEPT a portion of the Northwest quarter of the Northwest quarter of the Southwest quarter o f the Northeast quarter as out line d in t he atta c he d map, E x hi bit " B" as being part o f the excepted present residence of "L.essor" and to be definitively determined by future survey. • ~ Siiuate in the Cou»ty of Spokane. State of Wa.:hington. . ; . • . ' ' • w+~ - . - - .i.. . . {31} . . . . . ~ , . . ~ .~~..~.._.....r... . . • . ..r..~.~ . . . ` . . . . . , . . ' • • . _ ' • . • . ' • - . ' ' . . ' . ' • ' . • . . . . . - , ; _ . . . . , . • • ' ' . ' - ' , ' • ' - . " . . ' ,z'::,,' • . - . . . . - ' . •9 . ' • " • ' • - • . . • 3 • . _ . . . . Adikkk . . . , i ~ . . • . KfLpnntrwtD us[ arro 10N1KG f0R rnt / wi~~u~ Rwir ~ l1VFSf LLS otrtLo~ntar or s►xutr L~t Ir•►au { KK~f[ I! fAtU~lOlf? ~ 111~ ~ (wr~ p~.ri T. 1~~~~~11 •I ; . ' ' , (ONqylftl wtt~ 4mK! Irry, i r~l1 i~rt ri~~~~ N~~~~~.~1~~ i ~ K411~fRipl+tiMl~ , ~ UR') IMOnurotiur~d Hones► ~N...~~iw ' ' • . ' . ~ Ita 0f1. ~ flall~~ lMl IOID (l N~yIIM ~ f1 tl w o iwan IJ. . . OC fQ .~.~.r.». . . ' , . ' . ~nr~ • .r, wi.r , . ' . 0,401 ~f 1.a 46100a . ~ 1140 Nrtrr V•!! . ~ If U • We iM ~ • . . .0 V~I . . if l1 r hKri V•Il . . ~ ~ u K V i~f ~ ` LL"~,~',~°'~"~tl'."__~,«,~'~:' ~ , • ' . Wvl H 11•11 hN~MI .~!1 Y M rDYf Ilt AVf ~vf r ^ ~1'~ i~•;!'~~ . . 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I~ i ~ ~ „ qer~fl t' ~ • ` • . ~ Ii~~p~N! r ~ ~ • ~ ~ ~ ~ , . , 1/1 IMI (~1~11~►111~I W1 ' A1 "M" ~ , , . . ~5• • ~ ' • ~ ~ . tc.nr.v fut w.t ~ ~ r ' . , , • ~ . ' ; , ~ . ius1' sKtttr I ~ pU.nt WIl ~ ' • . . i+M~/00N~1 . ( ~ ~ 7rtiD~flHlt• 0'• , i ~ • • ' , i , . . , , • . ' • ~ , • ~ ' . r 1 ~ ~ . , ....I' . . ~ , . • ` , . ..r. , . t,•' , , ' ~ .,,•~n' . , . . . ' . . , . n. ~ ~ ~ • .i~' ~ ~ ' , rl~~ ~p , . . ^ ~ r • . ?r . ..~v. ~ ,r. ~~i~~ ~ a' , i ~ + ~ ~ , , , . , . . . i . , ~ . ~ ' ~ . 1, , , ~ . . ' , • . . . ~ , • , . i.~ ~y,• r, v ~ , .':i:"~ ~ . e . , • ' ' • , , , , , , . . , , r,s~' , , ~ ~ ~ , . , , v . ~'s:- • . . . , / ' ' ; . ' , . ' , ' , . . ' , ' : ~ , • ~ . . • - • , , , ' ' ~ , . . • . , ~ ' • ' . , , • , , , • . , ,y.,;. ,i.;.~;..:a~'' ,5;~ ~;c. • ' , • . .li;' . , . , . . . . . . . . . . ~!iNll/lll.,l ~ :f'.~. ~1tr' .a~ ~'~1'~ . ^ . ' ~ ~ . L:~ ~ .,.4 ~.I~•• . . ~ . . ' ~ . . . ~ . . . ' . . ' ~ • - . . . • ' ' , . . . . . , i : . ' . ' • - . . ~ • • ' ' , e . . ~ , •9 .;,~v 1 . . . : ' , . . . f• . • • • C~ b.Z . ' ~ • • , ' • - , . , • . . ~ . . . _ . • ' • • . . . . . . - . . . . . . _ . . . . - . ; . . . . _ . . . . _ . . . . . . . . : . . • . _ 9602280041 YOI. HEMORANDUM UF AHENDED I,EASE AGREEMENT NOTZCE IS HEREBY GIVEN that on the 5th day of February, 1996, C& G PARTNERSHIP, a Washington qeneral partnership; NAOMI CATSERINE SCOTBERG, a married woman dealinq in her sole and separate property; and GRANT C. RICE, a married man dealing in his sole and separate property; hereinafter referred to as "Lessor," ~ and SHELLEY LAKE DEVELOPMENT, a Washington qeneral partnership, • comprieed of ROBERT L. AEITMAN as a Partner; and NELSON LUMHBR COMPANY, a Waehington corporation, as a Partner; hereinafter referred to as "Lessee," executed an Amended Lease and Option to Purchase Agreement whereby I.eseor is leasing real estate to Lessee and hae agreed to allow Lessee to purchase eame under ceztain terme and conditions, the real estate which is the subject of such I.ease Agreement and Option to Purchase being legally described on the attached Exhibit "A" which is by this reference incorporated herein, arid which real property lies within Spokane County, Waehington. Dated this 5th day of February, 1996. C & G Partriership, a , . Washington General Partnership ~ R.E. ' . Ontb• 19 By~. $ 7 urer/ ' Naomi CatherinC Sa~tberg, Partncr ' Br. c. 2 ' : A.0. .',J' • ` ~ f ~ Grant G Rice. Partner i . a~~uE s~ ya°'ac) C . Ac.Q - ~~6 Grant G Rice, Individually fED 2a ~ 49 - 11111' 414 k. DOHAHUE `~~e ,~UOIYOR SpUKAM ~ WASN. Naomi Catherine Sootberg, Individua OEPUjY ` Cdarcti ~~6oa , , . . . . - ; . . . - - - . . . _ . , . . . . • . . . . , . . - t : i: • . . - . , - . ~ . t~~ ' ' _ . ' ' . . _ . . . . . • , . . , , , . • . . : . ' • i . . . • • , • - • • , . • . . ' •.1.:•'. M. . • . . . • . • . ' ..•".Ji~` ' . . • . • • . . • . . • ' • , YOI. ~~:s U PdGE I J i, f) STATE OF WASHINGTON ) ) es. . County of Spokane ) On thie day personally appeared before me NAOMI CATAERINB SCQTZERP,r~- dealing on her own behalf, individually, and ae a Partner I.- artnerahip, described in and who executed the within and 49C4~ o strument, and acknowledged that she signed the same as ~ o voluntary' act and deed, for the usea and purposes ~tr~ii~'jAned . z G . GTVEii der my hand and official seal ia day of ' - "Feb'ttia'i-X,~~ k'996. S y~11lM~1, .4I ~ NO~~LIC in and far the S ate of Washington, residing at 'e My Commission expires: 9•/~-4? STATE OF IDAAO ) ) ss. County of Ada ) . . On this day personally appeared before me GRANT C. RICB, dealinq on his own behalf, individually, and as a Partner for C& G Partnership, described in and who executed the within and foregoinq -instrument, and acknowledged that he signed the same as his free and voiuntary act and deed, for the uBes and purpoaes therein mentio-ti-ed. ' GIVEN under my hand and official aeal this day of Febraory, 1996. . E~~C~!y''~•~ • . •L ~~cn~.ac. S~. : NOTARY PUBY,Z in and i the tate of Idaho, ~e idinq at 4t ~ • , _ . My Commissio expires:. (1a~,. : j :•y' `•:...•••.'~1'' ' - Ot • . i_ •y . . .~~rtia~lflsbeBeybt~mtaw ol~ar -2- . . • . . . : - • . . . . . . . . - • ' . ' - - • ' . . ' ' . . ' _ - ' ' • . . • - , • • • • ' • • ' . ' . • . L4aNJ0pUa► Am.ndment / 1, Fnal SqulLro 0►2R Ptint Qatw Fobruary 9,1996 - YOt. t 8 a U PA GE 1 J'; ~ "LEASED/OPT[ONED PROPERTY" LEGAL DESCRIPTION ~ ~ > Modfied legal G Exhibit W 4140 PARCEL 1 ( . That portion of the Northwest quarter of the Northeast quaster of Section 24, Township 25 Nonhiaanae 44 East, W.M., lying South of the right of way of the Chicago, ' Miiwaukee, St Paul and Pacific Railroad Co.; EXCEPT Conktin Road No. 1252 as conveyed by Document No. 874149A; AND EXCEPT the East 165 feet of the North 285 feet of said parcel; AND DCCEPT any portion ot the following described parcel lying within said Northwest quarter of Northeast quarter. - That portion of the North Half of Section 24. Township 25 North, Range 44 East, W.M., more particularty described as follows; BEGINNtNG at the Southwest Comer of the North Natf of the Southeast Gluarter of the Northwesi Quarter of said Section 24; thence North 00°2848' East, along the West Une of the North Nalf of the Southeast Duarter of the Northwest Quarter of said Section 24; a distance of 646.39 feet to 1he Southerly Right of Way Line of Fourth Ave.; thence South 89°t4'17" East, atong said Right of Way a distance of , 1345.13 feet to the True Point of Beginning; thence leaving said Right of Way North 72°2923" East, a distance of 94.00 feet; thence South 11 °50'44' East, a distance of 149.02 feet; thence South 62°36'45" West, a distance of 180.56 feet to the beginning of a curve concave to the Southeast and having a radius ot 465.00 ~ feet; thence 1Nesterty along sald curve through a central angle of 06001'31' an arc ~ dtstance of 48.91 feet thence Nonh 33°24'46" West, a distance 46.18 feet; thence ~F Nocth 00°15't2" West, a distance of 92.45 feet thence North 48°45'S9" East, a~ distance of 4259 feet to the beginning of a curve concave to the Northwest and . having a radius of 380.00 feet; thence Northeriy along said curve through a central angie of 13°31'31" an arc distance of 89.70 feet; to the said Right ot Way of Fourth ~ Ave; thence South 89°14'17' East, along said Right of Way a distance of 16.17 i feet to the True Point of Beginning. . ~ l ¢ PARCEL 2 ay tc~~ 1'he Southeast quarter of the Northwest quarter and the North 671.75 feet of the Northeast quarter of the Southwest quarter of Section 24, Township 25 North, Range 44 i East, W.M.; - EXCEPT That portion of the East halt of the West halt of Section 24, Township 25 North, Range 44 East,W.M., described as fo{lows: ~ •r• tA.°il irkrPA"nn,".N, to^n 1 imtuv 1 ncnwhm r.►.14 Fdo Narnet QF'T97(YX1 - • . ' . . . _ . . . : , : : . . . : . . . . , ' ' , . . . - , , . . . . • • , . : - : . - • . . ' . . . . - . . ' . , . . . I M . . , . , . . _ : .y• : . . . . • _ • ' • ' • . . LossWOpUon Amer►dment 0 1, FM 5gnattra QaA Pr41t OatK Febniary g. 1996 YCI. f UFAGE v 1) BEGINNING at the intersection of the West line of the Northeast Gluarter of the Southwest Quarter of said Section 24 with the North fine of ROTCHFORD ACRE ' TRACTS, as per plat thereof recorded in Volume 12 of Ptats, pages 2 and 3; thence South ,89°13'19" East, along the North fine of said Rotchford Acre Tracts, a distance of 976.75 feet to the Northeast corner of Lot 15, Btock 4 of Rotchtord Acre Tracts and the beginning of a nontangent curve concave to the Southwest having a radius of 560.00 feet, to which point a radial line bears South 89°13'19" ~ East; ihence NorthwesterlY, alon9 the arc throu9h a centrai an9le of 53°02'28', a~. distance of 518.42 teet to the beginning of a reverse curve concave to the East ~ having a radius of 560.00 feet; thence Northerly, along the arc through a central angie of 76°10'04', a distance of 744.45 feet to the beginning of a reverse curve ~ concave to the Northwest having a radius of 560.00 feet; thence Northerty, along the arc through a central angle of 23°28'47', a distance of 229.49 feet to the North line of the South half of the Southeast Quarter of the Northwest Quarter of Section 24; thence North 89°12'47' West, along said North line a distance of 630.73 feet to the Northwest comer of the South half of the Southeast Quarter of the Northwest Quarter of said Section 24; thence South 00°29'04" West, along - the West {ine of the South haif of the Southeast Quarter of the Northwest Quarter of said Section, a distance of 666.66 feet to the Northwest corner of the Northeast Quarter of the Southwest Quarter of said Section; thence South 0°09'Sfi" West, along the West line of the Northeast Quarter of the Southwest Quarter of Section 24, a distance of 671.79 feet to the point of beginning, together with any added property resulting from property boundary adjustments ' with Central Valley School Oistrict as may be negotiated by "Lessor' andjor 'Lessee'; : AND EXCEPT Fourth Avenue Road No. 1252 as conveyed by Document Nos. 834305 and 834306; AND EXCEPT any portion of the foilowing described parcel lying within said Southeast quarter of Northwest quarter: That portion of the North Natf of Section 24, Township 25 North, Range 44 East, W.M., more particufarty described as foifows; BEGfNNiNG at the Southwest Comer of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; thence North 00°28'48° East, along the West Line of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; a distance of 646.39 teet to the Southedy Right of Way Line of Fourlh Ave.; thence South 69°14'17' East, along said Right oi Way a distance of 1345.13 leet to the True Point of Beginning; thence leaving said Right of Way ~ - North 72°29'23` East, a distance of 94.00 teei; thence South 11 °50'44' East, a~ distance of 149.02 feet; thence South 62°36'45" West, a distance of 180.56 feet to the beginning of a curve concave to the Southeast and having a radius of 465.00 feet; thence Westeriy along said cunre through a centraR angle of 06°tJi'31" an arc distance of 48.91 feet; thence North 33°2446" West, a distance 46.18 feet; thence Fip Nf,~, `+PT„!"^e (4,Cl1 flirnA Irirm'.. 0, . 1 • r . f , . . . _ : . . , • . - ' • ' - ' . : - . . : , ' • , . • • . . • , ' : _ . . ' i. : • ~ • . . , • . - • - • ' - . . 'r:. • . . • . " . . • ' .i. . , . 'o. . . . • • _ . ' - . . c. • • ' ' ' • , . ~ • • • . • . - ' • . . ' • :i• . . . ' • • • ' . . ' . ' • • : : • ; . : • • : : . ' • . . - : . . . . . . . . - . ' . . . . , . ' . . : : - ' . _ i...m/Opnen Aum.nan«,t 0 1, wW Skpun,o aaa P►bd Dals: Febru,-iry 9, Isss YOI. 1 S.iUPbGE'•> North 00015'12" West, a distance of 92.45 feet; thence North 48°45'S9" East. a ' distance of 42.59 feet to the beginning of a curve concave to the Northwest and having a radius of 360.00 feet; thence Northerly along said curve through a central : angle of 13°31'31" an arc distance of 89.70 feet; to the said Right of Way of Founh : Ave; thence South 89°14'17" East, along said Right of Way a distance of 16.17 i { feet to the True Point of Beginning. i : ~l'lcj PARCEL 3 - The Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter of Sectiori.,24. TowmshiR 2~5 North, Aange 44 East, W.M.; D(CEPT That portion of the Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter in Section 24, Township 25 North, Range 44 East, W.M., hereinafter referred• to as DCCEPTION PARCEL 1 and described as follows: r 11 BEGINNING at the Northeast corner of the said Southwest quarter of the N o r t h e a s t q u a r t e r; t h e n c e N o r t h 8 9° 1 7' 1 5" W e s t. a d i s t a n c e o f 234.82 f e e t; thence South 39°27'30' West, 433.65 feet; thence South 43009'41" Wesf, 195.69 feet; thence South 51°47'38" West, 121.44 feet; thence South 19°04'OS• West, . 123.25 f e e t; t hen ce So u t h 603 9' 2 1' We s t, 143.11 feet; t hence Sout h 15°40'34" East, 148.00 feet; thence South 29°18'16" East, 163.40 feet; thence S ou t h ~-tl~ 40°36'4T East, 102.38 feet; thence South 37°39'33" East, 65.45 feet; thence : South 38°37'21" East, 116.18 feeh thence South 12°53'43" East, 92.54 feet; i h e n c e S o u t h 3 0° 2 7' 3 8" Ea s t, 50.65 fee t; t hence Sout h 75°50'S6" East, 65.75 feet; . ~ thence South 87°24'S5" East, 86.41 feet; thence South 75652'51' East. 76.90 feet; thence South 47034'24" East, 40.41 feet; thence South 87°46'S5' East, 105.09 - feet; thence South 56°05'1T East, 41.39 teet; thence South 77°16'41' East, 50.74 ' feet to a potnt on the Easterty I(ne of the Northwest quartor of the Southeast . quarter lying 216.63 feet South of the Northeast comer of said Northwest quarter ~ of the Southeast quarter; thence Northerly a(ong said Easterly line and the . . Easterty line of the Southwest quarter of the Northeast quartet to the Point of i Beginning. , AND IXCEPT any portion of the fol{owing described parcel iying within said , Southwest quarter of the Northeast quarter. . That portion of the North Half of Section 24, Township 25 North, Range 44 East, W.M., more particulariy described as follows; ; BEGINNING at the Southwest Comer of the North Half of the Southeast Quarter ~ of the Northwest Quarter of said Section 24; thence North 00°28'48' East, along ~ the West Line of the North Half of the Southeast Quarter of the Northwest Quarter ~ of said Section 24; a distance of 646.39 feet to the Southerly Right of Way Line of ' Fourth Ave.; thence South 89°14'17" East, along said Right of Way a distance of 1345,13 feet to the True Point of Beginning; thence leaving said Right of Way F+otJar.KoPT920'20 (47) RFcvA-WUnar,-r,d,QnL..nna►toaswUpoon.EAr~an w! . . _ , . . ' ' • : - _ • . • ' • • - • ' • " • ♦ . . . . . ' . . . • ' A , • • . - . • . . . . • . • . • . - . . ' ' • . ' " . • • • . - ' . • . . • r . • . . • • . • . ~ ' • • • • • • • • . • . • ' , . ' . w,,/oPaon M,«.a+►«.c ~ t, F.►y skgnaR.o aall North 72°29'23" East, a distance of 94.00 feet; thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62036'45" West, a distance of 180.56 feet to . the beginnitlg of a curve concave io the Southeast and having a rad'ius of 465.00 teet; thence Westeriy a)ong said curve ihrough a central angie of 08001 '31" an arc distance of 48.91 feet; thence North 33°24'46' West, a distance 46.18 feet; ihence ' North 00°15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 feet to the beginning of a curve concave to the Northwest and • having a radius of.380.00 feet; thence Northerly along said curve through a central angle of 13°31'31' an arc distance of 89.70 feet; to the said Right of Way of Fourth . Ave; thence South 89°14'17" East, aiong said Right of Way a distance of 16.17 feet to the True Point of Beginning. RESERVING a water inundation easement for Shelley Lake over that portion of the above described EXCEPTION PARCEL 1 lying westerty of the Ordinary High Water ' Mark {QHM} Elevation 2009.1 (N.G.V.D.) ot Shetfey Lake as established per field investigation by Mr. Doug Pineo, Washington State Department of Ecology on 26 March, 1993, described as follows: BEGINNING at the Northeast comer of the said Southwest quarter of ihe Northeast quarter; thence North 89°17'15' West, a distance of 234.82 feet; thence South 39°27'30' West, 433.65 feet; the firsf polnt on the OHM, thence South 58°47'47" East, 4.66 feet; thence South 51 °51'49" East, 23.05 ieet; thence South 41 °2721" East, 41.61 feet; thence South 11 °52'4l" East, 9.52 feet; thence South 14°26'S8" West, 2.79 feet; thence South 22°50'S6" West, 31.86 feet; thence South 22°53'S8" West, 22.11 feet; thence South 9°38'15" West, 18.24 feet; thence South 15°34'25' West, 10.65 ieet; thence South , 11°37'44` East, 13.16 feet; thence South 14°25'35" East, 10.64 feet; thence South 45°49'07' East. 7.40 feet; thence South 25°5920"' East, 21.14 feet; thence South 84°36'02" East, 1.09 feet; thence South 50°2333" East, 1.38 teet; thence South 10°03'14' East, 1.66 f eet; thence South 31 °04'25' West, 1.37 feet; thence South 15°07'05' East, 45.06 teet; thertce South 14°46'06" East, .64 feet; thence South 30°5448' Wesi, 58.74 feet; thence South 05°28'S64 East, .79 ieet; thence South 27°4i'00" West. .92 feet; thence South 39°17'3T West, 1.31 feet; thence South 58°31'05" West. 48.41 feet; thence South 71°36'07' East, 1.66 feet; thence South 57°49'02" West, 40.06 feet; thence South 46*18'18' West, 42.26 feet; thence South 30°34'12` West. .93 feet; thence South 13°19'06" West, 1.77 feet; thence South 33041'25" West, 5.06 feet; thence South 51 °35'27" West, 43.97 feet thence South 41 °42'S8' West, 3.24 feet; thence South 14°54'21' West. 57.27 feet; thence South 31 °3935" West, 3.32 feet; thence South 08°12'16" West, 54.41 feei; thence South 23°2234' West, 2.16 feet; thence South 06°1?'21' West, 55.92 feet; thence South 12°38'OS" East, 2.04 feet; thence South 08°59'25" East, 53.28 feet; thence South 00°i 9'43" East, 1.70 feet; thence South 16°13'18" East. 52.46 feet; thence South 09°59'04` East. .96 feet; thence South 01°13'02" West, 2.26 feet; lhence South 07°34'13" East. .46 feet; therice South 12°06'28" East. 40.36 feet; thence South 18°56'45" East, 1.21 feet; thence South 18°35'22" East, 42.01 1eet; thence South 07°51'14' East, 1.35 feet; thence South 24°59'03" East, 39.01 feet; thence South 18°46'38" East, 1.47 feet; thence South 34°20'14" East, .42 feet; thence South 25°1fi'33" East, 69.34 feet; thence South 26°39'08" East, 17.03 feet; thence South 37°43'29" East. 33.37 feet; thence South 37°14'28° East, 44.48 feet; thence South Fao Namo: cwila2oQO {48} ikoiefw►Wn•Ndsm Ltxr+bar ier40puan. fxdY'A( A' . . - . "r• • - • • . , . . ' , • - • ' . , . _ , _ . . • . . • • ' . • • • - . . . . • - • - • . . • . . ' - . • • _ • • • . _ . . . . • . . . ' ' _ . . • . . ' . . • . . . . • , . . . . . . . ' . . . . . . . . . • . L«se►oaup, an.Ra,w,t # 1, Find SgrLit,o aaft P►Mt Date: Fcbru.-iry 9. 1996 VOt. ~ c~ J 11°12'S5" East, 9:00 feet; thence South 30°14'47" East, 38.83 feet; thence, u ~J~•-~ 86°42'16' West. 5.73 feet; the last point on the OHM intersecting wiih the centerline of Saitese Creek. ALSO RESERVING a recreational easement over that portion of the above described . EXCEPTION PARCEL 1 lying westerfy of the following described iine: BEGiNNING at the Northeast comer of the said Southwest quarter of the Northeast quarter, thence North 89°17' 15' West, a distance of 234.82 teet; thence South 39°27'30" West, 265.58 feet; the rirst point on the easement line: thence South 46°33'S7" East. 24.22 teet; thence South 73°01'S6" East, 36.42 feet; ihence South 82°t 6'46" East, 51.99 feet; thence South 82°16'S4" East. 34.03 feet; thence South 59°47'15" West, 35.15 feet; thence South 55°15'10" West, 28.10 feet; thence South 36°07'S9" West, 42.35 feet; thence South 01°39'29' East, 68.46 feet; thence South 65°16'01" West, 35.96 teet; thence North 83°57'19' West, 33.79 feet; thence South 15033'11' West, 13.30 feet; thence Souih. 1 1°58'36" East, 23.71 feet; thence South 01°14'25" East, 20.47 feet; thence South 17°52'35" East, 41.60 feet; thence South 03°55'S0" West, 34.72 teet; thence South 12°41'15` West, 36.48 teet; thence South 16°14'47" West, 49.57 teet; thence South 14°51'22' West, 69.42 feet; thence South 34°43'44' West, 46.28 feet; thence South 55°26'20" West. 48.69 feet; thence South 51 °14' 15" West, 33.37; thence South 18°55'43" West, 35.73; thence South 06°53'19" West, 33,72; thence South 22°42'0?" West, 46.56; thence South 14°03'03° West, 51.31; thence South 12051'03" West, 89.03; thence South 06°27'00' East, 32.14; thence South 21 °47'08' East, 31.16; thence South 35°55'S9" East. ' 69.66; thence South 60°24'S3" East, 25.64; thence South 23°00'45' East. 30.98; thence . South 38°41'39" East, 55.98; thence South 20°15'34" East, 18.97; thence South 33°33S(' East, 39.40; thence South 66°21'37" East. 28.72; thence South 63°13'S4" East, 31.37; thence North 56°38'04' East,-24.26; thence South 63°19'43" East. 15.08; thence South 25°25'42" East, 28.06; thence South 04°27S6" West, 41.86; thence South 23°2fi'09" West, 30.53; thence South 23°26'09' West. 10.89; thence South 3300836" West, 50.54; thence South 61°44'S2' West. 93.65; the lesf point on the reeieational essement line intersecting at the centertine oi Saltese Creek. . Q'irM h;ar.-+. Nl. rv1. n dw 1 a••. ri••:• r. f.hil:t • R0 Nl!'11Y CSIT."M f 49) % S703 ~ ~ . ~ _ • . . ~ . t 6 S l~ . r o 6f- , - Ar• rr•.~ PXcoIMnva R civM Ta auutt, Ash«►bra~a & Dnvi~lSOn 4082S43 I3 ' P~qe: I of e ~ 140 S.Mhw, suite 600 1R,NS~+1 jpp a1l011199~ t0:Sy1 spox,~e, wn 99202 , rlE I►~S CD lE StS.~~ Spo~~ Co, - MEMOItANnUA-I OF EXISTENCE OF EASEMENT ESTABLISIIEA BY LCASE / OPTION AGREEMENT ' cauaM R[coRn1NC Notice is hereby Siven that on thc lst day ofNovember, 1992, ItAI.PII H. and LULA H. . ItICF., husband and wife; NAOM1 CATHERINE SC01'BERG, a married woman dealing in htr sole and sepatate property, and GRANT C. R1CE, a married man dealing in his solc and separate • property; hereinaRer referred to as "Lessoi'', and YtOBERT L. and LAURA J. HEITMAN. husband and wife; and RICHAItD C. and JANICE D. NEGSON. husband and wifa; hercinalter ' rcferred to as "Lessed', executed a Ltasc and Option to Purchasc Agrecment whereby Lessors are leasing real estAte to Lessees and lmve agrced to allow Lessecs to purchnse same undcr certain tcrms ' and conditions, the real estAte wiucli is the svbject of sucli Lease Agreement and Option to Purchase being legaliy described on the attncheJ Lxhibit "A" which is by this reference incorporated hercin. and which real proptrty lies within Srokane County, Wasti;ngton. Notice is further given that on rebruary 6, 1996, such Lease and Option Asrcement wes . amended with C& G PARTNERSY[II', a Washington partnership, NAOMI CATIIEItINE SCOTBERG and GRANT C. RICE ecting as Lessors and SlIELLEY I.AKE DEVELOPMENTS. a Washington gcneral partnership Acting as Lessce. Such amended I.easa / . Option Agreement provides for ceriAin retnined access to Adjacent properties owned and retained by . Lasor or their successors in intcrest as well as providinS for Appropriate infrastructure to servica ' . such adjacent land, all as is provided for in Paregraph's 2.5.1 end 2.5.1.1 which are anachcd bereto ;as Exhibit "B" and by this reference incorporated hercin. • . ~ \ Datcd this day of Murch, 1997. X E. Fxcise 7ax Exempt • D3te Spoknng County Troas . ' _ I.ESSOR LESSLB C 8t G PAR'I'NETtSHIP SJ3L•LLL•Y I.AKE DEVELOPMCNTS . . : - , IIy. ; . • ~QaftL . ~ , . NAOMI CATI•IERINE SCQ"fDCItG RO • 7' 1.. liEITMAN.7R ~ . Managing Partner Managing Partner : . . : ; . c. GRANT C. RICC • . ' ~ Menasing Partner . . ' ' . , NAOMI CATHEItINE SCOTflF.It individually . ' C. - GitANT C. ItICE, individually . . ~ t • L • ~ • ~ ~ ' • ~ . ~ • ~ " _ ' I • • ~ 4082543 : . Page: 2 of 8 . = STATC OF WASI-i1NGTON ) - - 0310111991 10:53. ~ . ~ RJINSMi 0X, I Tlf 13 CO lE Spakine Co,1A Cou»ry otSpoS:one ) ~ . . ~ On this day personolly appenrad lktcm me NAOMI CA'1'FTr-.RiNt3 SCOTIIIiita, n mcrrird wocnnn dealing in tursaIe ' enJ scparnte Pro(a1Y. lo mr known to ht dic indiviJuaJ that atrcutcJ the tarcgoing i"nimrnt. nnci ac{-nowteclged the . said ir►sirument to be ha Uct orni voluntnry act anJ Jeec1. fot the usa and purroses therrin tnrntiontJ. , . GI VCN undcrmy hand nnJ olrici ol scal this ~ clay o(Mnrch, t 9'rl . ; ' . . : • ~G~ . • . ~ . . N tory Public in and for the Stnte of •'•j% . Washington. retiding n S kaaG'~' ' . c : ~ ' My CQl117itIS'31tN1 G^fptrC! C)I'~,~~~'~~~~~~~~'~J~ • : ; .t• .L, : ~ ST/1TC Or WASFi1NGTON ~ . i, t::• . ~ }5i ••~~~+nli:~~`' r CUtIIt1y OrS(10k-pflv ) •~~~'7.l . ~ On thia Juy prrwnoliy aprrnm-tl bc&me me CItANt C. RICP, o marTi%A men dkaling ut hia yulc enJ separete pr+oPerty. ~ to mc known to bc tln; iyulivu}ite1 Uiat executuJ the Wreboing instnumrnt. eiul ec3:remvlalged t1vc aaid inytnunrnt to bo his i fnx nnd volwUary act nnd JctiYI, fw the uwy nnJ purposes th:mhn mcntioned. Witncr+ niy hanJ arnd ofYiciol scu) hrreto elCixrJ Uw Joy mnJ ycat first abo~ S ^ otary 1't~Iilic in ~ the Slnte of .10~,•~~~SS10H~7 9• W"iington. rcriJing at 4poke* _ Q° N O 1 q R y~.'I 1 STATL OF WASI IINCTON Mp cnmu~i~i~a~ e~ires f~l -10 •~C+~yQ: ~ . ~ - UB tI~o; 2 r councyarspos:one ~ r~ ~~;•,;~y~ ~o,~.-,~o~ ~ FO..,, O . t F V'raS~_ ~ ; On this dny pcr3oncliy eppcnred beforc me NAOMI CATHCRINC SCOTI)L•Jt0 enJ GRANT C. RICE, to tne known bc the managing pnrtnm for the C R G Partnership who oc1•mvlecigal the said emtnunerri to br its fi+oe eRd voluatary . . oct tbr the usa ancl pwposes thercin mentianed, and on ootb slnted that thty r.cecutod the aaiJ instrumenL . . ~ WiTtJESS my hand nnd oficial xnl hercto aD'utcd the daq end year firA above %vritten. ' . • • ~....«.•ir~, . ~\•r'r~~`~f'!~~~• ~ ' •t "'e 7 • ~ v~ ~ ~ ' { A'A --A;~ Wofwy I"tlbu0 1(1 nfSd rOf 1h0 $la1C ~ v_~• t~ ~ . . of Washington, rcsiJing a! P!e~`!'' ~ m- 1"~-~'.~ • pokan6 ••i ' My cammiaoiion acpira . • ' ~ ~ y • . S7'A1'COF WASFIIN(:TON • ) ' ~ . . ~`r.~. CtfWllyUrS(lltllth: ~ ' ~r~ . - . I On Ws dur PcrxmnIlY aPixund bc~ m* 1t01)C1tT L 1ICITMAN. .)R., to me 1novvn tu be the Oa+em1 Partria tor Sl lLL1BY l.J1ICC DL' VI:LOI'MCNfS, a Wnyhington Qcncrrl Aartnaahip. ncknavlcclgal the sald instrurnmt to bo its ' • Gee and voluntary ar.l for the uscs oml puqxwes thcnein mrntioncd anJ on oath sieteJ thnt tlxy acecutod the snid j. : insWmenl. ( ~ i ' . . . ' ' : WITNCS3 my hand arut o(Yicinl xnl hrnto afrxed Ihe day md y+cnt firsl abovo tvritlen. - ; . . ' I . • ; _ . ~ . - ► . • . : , • anry Public in nnd Wr the State of Wesliingtoa. residing et S k ' : 't , My corruni3cion eacpires ' : • nc..m.►K~iry.tatf , , . , . . r.op~ j -r. a , ~ . :s~'~ L.~ • • _ ~ ')/~tR~ i , . : • 1 ~ . ' • • • ' , ` . . . , • ~ - - - - - 4082543 ~ . ' Pige: 3 of 8 . ~ . . - ~►to~~»ei 10:51 - . Ex n I~IJ R- OD lE ~ S15.i~ ' Spokane Co~ 1~ PARCEL 1 - That portion of the Nocthwest quartef of the Noriheast quarter of Section 24. ` Township 25 North, Range 44 East, W.M.. County of Spokane. State of Washington, lying South of the right of way of the Chicago, Miiwaukee, St. Paul and Pacific . - Railroad Co.; EXCEPT Conkiin Road No. 1252 as conveyed by Document No. 874149A; , AND EXCEPT the East 165 feet of the North 285 feet of saici parcel; AND EXCEP'f any portion of the following described parcel -lying within said Northwest quarter of Northeast quarter. ~`hat portian of the North Haff of Section 24. Township 25 North, Range 44 East. ` ~ W.M.. more particutarty described as follows; ~ BEGINNING at the Soulhwest Corner of the Norih Hai( of Ihe Southeast Quarter of. 1 the Northwest Quarter of said Section 24; thence North '00'28'48" East. along the . ~ West L.ine of ihe North Half of the Southeast Quarter of the Northwest Quarter of ~ said Section 24; a distance of 646.39 feet to the Southerty Right of Way Line of Fourth Ave.; thence South 89'14'17" East, along said Right of Way a distance o!, 1345.13 feet to the True Point of Beginning; thence teaving said Right of Way North 72029'23" East, a distance of 94.00 feet; thence South 11'60'44" East, a distance of ►149.02 teet; thence South 62'36'45" West, a dislance of 180.56 feet io the beginning of a curve concave to the Soulheast and having a radius o[ 465.00 feet; thence ~ Westerly along said curve through a central angle of 06°01'31" an are distance of 48.91 feei; thence No,rth 33°24'46" West. a distance 46.18 teet; thence North 000 15'12" West, a distance of 92.45 feet; ihence North 48'45'59" East. a distance of 42.59 teet to the beginning of a curve concave io the Northwest and having a radius of 380.00 feet; thence Northerty along said cucve through a centra{ angle of 13031'31" an arc distance of 89.70 feet; to the said Right of Way of Fourth Ave; thence South 89'14'17" East, atong said Right of Way a distance of 16.17 feei to the \\True Point of Beginning. PARCEL2 The Southeast quarter of the Northwest quarter and the North 671.75 ieet of the Noriheast quarter of the Southwest quarier of Section 24, Township 25 North, Range . . • _ . _ _ . . ~,.c«_.::.:u►x:i:a....: •.:~c.:r1._-.•. • • ~ . , . • ' _ . : ' . . • : ' . : ' . . . ' . . ' : . ' , . , , ' . . • . . • , . • • - - - - - - - - - - 4082543 ' - ' . . i Pagt. 4 of @ 001411199I iD;% 44 East. W.M., County of Spokane. State o~ 1Nashing tn.' bokane Co~;q , EXCEPT That portion of the East halt of the West half of Section 24, Township 25 North, Range 44 East,W.M., described as follows: BEGINNING at ihe intersection of the West line of the Northeast Quarter of the ; Southwest Quarter of said Section 24 with the North line of ROTCHFORD ACRE ~ TRACTS. as per plat ihereof recorded in Volume 12 of Plats, pages 2 and 3; thence , . South 89°13'19" Easi, along the North line of said Rotchlord Acre 7racts. a distance o! 976.75 leel to the Northeast corner of Lot.15, 81ock 4 of Plotchford Acre Tracts and the beginning of a nontangent curve concave to the Southwest having a radius . of 560.00 feet, to which point .1 radiai line bears South 839°13'19" East; thence . Northwesterly, atong the arc through a central angle of 53°02'28". a distance of . 518.42 teet to the beginning of n reverse curve concave to Ihe Cast having a radius of 560.00 feet; thence Northerly, along the arc through a cenlral angle of 76'10'04". a distance of 744.45 teet to the beginning of a reverse ctirve concave to the . Northwest having a radius of 560.00 ieet; thence Northerty, along the arc through a'. central angle of 23°28'47", a distance of 229.49 teet to the North line of the South . . half of the Souiheast Quarter of the Northwest Quarter of Section 24; thence North ` 89' 12'47" West. aiong said North line a distance of 630.73 teet to the Northwest : comer of the South half of the Southeast Quarter of the Norihwest Quarter of said: Section 24; thence South 00°29'04" West. afong the West line of the South hatf of : the Southeast Quarter of the Northwest Quaner of said Section. a distance o! 666.66 . ` feet to the Northwesl comer of the Northeast Cluarter of 1he Southwest Quartec of said Section; thence Soulh 0'09'56" West, atong the West line of ihe Northeast : • Quarter of the Southwest Quarter at Section 24. a distance of 671.79 feet to the . . point of beginning. together with any added property resulting from property* ; boundary adjustments with Centrat Vatley School District as may be negotiated by ; "Lessor" and/or "Lessee"; - : ANO EXCEPT Fourth 'Avenue Road No. 1252 as conveyed by Docvment Nos. 834305 and 834306; . AND EXCEPT any portion of the following described parcet lying within said Southeast quarter of Northwest quarier. : That poriion of the North Halt of Section 24. Township 25 Norih, Range 44 East. :W.M., more particularly described as foliows: . • BEGlNNING at the Southwesf Corner of the Nor1h Half of the Southeast Quarter of ~ the Northwest Quarier of said Section 24; thence North 00°28'48" East, along the West Line of the North Halt of lhe Southeast Quarter of the Norlhwest Quarter of `t said Section 24; a distance of 646.39 (eet to thc Souther(y Right of Way Line of ,t.. . ~ c-`~'. ~ - ; ' . . _ ' • . . a " . - , . , , . . • . : ' 4082543 Page: S of B . - , : . ~3~0111991 10:53~ Fourih Ave.; thence South 89°14'1 i-1tas~I along sa dgight of 1Nay ~a distaDnce~otIR . . 1345.13 feet to the True Point of Beginning; thence leaving said Right of Way North 72°29'23" East, a distance of 94.00 feet; thence South 11 °50'44" East. a distance of ,149.02 feet; thence South 62°36'45" West. a distance of 180.56 feet to the beginning • of a curve concave to the Southeast and having a radius of 465.00 feet; thence - Westerty along said cunre through a central angie of 06°0131" an arc distance of 48.91 feet; thence *North 33°24'46" West. a distance 46.18 teet; thence Nohh .00°15'12" West. a distance of 92.45 feet; thence Nocth 48°45'S9" East, a distance of 42.59 feet !o lhe beginning of a curve concave to the Northwest and having a radiUs of 380.00 teet; thence Northerfy along said curve through a central angte of 13'31'31" an arc distance of 89.70 feet; to the said Right of Way of Fourih Ave; thence South 89'14'17" East. along said Right of Way a distance of 16,17 feet to the True Point of @eginning. . PARCEL 3 The Southwest quarier of the Norlheast quarter and the Northwest quarter of the Southeast quarter of Section 24. Township 25 Norih, Range 44 East. W.M.. County of Spokane. State of Washington; EXCEPT That portion of the Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter in Seciion 24. 7ownship 25 North, Range 44 East. W.M.. hereinafter retened to as EXCEPTION PARCEL 1 and described as tollows: BEGtNNiNG at the Northeast corner of the said Southwest quarter of ihe Noriheast . quarter thence Norlh 89°17'15" West, a distance of 234.82 feet; thence South • 39'27'30" West. 433.65 teel; thence South 43°09'41" West. 195.69 teet; thence South 51'47'38" West. 121.44 ieet; thence South 19004'05" West. 123.25 feet; thence South 6'39'21" West, 143.11 feet; ihence South 15640'34" East, 148.00 feet; ~ - thence South 29°18'16" East. 163.40 teet; thence South 40'36'47" East, 102.38 teet; thence South 37°39'33" East, 65.45 teet; thence South 38'37'21" East. 116.18 teet; ihence South 12'53'43" East. 92.54 teet; thence South 30'27'38" East, 50.65 feet; thence South 75'50'56" East, 65.75 feet; thence South 87'24'55" East. 86.41 teet; thence South 75°52'S1" East. 76.90 feet; thence South 47034'24" East, 40.41 teet; thence Soulh 87'46'55" East, 105.09 teeE; thence South 56005'17" East. 41.39 feet; thence South 7701641" East. 50.74 feet to a point on the Easterly line of ihe Northwest quarter of the Southeast quarter tying 216.63 feet Soulh of the Northeast corner of said Northwest quarter of lhe Southeast quarter. thence Northerly along said Easterly line and ihe Easterly line of the Southwesl quarter of the Northeast quarter to the Point of Beginning. - AND EXCEPT any portion of the following described parcel lying within said . . _ _ . - . . • . . . . • ' • ' . , , . • . ' • . . . . • ' - - - ' . " - - - 4082543 . Pagt: . 6 of 8 • Southwest quarier of the Northcast quarte.. US Ai LH. TlE HS CO LE 0310711991 1DM1 S15.00 Spokaru Co. v That poriion of the Nocth Ha{f of Section 24. Township 25 North, Range 44 East. . W.M.. more particularly described as follows; ; BEGINNING at the Southwest Corner of the North Half of the Southeast Quarter of : the Northwest Quarter of said Section 24; thence North -00°28'48" East. atong the West Line of the North Hali of thc Southeast Quarter of the Northwest Quarter of ~ said Section 24; a distance of 646.39 teet to the Southerfy Right of Way Line of ► . Fourth Ave.; thence South 89°14'17" East, along said Right of Way a distance of • . 1345.13 feet to the True Point of f3eginning; thence leaving said Right of Way North • 72'29'23" East, a distance of 94.00 feet; thence South 11'50'44" East, a distance of , 149.02 feet; thence South 62'36'•15" West. a distance of 180.56 teet to ihe beginning of acurve concave to the Southeast and having a radius of 465.00 teet; thence Westeriy along said curve throuclh a central angle of 06°01'31" an arc distance of ; . 48.91 feet; thence North 33°24'46" West, a distance 46.18 feet; thence North 00'15'12" West, a distance of 92.45 teet; thence North 48'45'59" Easl. a distance of ~ 42.59 teet to ihe beginning of a curve concave to the Northwest and having a radius ~ o! 380.00 feet; thence NorthPrty along said curve through a centra{ angte of ' 13'31'31" an arc distance of 89.70 teet; to the said Right of Way of Fourth Ave;~ ' thence South 89'14'17" East. along said Right of Way a distance of 16.17 feet to the :•True Point of Beginning. _ AND EXCEPT from Parcel2 8 3, Lot 1, Btock 'i of the Finat Plat of Sheliey Lake at 506 N. Shetiey Lake I.ane. • . ~ i.arw.ilf•a~:~r• -..:.i' - •tti:~w►~a.. ~...•~.►.s.a-'-:s..err.ia.s.~~....'~"'...rc.. :~.r._r.."'..... . . . , • ~ . - , • w . • ~ • . -4082543 Pi:: tot8 . 03~OM991 14:5M , M0119k. 1 itE IM5 0 lE 515.00 S~okane Co~ a EXHIBIT "B" - 2.3.6. Righl of Firsf ReTusat o( 'Lessor's' Excepted Aesidence: 'Lessee shali have . an exctusive Ten {10} day tirst right of retusal on any and all ollers which transter title to any oiher th;rd party on said excepted present ressdence ol 'Lessor, other than the . present parties of 'Lessor or heirs therelo. Said tirst ►etusal rights hereby are not • available to'Lessee' in the event at any time lessee' is m delault ol ltus'leasel0ption'. 2.4. ExchanQe Provision . 2.4.1. 'lessor Electfon for Exchange: At any pomt dunng Ihe course of ihis 'Lease/0ption'. 'Lessor may etect to nominate other properties lor purchase in exchange under the rules of Section 1031 of the Internal Revenue Service Code tor any - ponion of the 'Leasel0ptioned Property selected lor purchase by 'l.essee•. 'Lessee' shalt accommodate any reasonabte request tor exchange provided that the closing costs . to 'Lessee do not exceed lhose specitied in a simple purchase by the 'Lessee of the "Lease/Optioned Propertr as provided herein. " 2.5. Retained Access and ContiQUOUS Purchases . 2.5.1. Access of Non-Conveyed Property: In the event 'lessee' exercises its right to ~ purchase one or more parcels or increments of 'Leased/Optioned Propery hereundet. • "Lessee" shap at aN limes provide 'Lessor reasonabte and adequate public access to ali unconveyed portions of the 'Leased/Optioned Property" with avenues of access (or ingress, egress, and utility inslallation which are economrcalty leasidle to construct and are o( a width, whether deedec3 ar by easement, sutticient to meet counry pubfic road requirements ar access as approved by 'Piat' or `PUD' to the uncorn►eyed 'leased/Optioned Propefy. Access into the retained easterly torested property may • be relocated trom that displayed in ExhibIt 'D' lo the access location displayed in Exhibit 'C.2' 8`D.t•, provided that until the phases are compteted which bordet ihe easterty retained property reasonabte uninterrupted avenues of lemporary access viriti be aUowed to the southeast corner of 4th $ Conkiin until Cnal consfn,ction of these phase road improvements are completed by tho `Lessee•. 2.5.1.1.. Type and Size of Assoctated 1nlrastructure: My and aJi associated inirastructure to be buitl on any conveyed 'Phasels' lo 'Lessee of 'leasedlpptioned Propeny sha11 be of the proper si2e and type to accommodate the devetopment of any unconveyed ponions of the 'leasedlOptioned Properly' in accordance with the approved `PUD` or as though said use and/or 'Uensiiyhes' coutd be reasonabty exlended to the unconveyed portions of said 'Leased/Optioned Property' and immediately contiguous properties retained by lessor' Said mtrastructure shaU be . instatled to !he easlerty boundary o( Shelley Lake PUD in ttie linal private road right•ol•way by 'lessee at the time'lessee' improves the phase rmmediatety adjacent to • Ihe retamed lorested property fn Exh;bit `D.10 8'O 7' Said inlrastructure and , improvement shall be completed by the 'Lessee' in a manner wh;ch may be easity connected and extended by the owner of the subject retained lorested property. Any improvement costs beyond the developed areas wiihm it-te most easterly 'Final Plal' ' ' ._.......i.....~~•...~~.....~"~~..~"...~rrw. ~.i:, ' ~ ~ ' . . • . ` . a O - ot ~ . , . . . r - " - - - , - - - 4082543 . Page: 8 of 9 a oo~o~rt~t to:sl" . t l d NS111 1 Oh1. liif uS Ca If . Sts.QO Sb0kMe-C0,,_12_- boundaries within the ShPlley L.nke PUO shall be bome by 11ie then present tandowner of the subject retained lorested propeny. Any improvemw-nt costs within the devetoped areas of the Sheqey Lake F'UO shall be borne by the `LeJ.CIee'. - 2.5.1.2. Adjustment For The East & Northeasteriq P1al Boundaries: The'Lessor and 'Lessee' mulually agree to adjust ihe boundarytines on the retained easterty . (orested prvperty trom those descnbeci in Exhibit'n" and c:isplayed in Exhibit 'B' to those • displayed in Cxhibil `C 2', 'D' 8'D. t'. The area defined as Ihe 'tnundation' area on the retained eastecty property shkatl bc; subject to a perpetuil easement to the Shetley l.ake . Home Owners /lssacianon for witer inundalion to the 'Urclinary F-iigh Water Mark' and a temporary Inundation' occuraRCe casement resulting Iroin naturat clirtkitic events above the 'Ordinary High Waler Mark' further alt land area west of the easterly line of lhe recreational easement area shaU bc subject to a non•excli,sive recreitional easement lor the benetit of the Shelley lake Elome Owners Association of ttie `Leased/Optioned Property' and the retained Rice properties. This recreational easernerit shall be limited to • non•prolii common recrealional activities tor the sole benefit of subsequent larui owners and their visiting relatives, triends arui associates as governeci by iiie Shelley lake Home • Owners Association. Any installation of improvements shalt be subject to then • ~ applicable law and must be approved by the Shetley l.ake F1ome ()wners /lssociation in . accordance with the appticable by-Iaws and goveming resotutions. . ~ 2.5.1.3. Development Provision for Retained Easleriy Forested Property: The `Lessor or iuture owner shalt not be restricted nor shall the'Lessee contest in any way the completion of the'Preliminary Plal' application necessary to secure the'Preliminary ~ Ptat' approval o( the retained easterty iorested property. provided said plat does not exceed Eight {8} Lots. 'Lessee shaq also include in the Shetlcy Lake PUO covenants ; . , that the retained easterty propeny is private properly and is not availabte to the 'Association', except;ng tor the recreational easement provided. Further it the retained . easterty torested properly is developcd to not more th.-sn Eic~ht (8) singte tamily lots any - one or more of Ihe 'Association' members is restricted lrom opposing the development of the retained easterty forested property at any time. 2.5.2. Contiguous Purchases: `Lessee is required to nurchasc any and atl lands in a- contiguous phased manner w;th regard to the zoned vses, market segment and I 'Oensity/ies` approved tor ttie specitic development phase. That is to say lor exampte; ~ . (that in atl zoned UR-22 areas if the initial purchase is made near the rear corner of the Zoned area, luture nurchases must be conliguous to the previous purchase and not in an ' entirety dillerent area under thc► same zone density.) Tliis is not intended to restrict . • ' "Lessee' lrom securing other areas of the property at the same time which have diftering : zoned uses and/or 'Oensity/ies' for a specitic market segmern. . 2.5.2.1. Required Purchases of `Leased/Opitoned Propeny' With Va1ue OisparIties: E In the event 'Lessee elects to purchase any portion of 'Leased/Optioned Property' ; . within Ihe stated zonecf use, market segment and/or 'Density/ies' of any approved `Plat' ~ or 'PUD' which woutd be valued greater thln other remaining portions ot ' ~'Leased/Optioneci Propeny' (such as portions of ttie 'Leased/Qptioned Propeny' ' ~ . ~ . . . 4069788 Pagt: •1 of 19 01116I199T 10:49 AANSNAiIO l, i'lE lNS fAS S2b.04 . Spakane.W~ ~l . Rcnaa Ad&m Name BFNIVE'IT, ASNFNBFtFIJER b QAVID60N. P.S. /l,ddrrss 140 S. Arthur, #600 ' Ciry, State 7;p Spokane, WA 99202 • ....,.y.as.....+. Documwt TitIe(s) (ar traasaaioas oontaiaod therein): 7 COURTE'sY <<CCRDitJG " 1. EAS • , ; - 2. 3. ' - - 4, N~N~~M~N~~~NNN~1~~~~~~1~N~~N~~N~~~~N~~NN~~H~~N~N►~~►H~NH ~~NN~N~NN~~~~NN~p~N~Nl~N~NNN~M~lNM~N~ Itefccraace Niumbtr(t) of Dxumtnb usigacd or reJcued: ~ (on page . of documenis(s)) N~~N►NM~~~ N~ ~~~H~ N~~1 ~N~~N~ rN ~~~Np~~NN~~N~~~~~N ~~~N1 N ~NaN~N1 N~~1Ny~N~H~~N~~N~~~~~N1NMNN~M~ Grantor(!) (I.asi namc firs~ tbea Snt name aad initials ) 1 C & G PARTTVEFtSHIP - 2,S+ppr18ERG, Nacmi Catherine 3.RICE. Grant C. • . 4.SNELLY LAKE DEVEtlJPMQ1fS .5. MELVZLi.£. Daniel P. & Mazy R. S. Addiiionat namcs on pag+c • af &CMneUL ~~1~~~NNN~~~~NN~N~~H ~~N~~~N~~N~NN ~~H~~~N►~N1~~~N~~~~N1~1fa1NIf~N~N~Nl~~~N~MiN~~NN~N~~1~pNMfNlNNM • Gmnta(:) (I.ast nramc fuu, thca 5rst aame and 'uutials) . I. The Public 2 3. . 4. S. JtiMtional namcs oa page of docummt, •1~~N~1 ~ ~~N1~ N 11~~f W ~~NNN~ ~ ~ ~~~~~11N I~1N~~ ~N~~NN~~~~~~ ~NH~~~N~~~N1 f~~~~~~ ~~~~N~NNaaNN~N~M~HM~ Lcgil dcscripttoa (abbrcviatod: ie. lot, block plat or satio4 to9vashiP: iangc) Additional Icgd.l is on paga S_ 14 ot doazmmt . fN~~~ ~~~~NN~~N~~~ ~i~~~~N~ ~ ~ N~ ~ ~1~ N IN ~~~~~~N~NNH~~~~~~~ ~~~N~f~~~~M~N~NNNN~IN~~~~~MfaN~~~~N Assessor': Propertr Tu ParccVAtconnt Piuaaber Additiona3 [cgal is on page 8-14 of davmcai . ' . Tbe AudltoriRecbrder rn'U ctily od the Intceioxtlon provtded on the [orm. 'Ibe staff wlD aot resd the = daumcat to verifr tLe accucicp or cocnpictenas of tbc I4daing tctotmxtfon provjdtd hcrdn. . WASIIINCTOK St/lTE COtJN'LY AUDT'POR/RY.C`ORDLA'S INDFXAYC FORM (Cww Saee) ' Farm 7265-2 , ~ . ^ - - r ~ - 4069787 Wmen .etorded retum to: Page: 2 Of 19 Beru~ett.Ashenbrenet d~ Davidson, P.S. _ 011161199 1~:~ 140 SoutA Arthur. Sude 600 spokane, WA 99202 TRANSHIIi OH, TIiIE INS 0 EAS $26.4u Sort co, a,. RESERVATION OF EaSEMENT . for Sheltey Lake Surface Water Coverage and inundation . cmFirst s;rcc~n~ac THlS RESERVATION OF EASEMENT is made the ~ day of Li r.4v , 1996 by C 8 G PARTNERSHIP, a Washington Partnership. NAOMI _ CATHERtNE SCOTBERG, a married woman dealing as her sote and separate property, and GRANT C. RICE, a married man dealing as his sole and separate property, hereinafter referred to as "Grantor #1 and SHELLEY LAKE DEVELOPMENTS, a Washington General Partnership, hereinafter referred to as "Grantor #2", and DANIEL P. & MARY R. MELVILLE, hustiand and wife, hereinafter referred to as "Grantor #3", or coltectively heceinafter referred to as the "Grantors". R.E. cise Tsx Dace Exempt . ~ tS ( ~ RECITALS S rwuw . 1NHEREAS. "Grantor #1" owns the reat property describ d in Exhibit'A' and "B' ' as outlined in Exhibit "C.3" less the real property desc ibed in Exhibit "C' as outlined in Exhibit "C.4" and 'C.5', except reserving as a personal residence for Ra{ph & Lula Rice, Lot 1, 81ock 1 of the Finai Piat of Shelley Lake at 546 N. Shelley Lake Lane, and . WNEREAS. "Grantor #1" has entered into a Lease with an Option to Purchase. he.reinafter referred to as "LeaseJOption". with "Grantor #2' for the real property described in Exhibit "A" as outtined in Exhibit "C.3", excepting lot t. Block 1 of the Fina1 Plat of Shelley Lake PUD at 506 N. SheUey Lake Lane, and WHEREAS, the Lease/Option cafled for the reservation of a Sheltey Lake Surface Water Coverage and Inundation Easement, hereinafter referred to as inundation easement, over a portion of the westeriy real property described in Exhibit "B" as outlined in Exhibit "C.3" 8"D.2", and WNEREAS. #he LeaselOption called for the c;reation of a managing home. owners association to govern this inundation easement, Shelley Lake and othet common areas, and WHEREAS, the SHELLEY LAKE ESTATES HOME OWNERS' ASSOCIATfON, . has been created and is a non-profit corporation licensed under the laws of the . State of Washington. UBI# 601 752 027, and WHEREAS. 13rantor42' 'has purchased the real property described in "Exhbit ,"C" as outlined in Exhibit 'C.4° and "C.5", excepting Lot 1, Btock 1 of the Final Plat of Shelley Lake at 506 N. Shelley Lake Lane, and l--- . Page 1 oi 18 inctuding out6ne Exnibits T.T. 'C.4', 'C.5'. 3'D.Y Shettey Lake SuAace Water Coverage and lnundation Easement - ~ i . • • " - - - - - 4069787 Page: 3 of 19 0111611997 14:45lt TWSM1IQN, 1I11E _NS W fAS 526.00 Spokarte Co, W WHEREAS. "Grantor #1' retained outside of ihe Lease/Option transaction the reai property described in Exhibit "B" subject to this future inundation easement provision, and WHEREAS, 'Grantor #1' has entered into a Real Estate Sale and Purchase Agreement with "Grantor #3" for the real property described in Exhibit `B' as outlined in Exhbit 'C.3" & "D.2" subject to this provision of a inundation easement, and WNEREAS. "Grantors" collectively desire to create and reserve by this document an inundation easement, and. • . NOW THEREFORE, the following is setforth as the terms and conditions of this reservation: The "Grantors" do hereby create and reserve unto themsetves, their heirs, successors andlor assigns for the mutuai benefit of the real property in Exhibit - "A", "B' and "C" attached hereto and fuiiy incorporated herein by this reference, and to the SHELLEY LAKE ESTATES HOME OWNERS' ASSOCIATION, a permanent Shefley Lake Surface Water Coverage and Inundation Easement, as outlined in Exhibit 'C.3" 8°D,2'. for the encroachment, inundation and coverage . of natura(fy occuning surface water and/or surface water resutting from the efforts of the SHELLEY LAKE ESTATES HOME OWNERS' ASSOCIATION to regulate the water level, or maintain the water quality, environment, fishery or wildlife habitat of a body of water commonty known as Shelley Lake in a portion of the Exhibit "6' real property defined as follows: That portion of the Exhibit "B" real property located in the Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter in Section 24, Township 25 North, Range 44 East W.M., County of Spokane, State of Washington, fying westerty of the foltowing described easement line: BEGINNING at the Northeast comer of the said Southwest quarter of the Nonheast quarter, thence North 89°1715" West; a distance of 234.82 feet; thence South 39°27'30" West, 433.65 feet; the first point on the OHM, thence South 58°d7'47" East, 4.86 feet; thence South 51°51'49p East, 23.05 feet; thence South 4102721" East, 41.61 feet; thence South 11 115241" East, 9.52 feet; thence South 14026'58" West, 2.79 feet; thence South 22050'56" West, 31.86 feet; thence South 22053'58" West, 22.11 feet; thence. South 9038'15" West, 18.24 feet; thence South • 15°34'25" West, 10.65 feet; thence South 11 °3744" East, 13.16 feet; thence South 1402535" East, 10.64 feet; thence South 45049'07" East, 7.40 feet; thence South 25°59'20" East. 21.14 feet; thence South 84036'02" East, 1.09 feet; thence South 50°2333" East, 1.38 feet; thence South 10003'14" East, 1.66 feet; thence South 31 °04'25" West, 1.37 feet; thence South 15°07'05" East, 45.06 f,eet; thence South Page 2 of 18 indudmg outfine EuhiaRs 'C.3', 'C.d'. 'C. V. d'D.2' Shelley Lake Surface Water Coverage an0 Inundation Easertsent ' ' : • . • . • - ~ - - - - 4069787 Pige: 4 of 19 0111511951 10:6 NRtISW ON, T ilf INS-C4 EAS $26.00 CO, ~ 14°46'06" East .64 feet; thence South 30054'48" West. 58.74 feet; thence South 05028'56" East, .79 feet; thence South 27°41'00" West, .92 feet; thence South 39°17'37" West, 1.31 feet; thence South 58031'05" West, 48.41 feet; thence Soutb 71 °36'07" East, 1.66 feet; thence -South 57049'02" West, 40.06 feet; thence South 46018'18" West, 42.26 feet; thence South 30034'12" West, .93 feet; thence South 13019'06" West, . 1.77 feet; thence South 33°41'25" West. 5.06 feet; thence South 51°35'27" West. 43.97 feet; thence South 41042'58" West, 3.24 feer thence South 1 d°54'21" West, 57.27 feet; thence South 31 °3935" West. 3.32 feet; thence South 08°12'16" West, 54.41 feet; thence South 23022'34" West. 2.16 feet; thence South 06017'21" West. 55.92 feet; . thence South 12038'08" East. 2.04 feet; thence South 0805925" East. 53.28 feet; thence South 00°19'43° East. 1.70 feet; thence South 16013'18" East, 52.46 feet; thence South 09059'04" East, .96 feet; thence South 01 °13'02" West. 2.26 feet; thence South 07°34'13" East. .46 feet; thence South12°06'28" East. 40.36 feet; thence South 18056'45" East, 1.21 feet; thence South 18°35`22" East. 42.01 feet; thence South 07051'14" East. 1.35 feet; thence South 24059'03" East. . 39.01 feet; thence South 18046'38" East, 1.47 feet; thence South 30020'14" East, .42 feet; thence South 25016'33" East. 69.34 feet; thence South 26039'08" East, 17.03 feet; thence South 3704329" East. 33.37 feet; thence South 37014'28" East. 44.48 feet; lhence South 11012'55" East. 9.00 feet; thence South 30°14'47" East. 38.83 feet; thence South 86°42'16" West, 5.73 feet; the Iast point on the OHM intersecting with the centerline of Saltese Creek. This inundation easement sha!l be perpetual and govemed by the SHELIEY LAKE ESTATES HOME OWNERS' ASSOCIATION in accordance with its Declaration of Covenants. Conditions, Restrictions. Assessments. Charges. Servitudes, Liens. Reservations and Easements, operating By-Laws, and Rules and Regulations including all applicable laws and ordinances. The terms and conditsons of this inundation easement sha11 supersede any and ali previous provisions for an inundation easement which may be of record. . DATED this the 1F-d! day of .1996. . Grantor #'t : - Naomi Catherine Scotberg Grant C. Rice ' Individually Individually , . Page 3 oi 18 indudng ouU'me ExAibits'C.3', -c.4-, -c.s-, a ro.r SheDey take Surface Water Coverage and fnvndatwn Easement ' . , . . . . - ~ - - - - ~ - 4069787 . Page: $of 19 0111611991. 10:451 TWSMi aH, i111E 1NS _0 EAS - - S26.Q0 Spokant Co, lR_. ~ , . f0~c~ Naomi Catherine Scotberg Grant C. Rice . Partner: C& G Partnership Partner: C 8► G Partnership . Grantor #2: G~ . . Robert L He an. Managing Partner SHELLEY LAKE DEVELOPMENTS, - a Washington General Partnership. . Grantor #3: _ " D niel P. Melville M ry Rj/ Melville lndividualiy lndividua!!y - Page 4 of 16 4nctudtng ovtline ExhiDits 'C.3', 'C.4', 'C.5', b'D_2' Shelley Lake Surtace Waler Crnrerage and Inundat'son EasemeM . ' - . - - - ~ - ^ , - - ~ 4069787 STATE OF WASHlNGTON . ) ~jj6j1ggr~1p 49 ) SS - WINSM110H, il lE lNS CO fAS _ S26.OD Spotane C4, a, COUNTY OF SPOKANE ) On the,,V,4-day of 1996. before me personally appeared Naomi Catherine Scotberg, to me known to be the individuat and partner wtro acknowledged the said instrument to be her free and votuntary act for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument. WITNESS my hand and officiai seal hereto affixed the day and year first above w(tten. k ~ • ,1~~ti~ ~ 7 L" ,r ` J vJ Yr ~ NOTARY PUBLIC in and for the State of » -e ''i.q~ Washington, residing at "_~l~L~L.! , ~ ic~.i►'~^~'L'~; ~..'La 1►%~~ ~ . ~ `~~►__..~jT~y"' STATE OF ) ) ss . COUNTY OF On the_/,f#Zday of 1996. before me personalfy appeared Grant C. Rice. to me known to be the individual and partner, who acknowledged the said instrument to be his iree and voiuntary act for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. WITNESS my hand and official seat hereto afiixed the day and year first above written. ~ ,~,,.•='y, t IL: ~ ~f-ti . ,,v~awy i =!,-s NOT Y PUBLIC in and for the State of . t_i+~~ ~e~ Gt~~s,l~K~0~ , residin9 at 5~/ r• "~..~tii,=l_~^..•t-••. C~ w - •:~1 •'i~'•f`t.~.~. v ~ . • 1 ~1"1`'C!~ !/T :y 1A~ '`~`:.~"~'r`~/ ~~►ti'y iw,l.. . #'r'5~33~ Paqe 5 0! 18 induding outfine Exhibfts 'C.3'.'C.4'. "C.S'. 3'0.2' Shelley Lake Surface Water Coverage and tnundaCwn EasemeM , , . . . . ~ - - ^ - - - - Y 4069787 Page: l af 19 STATE OF WASHINGTON MNStWiION, T_ilE IliS CO fAS ~ - SDo1r1ne Co~:~ ) . ic6.W. ka , A ) ss COUNTY OF SPOKANE ) On the ~ daY of ; t996, before me PersonaiiY aPPeared ~ Robert'L. Heitman, to me known to be the managing partner of Shelley Lake . . Devetopments who acknowledged the said instrument to be his free and voluntary act for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. jwr ITNESS my a and official seal hereto affixed the day and year frst above itten. NOTARY'I'UBLIC in and for theState of Washington. residing at A-e ' . i ; 1 ` • '•'~c - ` • ,7~ Q •Y r ~`y d ^ • : ~ STATE OF WASHINGTON ) ) ss COUNTY OFSPOKANE ) On the /cQ&_day of ~_01, 1996. before me personaliy appeared Daniel P. Melviile,- to me known to be the individual, who acknowtedged tFie said instruinent to be his free and voluntary act for the uses and purposes therein mentioned, and on oath stated that he is authorized to •execute the said instrumenL WITNESS my hand and officiat seal hereto affixed the day and year first above written. . ,.~;.'s~ ~a!~•-~r: s~ . ~•,..~r`;.r~'-4,•~Zf."J-.,•'~:.;''~ . ~ .l , ~ V1'; ~jJr' "'`'•.''ti``~: . ~ Y• . e ..n.- • ~,,~'^~o~-.. I~ i W.•g: / ~~s+ ~+RZ~7'a . a.~ ' NOTARY PUBLIC in and for the State of •~-~=~;~'`=-.r~~~'~~`-~ u:: . ~ ~ g' ~ '7~.°T ;Ciars.~c` . Washington, residing at . ~i• t `w: cF~° O`~~~J~. ~ ••Z1~ ~~~~n~J Page 6 oi 18 irircttuding oulUne Exhbiis'C.3'.'C.4'.'C.5', 6'D.2' Shelley lake SuAace Water Covesage and tnundation Easement • - ' • . 4069787 Pagt: 8 af 19 STATE OF WASHINGTON ) 01116110 10'6 )SS MNSAt OM, I_iLE ikS W EAS 116.00 IR j COUNTY OF SPOKANE ) On thef ft~Lday of , 1996, before me personally appeared Mary R. Mefvilte, to me known to be the individual who acknowledged the said instrument to be her free and voluntary act for the uses and purposes therein mentioned. and on oath stated that she is authorized to execute the said instrument. WITNESS my hand and officiai seal hereto affixed the day and year first abovewritten. fL~z ; P NOTARY PUBLIC in and for the State of ~~/y,~~' v: "~y;.~~~ ~ J~~^i`-y'/! Washington, residing at __75~~ ' c,'~ • f~ : ~,~-~cy';~S A~~~'~~~~~~~5• y . , • - : . • . . Page 7 of 18 includ'mg outfine Exhbits 'C.3', 'C.4'. 'C. S', b'D.Y SAelley Lake Surface Water Coverage arsd Inundation Easement A . . , . 1 J - . - r _ - - y - -Y - 4069787 Pape: 9 af 19 4111611991 10:6 _ 1wSiiIl1I0N, _1LE NS 00 E:S 526.40 *131e Co. 1R . Exhibit "A" see: Exnro►c -c.r ror o~~ine PARCEL 1 That portion of the Northwest quarter of the Northeast quarter of Section 24. Township 25 North, Ranae 44__Fast,W.M., County of Spokane, State of 'IlVashington, lying South of the right of way of the Chicago. Milwaukee, St. Paul and Pacific Railroad Co.; EXCEPT Conklin Road No. 1252 as conveyed by Document No. 874149A; AND EXCEPT the East 165 feet of the Nocth 285 feet of said parcel; AND EXCEPT any portion of the following described parce! lying within sald Northwest quarter of Northeast quarter: That portion of the North Half of Section 24. Township 25 North, Range 44 East. W.M., more particularty described as follows; BEGINNING -at the Southwest Comer of the North Haif of the Southeast Quarter of the Northwest Quarter of said Section 24; thence North 00°28d8" East, along the West Line of the North Haff of the Southeast Quarter of the Northwest Quarter of said Section .24; a distance of 646.39 feet to the Southerty Right of Way Line of Fourth Ave.; thence South 89°14'17" East. atong said Right of Way a distance of 1345.13 feet to the True Point of Beginning; thence leaving said Right of Way North 72°29'23" East, a distance of 94.00 teet; thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62°3645" West, a . distance of 180.56 feet to the beginning of a curve concave to the Southeast and . having a radius of 465.00 feet; thence Westerty along said curve through a central angle of 06°01'31" an arc distance of 48.91 feet; thence North 33°24'46" West. a distance 46.18 feet; thence North 000 15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 teet to the beginning of a curve concave to the Northwest and having a radius of 380.00 feet; thence Northerly along said curve through a central angle of 13°31'31" an arc distance of 89.70 feet; to the said Right of Way of Fourth Ave; thence South 89°14'17" - East. a{ong said Right of Way a distance of 16.17 feet to the True Point of Beginning. . . PARCEL 2 The Southeast quarter of the Northwest quarter and the North 671.75 feet of ihe Northeast quarter of the Southwest quarter of Section ,24, 25 Nod-b, . Page 8 o! 18 Endudirsg outfine ExhWs "C.3'. 'C.4'. 'C.S'. a-o.r G? Shelley Lake SuAace Water Coverage and tnundation Easement . . - - - - - - - 4069787 hge: 10 of 19 01 J 16Ii991 10:45~ ~;NSWIi QM, ITLE INS C4 EAS S26.00 Spakane Co, IA Range 44 EastLW.M.. County of Spokane. State of Washington; 'EXCEPT That portion of the East haff of the West haif of Section 24, Township 25 North, Range 44 East,W.M., described as foilows: 6EGINNING at the intersection of the West line of the Northeast Quarter of the Southwest Quarter of said Section 24 with the North line of ROTCHFORD ACRE TRACTS, as per piat thereof recorded in Vo{ume 12 of Pfats, pages 2 and 3; thence South 89°13'19" East, afong the North line of said Rotchford Acre Tracts, a distance of 976.75 feet to the Northeast comer of Lot 15. Block 4 of Rotchford Acre Tracts and the beginning of a nontangent curve concave to the Southwest having a radius of 560.00 feet, to which point a radial tine bears South 89°13'19" East; thence Northwesterly, along the arc through a central angle of 53°02'28", a distance of 518.42 feet to the beginning of a reverse curve concave to the East having a radius of 560.00 feet; thence Northerly, along the arc through a central angle of 76°10'04", a distance of 744.45 feet to the beginning of a reverse curve concave to the Northwest having a radius of 560.00 feet; thence Northerly, along the arc through a central angle of 23°2847". a distance of 229.49 feet to the North line of the South hatf of the Southeast Quarter of the Northwest Quarter of . Section 24; thence North 89°12'47" West, along said North line a distance of ` 630.73 feet to the Northwest corner of the South half of ihe Southeast Quarter of the Northwest Quarter of said Section 24; thence South 00°29'04" West, along the West tine of the South half of the Southeast Quarter of the Northwest Quarter of said Section, a distance of 666.66 feet to the Northwest comer of the Northeast Quarter of the Southwest Quarter of said Section; thence South 0°09'S6" West. along the West Iine of the Northeast Quarter of the Southwest Quarter of Section 24, a distance of 671.79 feet to the point of beginning. together with any added property resutting from property boundary adjustments with Central Valley School District as may be negotiated by "Lessor" andlor "Lessee"; AND EXCEPT Fourth Avenue Road No. 1252 as conveyed by Document Nos. 834305 and 834306; AND EXCEPT any portion of the following described parcel Iying within said Southeast'quarter of Northwest quarter: - That porfion of the North Ha{f of Section 24, Township 25 North, Range 44 East, "W.M., more particufarfy described as foilows; BEGtNNING at the Southwest Comer of the North Half of the Southeast Quarter of the Northwest Quarter of said Section 24; thence North 00°28'48" East, along the West Line of the North Half of the Southeast Quarter of the Northwest . Quarter of said Section 24; a distance of 646.39 feet to the Southerty Right of Way Line of Fourth Ave.; thence South 89°14'17" East, atong said Right of Way Page 9 d 18 tnduding outtine Ezhbks 'C.3'. 'C.4', 'C.5'. d'D.2' Shelley Lake Surface Waler Coverage and tnundaGon Easement . ` . f . . . - ^ - ^ - ~ - 4069787 Pagt: - 11 of 19 011161194T 10:4511 MlIT 4V ilf iNS CO JIS f26.00 ~darie Co, R. a distance of 1345.13 feet to the True Point of Beginning; thence teaving said Right of Way North 72°2923" East, a distance of 94.00 feet; thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62°3645" West, a ~S distance of 180.56 feet to the beginning of a curve concave to the Southeast and l t. ~ having a radius of 465.00 feet; thence Westerly along said curve through a central angle of 06°0131" an arc distan.ce of 48.91 feet; thence North 33°2446" West, a distance 46.18 feet; thence North 00°15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 feet to the beginning of a i curve concave to the Northwest and having a radius of 380.00 feet; thence Northerly along said curve through a central angie of 13°31"31" an arc distance of 89.70 feet; to tlie said Right of Way of Fourth Ave; thence South 89°14'1?" East, atong said Right of Way a distance of 16.17 feet to the True Point of Beginning. PARCEL 3 The Southwest quarter of the Northeast quarter and the Northwest quarter of the Southeast quarter of Section 24, TownshiQ 25 North, Range._4_ ast .M., County of SPokane. State of Washington; • Ff_' i EXCEPT That portion of the Southwest quarter of the Northeast quarter and the ' Northwest quarter of the Southeast quarter in Section 24, Township 25 North. Range'44 East, W.M., hereinafter refeRed to as EXCEPTiON PARCEL 1 and iCl>~'' ~ described as fo{Iows: . ` ~ BEGINNING at the Northeast comer of the said Southwest quarter of the Northeast quarter; thence North 89°17'15" West, a distance of 234.82 feet; thence South 39°27'30" West, 433.65 feet; thence South 43°09'41" West, 195.59 feet; thence South 51 °47'38" West. 121.44 feet; thence South 19°04'05" West,123.25 feet; thence South 6°39'21" Vlfest. 143.11 feet; thence South 15°40'34" East, 146.00 feet; thence South 29°18'16" East, 163.40 feet; thence South 40°36'47" East. 102.38 feet; thence South 37°39'33" East, 65.45 feet; thence South 38°37'21" East, 116.18 feet; thence South 12°5343" East. 92.54 feet; thence South 30°27'38" East, 50.65 feet; thence South 75°50'S6" East, 65.75 feet; thence South 87°24'S5" East. 86.41 feet; thence South 75°52'S1" East, 76.90 feet; thence South 4703424" East. 40.41 feet; thence South 87°46'S5" East. 105.09 feet; thence South 56°05'17" East. 41.39 feet; thence South 77°16'41"* East. 50.74 feet to a point on the Easterly iine of the Northwest quarter of the Southeast quarter lying 216.63 feet South of the Northeast comer of said Northwest quarter of ihe Southeast quarter; thence Northeriy along said Easterty line and the Easterfy tine of the Southwest quarter of the Northeast quarter to the Point of Beginning. . AND EXCEPT any portion of the foilowing described parcel lying within said Southwest quarter of the Northeast quarter. , Page 10 ot t S inctuding outrtne Exhbits 'C.3'. 'C.4'. 'C.5'. b'D.Y Sheltey Lake Surface Watet Coverage and Inundation EasemeM ' ' . . . ' - - - 4069787 . Page: 12 of 19 0111611991 10:4% 1RAM110H, 1 TlF NS _4 EAS • S26.00 SpoltUe-Co, IR. That portion of the North Half of Section 24, Township 25 North, Range 44 East, W.M., more particulariy described as follows; BEGINNiNG at the Southwest Comer of the North Hatf of the Southeast Quarter of the Northwest Quarter of said SecGon 24; thence IVorth 00°28'48" East, along the West Line of the North Haif of the Southeast Quarter'of the Northwest Quarter of said Section 24; a distance of 646.39 feet to the Southerly Right of Way Line of Fourth Ave.; thence South 89°14'17" East; along said Right of Way a distance of 1345.13 feet to the True Point of Beginning; thence leaving said Right bf Way North 72°29'23" East, a distance of 94.00 feet; thence South 11 °50'44" East, a distance of 149.02 feet; thence South 62°36'45" West. a distance of 180.56 feet to ihe beginning of a curve concave to the Southeast and having a radius of 465.00 feet; thence Westeriy along said curve through a , central angle of 06°01'31" an arc distance of 48.91 feet; thence North 33°2446" West. a distance 46.18 feet; thence North 00°15'12" West, a distance of 92.45 feet; thence North 48°45'S9" East, a distance of 42.59 feet to the beginningof a curve concave to the Northwest and having a radius of 380.00 teet; thence Northerly along said curve through a central angle of 13°31'31" an arc distance of 89.70 feet; to the said Right of Way of Fourth Ave; thence South 89°14'17" ~ ~ East, along said Rigtit of Way a distance of 16.17 feet to the True Point of -Beginning. : . _ AND EXCEPT from Parce! 2& 3. Lot 1, Block 1 of the Final Plat of Shetley Lake ' . at 506 N. Shelley Lake Lane. See Exhitiit °C.5" . Page i t ot 18 irtGuding outiine Exhbits 'C.3". 'C.4'. 'C.57, b'D.2' Sheiley Lake Surface Water Coverage and Invndatian Easement • A • " , , - , - , , ~ 4069787 Pagc: 13 of 19 0111611991 10A ~HStI~ IONi ilE INS CO EJ1S ..56.4D . . C0, ~ - Exhibit sea: Exnrbrt -o.ZM ror mnitne That portion of the Southwest quarter of the Northeast quartet and the Northwest quarter of the Southeast quarter in,;3ecI1m 24_ Townshio 2-ri Nnrth, RangP 44 East, W.M., County of Spokane. State of Washington, described as foflows: . BEGINNING at the Northeast comer of the said Southwest quarter of the Northeast quarter; thence North 89017'15" West, a distance of 234.82 feet; thence South 39027'30" West. 433.65 feet; thence South 43009'41" West, 195.69 feet; thence South 51 °47'38" West. 121.44 feet; thence South 19004'05" West. 123.25 feet; thence South 603921" West, 143.11 feet; thence South 15040'34" East. 148.00 feet; thence South 29018'16" East, 163.40 feet; thence South 40036'47" East. 102.38 feet; thence South 37°3933" East, 65.45 feet; thence South 38°37'21° East, 116.18 feet; thence South 12°5343" East. 92.54 feet; thence South 301127'38" East, 50.65 feet; thence South 75050'56" East, 65.75 feet; thence South 87024'55" East, 86.41 feet; thence South 75052'51" East, 76.90 feet; thence South 47034'24" East. 40.41 feet; thence South 87046'55" East. 105.09 feet; thence South 56°05'17" East, 41.39 feet; thence South ' 77016'41" East. 50.74 feet to a point on the Easterty line of the Northwest quarter ~ of the Southeast quarter fying 216.63 feet South of the Northeast comer of said . Northwest quarter of the Southeast quarter, thence Northerty along said Easterty _ tine and the Easterty line of the Southwest quarter of the Northeast quarter to the - Point of Beginning. . , . . - - Page 12 ot 18 induding outtme Exf►bits 'C.3', `C.4'. `C.5'. b'D.2' Shelley Lake Surface Water Coverage and Inundation Easement . , ~ ^ - - - - ~ - 4069787 Paqe: 14 af 19 011151199T 10;491 1PANSN111101, 1tilE NS 00 EAS , S26.00 __SPokane Co,a:-. EXH I B IT "C" See: Exhibtt'C.4' a C.S' 1or autllrte LEGAL DESCRIPTION FOR FINAL PLAT OF SNELLEY LAKE o - That Portion of the North Half of.Sertior24__ T_,25 N,+ .,E_W.M.. Spokane County, State of Washington more particulariy described as fol{aws; Beginning at the Southwest Comer of the North Ha1f of the Southeast Quarter of the Northwest Quarter of said Section 24; thence N.0002848"E.. along the West Line of the said last mentioned a distance of 646.39 feet to.the Southerly Right of Way Line of Fourth Ave. as it now exists 40.00 feet in width; thence S.8901417"E., atong said R+ght of Way a distance of 1345.13 teet; thence {eaving saici Right of Way N.72029'23"E.. a distance of 94.00 feet; thence S.11050'44"E.. a distance of . 149.02 feet; thence S.2702315"E., a distance of 30.00 feet; thence S.6203645"W.. a distance of 40.10 feet; thence S.27023'15pE.. a distance of 136.13 feet to a point ~ on the Ordinary High Water Line, Elevation 2009.1 (N.G.V.D.) of Shetley lake as - established per fietd investigation by Mr, Doug Pineo. Washington State C?epartrnent of Ecology on 26 March.1993. thence proceeding atong said Ordinary High Water Line of Shetley Lake the fo{lowing four (14) courses: 1.) S.61 °11'22"V11.. a distance of 33.11 feet; 2.) S.56002'59"VII., a distance of 83.75 feet; _ 3.) S.50°53'14"W., a distance of 88.73 feet: 4.) S.41 °5442.:W.. a distance of 31.99 feet to the East Line of sa'sd North Haif of the Southeast Quarter of the Northwest Quarter of Section 24; 5.) S.41°54'42"W., a distance of 62.60 feet; 6.) S.49°4556"W.. a distance of 82.93 feet; 7.) S.42021'18"W.. a distance of 92.97 feet; 8.) S.41035'30"W.. a distance of 97.85 feet; 9.) S.41 °45'23"W., a distance of 95.58 feet; 10.) S.40047'03"W., a distance of 96.30 feet; - 11.) S.37°29'53"W., a distance of 95.62 feet; 12.) S.32019'41'1N.. a distance of 94.99 feet; 13.) S.44045'31 "W., a distance of 59.09 feet; . 14.) S.28010'40"W., a distance of 68.12 feet: thence teaving said Ordinary High Water Line of Sheltey Lake. S.7505T43111/.. a distance of 67.13 feet; thence N.61053'00"W.. a distance of 320.00 feet to the begirining of a curve concave to the Southeast and having a radius of 380.00 feet Page 13 at 18 induding avUine ExhibRs'C.3 ,'C.4'.'C.S. b`D.2' SheUey Lake SuAace Water Coversge and Inundatan Easement . , , . . ` . • - , _ ~ , -,r-. _ _ ~ _ 4069787 . hge: 15 of 19 4111611991 tQ:6 tMSHMuI~ TITIE 1NS -4 EAS $26.00_ Spim Co+ IR . (from which point a radial line bears S.62028'11 "E.); thence - Northefty alone said . ~ curve through a central artgle of 00035011' an arc distance of 3.89 feet; thenoe N.28°07'00"E., a distance of 313.08 feet to the beginning of a curve concave to the Southeast and having a radius of 745.00 feet; thence Northerly along said curve through a central angle of 01°42'12" an arc distance of 22.15 feet to the South Line of said North Hatf of the Southeast Quarter of the Northwest Quarter; thence N.89°12'57"W.. along said South Iine a distance of 593.94 feet to the Point of Beginning. Containing. 24.38 acres more or less. NOTE: Lot 1. Btock 1, of the Final Piat of Shelley Lake has been retained by Ralph & Lula Rice as their primary residence at 506 N. Shelley Lake Lane. See Exhibit °C.5" , • . . l Page 14 ot 18 induding outline Exhibits'C.3', 'C.4', 'C.5', b'D.2' Sheltey Lake SuAace Water Coverage and Inundatian Easement r - • r 4069787- P:qe: 16 of 19 ThANSN~ii QH, ITlF NS W EAS _ Oi/161199t t0:45A s26.00 . s*av co, a . Pre iminary Pat of - . Shelley Lake PUD IPROXIMtTY DRAWWG ONI.YI . ~ z C. u~~ SsEaftdCf Bl- yt S 32 31 < . E)dWlt •c• UR-1t22 < SY Flnaf Piat ot She~Aey Lake PUD .g .o 3e „ 36 6 30 ~ (1 3 ~ ~ t 2 3~ S 6 7 e 9 b n 12 2D ~ CJ Zp 21 n u 24 n 26 27 a 7 3~ I ~ ~ Q e ~ ~a • ~ ~ E4"L s - ~ 10 s ti S G Ro. ~ p y < 9 V yt 22 i~ 3 n z p . 4 ~ W , 65.3zd ` e . , 6 HIB1T ",B" ~ ~ C SNELLEY l~"• Fnal Plat Qf ` L A K E PR OPERTY st►eQey t_alce Pvo z' 2 1 A c r e s - ~ooa%~n ea,a,ar uES to ~ E n ~ I E ~ Rm~eoElOr+o~ N ~ E..... _ .k. t3 n ~ Mes Q 20 S 3~ 6 a 7! ~ a g O 23 ZI S 3 ! Z 3 ~ S 6 7 26 Dita pevlde A~►. 2 a n ~ ~ ~ INLwMD 2~ - 2a 23 n r Pwcs~c 21 4 29 ' 4,~ ~r 20 b 30 A 32 33 ~2 rti . t : 3 1 S 0 ~ D p ~:J 6 4 z e 4 u p p Z, Orsw~+p iwt te ses1o 1 Y• 3 9 3 40 ~ S q ~ lS N : - g Exhibit "C.Jr 3 7 u u TROIL ~ a.n.e er• • e .s r c) 24 "ccrm F1t 5181Y47.OCO m Am y S SR (EXI,TNC - w..~ ~r.. ~ 9 tp p 12 nO IN ~ W b ~ • ~ 1 at - 3S • am Ia 22 34 j} d ~ Z~ 2` 32 R.P. MELVILLE a - 25 < Company. tr- r 26 Nuuvcw.wu ~ 9 Q ~ 2O ~ ~ ~ 11019 E. Uptlvor Qrtv• p ~ b Spoksne. WasAtnpton 99206-I544 O (509) 924•8000, Fex (509) 921-0969 8 23 29 6rtak me1v3e@melvEenet ~ btemeC ht1p!/wwwme1v0e.ne1 E4*,F. A" R-q~ SoutJ,en, 9ox+cb,-v Located in Spol, , . at the corner of 4th & Conkfm tiVOulB! Pagt; ti of 19 , C1411991 14;4sk ~ iR4NSFA1I0N, IiIE 1KS 'CO - fAS $26.00 Spakane Co, W1 ~ vpkA . Mta UrE spa,,+e carm xmlaRS arrtvw%n, TqACT U TRALT 40 ~ IR att, a t/ 7 ~µvw me..w r' ~^.I~i ~ .~+r~:~s°' ' roxm ~tio~s J . ►AAnW nwAE . , + 1. I' r~~ I sre3 : r~ r waMPA.l ~ Q RMKlWrO Q ~ wr ~ ~ ~ ~ T i~ i. ~ ! ~ J► ! ~ ~1 ~r ! 1 nt'r 11 ~M / iw E ~ ` ti i ~ ~ r t ~ r A8U M/ 16= ~L= ~M ~ f ' ~MM/~ ' O I 1 r I I ~'.t r~ r• S ` 1 ~ ~ L= ~ w'tM r~t S ~ O .~in z ~~j'I~ ~w • ~ I► ~ ' 1 ~,.y • V O r ~ ~ l ~ AP'' ~ ~ ~ ~ ~ ► ' ~ ~ ~ y ~ Jj r 1! ~ ti ~ ~ ~ w ~ f,~'~` Z #s~~. ♦ _ : ~ s ~y{~~ b r I• ~ b ~ ♦ • ~ `~~*y~ ~ ~ ~ rw~. v V Q Il ~ ~ ~ ~ ~t; ~Q~ I ~ • ~ ~d~r" j ! • ~ S*.,~, ~ • ~Y~ ~ `~N il~~~ ~ I ~`~\~~1 ~ ~~1' 3~s ~ jr ~0 N ~ g ~ `lw v . ~ r• ~ ` ~u ~ w'~ ~ i ° ~ p 'r''~ ~ R ~ ./~lL ~ ~i, t J ~iir~• ~ ~ ~ ~ f ` ~ ~ ~ .K~ Mi ~ r• ~ ~ ~O ~ ? n '1 , 0 , : i r~r ~ rl ~ °a.na.uiA J. ~ , tssH7 ~a rSAt ja9F!~ om o .mr~.~.nwarrs ! ~r, ~ 1 ~qr ~1 .n• ~1 f'~n) 1 1 dlr. ~ ~~1 ~ ~ ' a.a Is Iata.~.ww { 1 1! ! ~ ir ' 1~y 1 ~ilw ~i~w ~ ~l ~ / • ~ N a.+l ~~+P 4nt ~ 1 ~NN~w{V~W• O .M ~I. ~ , J r,~1 ' •+O14~MYNA~ ~I MI V M ti/ M/ ,1J A " I 7 T J~V y~ vr, • ~01M+p~s ~ ~ r ww :r~W~1~u~~i Daw ~ Y YY~fMO ~ f ~ ~ , w~otiwah ._~jMO~• ~ • 40O TA" . br. `p1a ~ w ~ `•~P• ~ ~ ~ ~ eAus ar etAqr" , 1 ~ M~r+~• ~r.~sw♦ ' SHEIIEY IAKE DEVELOPMENT9 1t0i Il prMh^ W1~ / ~ 4i ~ ~ ef+KhOR~ NdfCi . IpoklM, MA M301 (601) /q•fq! ~ ♦ ~ ~ A ` f ~ ww"~°~w ~ ~w 1` s ~'tw.Z~rrra.~rwt~"w~ p~rYy M~~MN Ip "uw ~ ~ KCVOCY S1ATE?44 ~ rom~~n ICO~~ . ~ !`+RL. ~ Ex~hibitieC.4" ~8s~. MIMNWr,~}19 l,~"q RP. ~V~ p SHELLEY IAKE rw r 71 Iqwn ~ . w ~i.. r.. ►~orM ~~Q1 $ V IMmr/ WI W►NM«W w+~w~,^.~..,r MA104 e M rr IIwM WN @I• . , r rww•rw r...r 84. TIW. MNMY. S~EET 2 Of 9 ~r•rw e~wr. M«~+~ ' . ; i i 4069787 Pagtc 18 of 19 01:16;10.91 10;~S11 : ' RANS ik v I, ' ilf i IS A EAS ~2b,0u Spoka~t Ca, WI ' ~ I MN Ir. SiOCMt CaMr NDJi0R5 CtAtFGA1E ~ A eo~ Y I ~i~ = " bHEIIEY LAKE ~ Z°,rao;~'- • DEVEIOPMENTB 1l01 K DIV4lw6 tull* 1 EXhlbll *C.5' Amp 0- 8D1°" 6PMaa, WA 19101 1Ni VUf1~oc02 naq •aau~ , VMA 8 ` TFACT 40 a~~+l Morwd Ip o~wc cws ~ r ~.YR RP. MELYILLE 0.""" Urr a w ►r CQ OQ1 J 0 1 `MAiW LM r.~ arrrrr I ~ r.r i uaw I . ►OWtN ~nKxt n py~1 ~ w+~at ~ r+u~ r~on ! 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FWvAT[ 6T1EIT ~ar ` E ~ 1~fGVA1C STNtLi 6lANl+ SETBAO(5 IINAL ~IAT 0/ . iOi 1OT51,TMal IB B.OJf 8 " -JUUVC XTB~_S__. ~ SHELLEY LAKE r 1.aw • ` ~ ~ ' p 1w.a uri D.rw~0 • Iwnu~w leww1 r M MMM.wn o/ r••+•rr ~wr IsNW (I, 11M~ oNIMib • SfEET 3 OF 9 b~►IM 6M1b MIWy1M • ~ . ~ 446- 9787 ' Page; 19 0f 19 , 011161149110;45A tANSA 0 1, ' ilE iNS A E,S MAJ Syokane Co, IA •.ot~ „~N E x hibit "D.2" IM MM60M NNMM WA As IM IM MM WN Qf0111a1r M10h walel ElIYat101) E.009.1 N MsMMM M MN MrM MMf M ~NnNwl ~NMw~ ~ ►N M au~~nre N a~M4 per fldd InnHlpatlon 1r Mr, Doup Plnoo S h.e I I e y L a k e •'w"ti aL coe en Nucn te,,o„ tJ►Jl/4 OF TFE SEf/4 ane svrver er Mlane oaeNio Englns►rino , on IAUC1~ ~b ,tte, , AsIaHoE AICs LoM1C ~ w.n eouraur. ~ 8Mn•r laks, ►u0 ►lil Propalr 6MIlor (aMe PUO ( • ~ ~Itl Properlp . . ~ . ~ ' . . A A MCIIIIIM ~ ~ . A A • yw A A . ~ ~~I~IMII~'A1ea . . . ~ . . . • e.a:.o Ma ~J . . , , ~ 1i ' r r , r , • , • Cw r~Mt ir+~YM T , , ~ HN Rod~ eL« ru L~As MwMatMe , • M~ • l1i1 AIes • • • A i. i. l.11 lo MOL . A A . . • . . I . . . . • . . • J ' ~ • • . ' V . . . . . ` ~ ~ . A A ~ Gl'MM tN~%N~ 1 ~ ' : . A ~ . • \ \ . • A 0 j ~ . . a . . ~ ~ . . . . M ~ • ~ ~ / ~ K! 10ltM1 . \ , N/O~tp~ Uw,Dn 1Nl! Z M~.1eS.:r ~ • I SW1/4 OF THE NEV4 o~~ Rstdnid Rlol Land wliotrNlbtrlaMO RoIaIMO Rlto . •usment b tOdf aan MOL DeedeO Land NatA BAdby 1~~~ PUD R~tdnt•d Rla• ~ land ~~a lylnp eutdes tM •ssomrn1 h peundary ~l~t 1top~rfr Land 6oulA 11,62 aaa NOL TAeN Ilpvr*i raO • ei~a~~r dolamMod Ironn CAD oakutadonl wIth knewn ourroy dau. TM ust 1 06Ma• r ' •Ulmd Rla Land FasI Eowdety li^gs of sstib* Crak 6to not ~wvead. a ~ aww M ~ .+wc w ~r: Iw w~y «w w ~.w trM 1w wM►~ M ~ ZT= LAKfi INUNOATION, IIECAfAT10NAL lA/EMENT AMO IAND A11EA 11A► R011 I~AMp ""a"`~ RETAINED RICE LAND tP"orip~r ~NOtNlIIIMO . II1 11M H MU M ~111~ y ~~...r 1o011e1 IA EoHleq 21. ToMNI/h1a lEK ll60190 11 l1V11, w+w W• NM w~ yA+~ tMt M I I to.e►M ceunq, w.lNep.e . I ~ rr~ `r.~. w~r w~i.w i~~ JuWUY 1~ 11/1 , ' . me, eHeuwo.oco ~--,-8*- ~ ~ ~ 4584542 ~ Pa e: 1 of 3 0510812041 02,29P r.nu Qn nn c~~4~~o r.~ ~ua can~tduc m rur.TU~rae ~ ~ AFTER RECORUING RETURN TO: Spokane County Public Works Development Enginccring Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Document Title: Declaration of Covenant Grantor: C& G PARTNERSHIP, GRANT C. R1CE, NAOMI C. SCOTBERG and SHELLEY LAKE HOMEOWNERS ASSOCIATION. Grantee: SPOKANE COUNTY and SHELLEY LAKE HOMEOWNERS ASSOCIATION. Abbreviated Legal Description: PTN. SEC.24, T.25N., R.44E., W.M. Assessor's Tax Parccl er • 2~45„,.9151 County Reference'".: . Declaration of Covenant In consideration of the approval by Spokane County of SHELLEY LAKE THIIZD ADDITION (hereinafter referred to as the "Development"), the undersigned covenants and agrees that: 1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The SHELLEY LAKE HOMEOWNERS ASSOCYATION or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest. 6. Should the SHELLEY LAKE HOMEOWNERS ASSOCIATION be terminated for any reasons, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the SHELLEY LAKE HOMEOWNERS ASSOCIATION at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots Nvithin the Development who are served by such road may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. 1~ , . ~ 4584542 05~oar2aoi ~o2;29P cvnvdNG rn cticimccac rnu an nn cnAkano r.n B 9. WAR.NING: Spokane County has no responsihility to build, improve, or maintain or otherwise service the private roads and associated drainage facilities contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage oY snow rernoval on a private road or its associated drainage facilities. 10. Whenever the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest or lots in the development. 11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. f6 IN SS WHEREOF, the undersigned have caused this instrument to be executed on this 0' day of A- I , 200 l C & G PARNERSHIP A Washington General Parmership - ~ . ~ . By: (Title) ~ State of Washington ) )ss County of Spokane ) NAom l cAryCe1A1,C sa&T,6E12. I certify that I know or have satisfactory evidence that is t-he person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the 0 1? A&M~ of C&G PARTNERSHIP to be the free and voluntary ac fo the uses and purposes mentio d in e instrument. Dated ~~TRICE I. SHELDON - ~ ~RY PUBLIC WASHINGTON No`~ary Public in and STATE OF CC'~` ~IMISSION EXPIRES for the State of Washington. ~U~~ .~5 My Appointment Expires: , 2003 / GR.ANT C. RICE C.. State of Washington ) )ss County of Spokane ) On this day of 200, before me personally appeared GRANT C. RICE to me known to be the individual described herein and who executed the within and foregoing instrument and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and pwposes therein mentioned. Given under my hand and official seal the day and year last abo een . ~~'l A '0 A Dated p?i . Noigy Public in and for the State of Washington. , My Appointment Expires: Q~ `~u.e'Yn., NAOMI C. SCOTBERG BEATR E I. SH~DpM NOTARY PUBLIC STATE OF WASHINGTON C'r'r 9iVl1SSION EXPIRES -!UNE 15, 2003 ~ 4584542 a: 05~08 j2041 ~ 02 29P cpnKetir rn rNr.ttiGCAC rnu Qn rn cnAkanp r.A we State of Washington ) )ss County of Spokane ) On this ~ day of 200 before me personally appeared NAOMI C. SCOTBERG to me known to be the individual described herein and who executed the within and foregoing instrument and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal the day and year last above written. Dated EArRICE I. $I-IELppN ~ TARY PU13LIC tary Pub~~c in and c 4~ OF WqSHINGrON for the State ot' washington. c^ MISSlON EXp My Appoinhnent Expires: JUR~E 15 1RES ~ , 2003 SHELLEY LAKE HOMEOWNERS ASSOCIATION A Was ' gton Co rat' n ~ By: (Title) State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence thatPX I &MV~i (S.4pe person who appeared before me, and said person acknowledged that he/she si ed this uistiument, on oath stated that he/she was authorized to execute the instniment and acknowledged it as the )6~-7k~91,0 EA,,gr- of SHELLEY LAKE HOMEOWNERS ASSOCIATION to be the free and voluntary act of such party for e us s and purposes mentio d in the instrument. Dated TRICE I. SHE.DON " TARY PUBLIC No~ Public in and STATE OF WASHINGTON for the State of Washington. CC"~J1y1AISSION EXPIRES My Appointment Expires: 6-/01"a JUNE 15, 2003 i ~ ~ - - - - - 4584543 Pace: 1 ° ~;29P 05 0812001 mu an nn c~~ka~o r.~ cvnkeuG rn G~r1 tiGGR~ S~07 c AFTER RECORDING RETURN TO: - Spokane County Public Works Development Engineering Services, 2ad Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Documcnt Title: Drainage Declaration of Covenant Grantor: C& G Partnership, a Washington General Partner, Grant C. Rice, a married person, and Naomi C. Scotberg, a married person, each as their sole and separate property Grantee: Spokane County and Shelley Lakc Homeowners Association Abbreviated Legal Description: Section 24, Township 25 North, Range 44 East, W.M., Shelley Lake PUD, 3~d Addition Assessor's Tax Parcel Numbers: 452 .9151 Couaty Reference: Plat No ' SPOK:ANE COUNTY ENGINEER'S OFFrCE Spokane County, Washington DRAINAGE DECLARATION OF COVENANTS In consideration of the approval by Spokane County of Shelley Lake PUD, PAddition, hereinafter referred to as the "plat", undersigned covenants and agrees that: Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of water quality treatment swales, ponds, ditches, culverts a.nd any other drainage facilities, if not properly maintained by the property owner(s) or the Shelley Lake Homeowners Association. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such facilities. The property owner(s) within this plat shall be held responsible for lceeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner(s). If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner(s). Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either, a) all runoff is routed away from the building and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All drainage facilities for this plat, including any water quality treatment swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may exist properties located uphill and adjacent to this subdivision that periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff from adjacent Page 1 of 3 4584543 ! s 0008J2041 o02;29P OnKetic M GNr.tKM rnu tn rn cnAkano N Wd properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. The Shelley Lake Homeowners Association, or its successors in interest, shall maintain the water quality treatment swales and drainage facilities located in Tract A and in Tract C, in conformance with the approved plans on file at the Spokane County Engineer's Office. Maintenance of water quality swales and drainage facilities includes, but is not limited to: maintenance of a permanent ground cover (live, native-type dryland grasses or lawn turf, with optional shrubbery and/or trees which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans) on all water quality treatment swales and drainage ditches; removing and disposing of the soil and ground cover at such time Spokane County deems necessary, and replacing the soil and ground cover; keeping open and cleaning drywells, pipes, catch basins, ditches, drainage ponds and swales; and the replacement of drainage structures/facilities as needed. No structures, including fences, shall be constructed directly over or within a water quality treatment swale without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or maintain these drainage facilities nor does Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such facilities. If Shelley Lake Homeowners Association, or their successors in interest, fail to maintain the water quality treatrnent swales and/or drainage facilities in Tract A, in conformance with the accepted drainage plan on file at the Spokane County Engineer's Office, the County Engineer may give a notice of such failure to the Shelley Lake Homeowners Association, or their successors in interest. If not conected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the Shelley Lake Homeowners Association, or their successors in interest. The Shelley Lake Homeowners Association shall be responsible for payment of all claims and other liabilities that may become due for said maintenance responsibilities. Should the Shelley Lake Homeowners Association be terminated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of Shelley Lake Homeowners Association at the time of said termination. The successors in interest shall share equally in the responsibility and cost of maintaining said drainage facilities. This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as provided herein. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this ~'kday of Mw 2001. / . c Grant C. Rice State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that Grant C. Rice is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes menrioned in the instrument. CE I. SHEL.DOIV ~ Dated `tTNOTARY RI PUBLIC E OF WASHINGTON Nory Public m and for the Sta~t'wasl~ngton. My Appointment ExpbMISSION EXPIRES UNE E 15,2003 IN V'JITNESS WHEREOF, the undersigned has caused this instrument to be executed on this ~ day of ~ 2001. Page 2 of 3 . 4584543 o02,29P ~ P~~J2001 3 3 ccnKetiF rn FWr.tuUac rx►v ¢n m cnAkanp rA we s . Naomi C. Scotberg State of Washington ) )ss County of Spokane ) 1 certify that I know or have satisfactory evidence that Naomi C. Scotberg is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Dated iCE I. 5HELDON - NOTARY PUBLIC ~ - STATE OF WASHINGTON o a Public in and for the St te~of w hin ton. CG'~qMiSSION E My ppointment Expires: / g XPIRES , JUNE 15, 2003 IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this ~ day of 2001. C & G Partnership A Washington General Partnership By: (Title) State of Washington ) )ss County of Spokane ) I cercify that I know or have satisfactory evidence thatAlAOM/ L'ATI/ER-jA/F 4SCd~~E-V- (o is the person who appeared before me, and said person acknowledged that he/sl1e signed this instrument, and on oatll stated ihat h%jte, was authorized to execute the instrument, and further acknowledged that as the 8 IW`Z7-N of C& G Partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated - EATRICE I. SHEtp~J rNOTARY PUBLIC Nota Public in and for the S te f VVas i gtoi~. ATE OF w My Appointment Expires: ASHINGTON 'vIMISSION EXPIRES JUNE 15120Q3 Page 3 of 3 ' . Exhibit "A" February 19, 2001 SHELLEY LAKE 3RD ADDITION LEGAL DESCRIPTION TEMPORARY OFFSIT'E DRAINAGE EASEMENT That portion of Section 24, Township 25 North, Range'44 East, W.M. in the County of Spokane, State of Washington, describes as follows: Commencing at the southeast corner of Lot 1, Block 3 of SHELLEY LAKE SECOND ADDITION according to the plat thereof recorded in Book 25 of Plats, Pages 93 and 94 in the Auditors Office of said county; thence S00046'03'1N along the easterly boundary of said plat, 21.47 feet to the True Point of Beginning; thence continue southerly along said boundary the following three (3) courses: (1) S00046103"W1 88.53 feet; (2) N89113'57"W, 7.84; (3) S00046'03'1N, 110.00 feet to the southeasterly corner of Lot 2, Block 4 of said plat; thence S81019'57"E, 638.82 feet; thence N59052159"E, 169.55 feet; thence N29007'19"E, 158.27 feet; thence N60052'41'1N, 70.00 feet; thence S29007119'1N, 68.66 feet; thence S24022'13"W1 30.00 feet to the beginning of a non-tangent curve concave to the north having a radius of 530.00 feet through which a radial line bears . S24022'13"W; thence northwesterly along said curve through a central angle of 1034'49" and an arc distance of 14.62 feet; thence S41015'44'1N, 136.21 feet; thence N46000127"W, 101.72 feet; thence N55017'56'1N, 30.40 feet; thence N45011'48'1N, 155.27 feet; thence N63038'491W, 124.32 feet; thence N76001128"W, 71.90 feet; thence S81040'34"W, 292.77 feet to the True Point of Beginning. • , ~ . ~ •'~Q. ~o - o. ~ ' . P '809 N O C `S's. 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I C` 'i j1-, u'%r : . ~r; ~'~'i-.::~,:~~= =:";j:ri : f t /J~`1:Iii.•~u' t4'r"1e'~„~,'.'j~.' la .c.P~ '.~,r,:!:.:::..~'?~a=7~~`,0~~:.~! ao _i;t'~,~'~r.i:'.%~4+„y-r - •:s;. e ~1 f "'~i ~.1.~' i "9i ~f' •i 1y,i~i , ..ry._ `~'f w'i~ t•Ira" :`~3r'_a~S_?:•';~,'::~ : - ~ r _ s.: ~s''• ' r` ..1rY[^.:il' -r'::..'' ' ! ~ ~ /N.,.S , 4 r~~2 ,:'t• ~`~i.!'~ : ,4,•I'~'4 ~i~i.~ <~•:]f ~ppH~+s:::T. • . f ~ fl i 1 S: ° : / ~l"~~s3;. r I ~ : ~ / . t.:~~ii ~i • ~ ~+r~s{ i~ ig ti .X '...-'_-~-tJS.~~ ' iiii~ ~ % y i:'~ ._......./.i r,,~v;,dla4j~ / t •~`T`~•: 7 ~3~;~:v. ~'s'., :::.:.:•;-•1 • 1 , .1~ . :iiifi~.il5'~ r? : P J" ~f,.'Yfa . .~'v+~ ~ a~rk,~».a'.~ :.-s:. «~r.' _ . . Exhibit "'B" ' 4584541 , ~~~j2001 o 02;29P cenlraur rn rbir.iucroc cae Qn M cn4imo rA We After Recording Return To: Spokane County Engineer's Office Attendon: Colleen Little, EIT • ' Document Title: Temporary Drainage Easement Grantor(s): C& G Partnership, Grant C. R.ice, and Naomi C. Scotberg Grantee(s): Spokane County and the Shelley Lake Homeowners Association Legal Description: S24, T25N, R44E, VV.M., Spokane, County, Washington Additional Legal Descriptioo: See Exhibit "A" Assessor's Tax Parcel Number(s): 45245.9151 Reference Number: P 1750C D1te: April 26, 2001 Requested by: Robert L. Heihnan Prepared by: Colleen S. Little, EIT Purpose: Temporary Drainage Easement Road File No(s).: n/a Road Name(s): Shelley Lake Lane Spokane County Engineer's Office Spokane County, Washington TEMPORARY OFFSITE DRAINAGE EASEMENT IN THE MATTER OF Shelley Lake 3rd Addition, Spokane County Project No. P1750C, hereinafter refened to as the "plat," KNOW AI,L MEN BY THESE PRESENTS, that the Grantor, C& G Partnership, a Washington General Partnership, having a business address of 11609 East Valleyford Avenue, Valleyford, Washington, 99036, Grant C. Rice, a married person, and Naomi C. Scotberg, a married person, each as their separate property, for and in consideration of Mutual Benefits, the receipt of which is hereby aclrnowledged, grants to Spokane County and the Shelley Lake Homeowners Association, a temporary offsite drainage easement, under, upon and across the real property (described in Exhibit "A" and depicted in Exhibit "B") situated in the County of Spokane, State of Washington, in Assessor's Parcel No. 45245.9151. A blanket drainage easement is dedicated to Spokane County and the Shelley Lake Homeowners Association over the property described herein for the purpose of providing a Temporary Offsite Drainage Easement for conveyance, storage and disposal of stormwater runoff from properties discharging said runoff onto the property described herein. The Temporary Offsite Drainage Easement area must be maintained in a vegetated condition and there shall be no man-made impediments to, or concentration of, runoff flow into, onto and/or within the Temporary Offsite Drainage Easement area, other than that which currently and naturally exists. The property owner(s) and the Shelley Lake Homeowners Association shall be held responsible for keeping open and maintaining any and all drainage facilities within the Temporary Offsite Drainage Easement area as shown on the approved and accepted plans for this plat. If the property owner(s) or the Shelley Lake Homeowners Association fail to maintain the drainage facilities within the Temporary Offsite Drainage Easement area, a notice of such failure may be given to the property owner(s) and the Shelley Lake Homeowners Association. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner and the Shelley Lake Homeowners Association. Existing drainage basins located uphill and/or adjacent to this plat discharge stormwater runoff onto and within this Temporary Drainage Offsite Easement area. Therefore, runoff from these existing basins should be expected, and during snowmelt periods or wet seasons, the Temporary Offsite Drainage Easement area R. E. Ex •'se Tax F.xe t Date 29 a f S e n B 4584541 E Page; 2 of 3 05108 j2001 02:29P cenKetic rn cur.TNccac cec ¢n rn cnnkanp cA wd may be subjected to higher amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff from these basins has discharged onto this project prior to development, stormwater runoff will likely continue to do so after development. It is the responsibility of the property owner(s) and the Shelley Lake Homeowners Association to maintain the drainage facilities within the Temporary Offsite Drainage Easement area in such a manner so as to prevent property damage from occuring. Spokane County and its authorized agents are hereby granted the right to ingress and egress to; over and fram all drainage easements for the purposes of inspection and for emergency maintenance if said easements are not properly maintained by the property owner(s) or the Shelley Lake Homeowners Association. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way, except in cases where Spokane County specifically assumes that responsibility in writing, which may be defined herein through the adoption of a Special Stormwater Management Service Area, or in other documents. Neither does Spokane County accept any liability for any failure by the property owner(s) or Shelley Lake Homeowners Association to properly maintain such areas. No shuctures, including fences, or landscaping improvements (including but not limited to grading, terracing, block walls, etc.) may be constructed directly over or within the Temporary Offsite Drainage Easement area without the expressed written consent of the Spokane County Eng-ineer. Spokane County does not accept the responsibility of maintaining the drainage facilities within the Temporary Offsite Drainage Easement area, nor accept the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction andlor maintenance of these drainage facilities within the Temporary Drainage Easement area as described herein. This easement shall run with the land in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as provided herein. This blanket drainage easement will vacate only upon the filing of an accepted and approved Final Plat, only to the extent of any new plat. The blanket easement will remain on any unplatted parts of the herein described easement area. IN V'dTINESS WHEREOF, the undersigned has caused this instrument to be executed on this e- daY of M4 2001. . C , ~iGP rant . ~CRice State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that Grant C. Rice is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. Dated ~ - / CE i. SH~DON ~ RI NOTARY PUBLIC tary Public in and for t n. STATE OF WASHINGTON My Appointment Expire COMMISSION EXPIRES i JUNE 15, 2003 IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. . 0-4 Naomi C. Scotberg State of Washington ) )ss County of Spokane ) I certify that I laiow or have satisfactory evidence that Naomi C. Scotberg is the person who appeared before me, and said person aclaiowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Dated ",6-/31/O / • BEATRICE I. SHB.DON 4Ntaryublic in and for the State o ashi gton. NOTARY PUBLIC My Appointrnent Expires: . STATE OF WASHINGTON COMMISSION EXPIRES JUNE 15, 2003 ~ ~r 4584541 Pa e; 3 of 3 conreur rn rucrucrac Q5~0812001 02,19P cec 4n nn r„ we IN V'►JITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. C & G Partnership A Washington General Partnership '-a, ~ By: (Title) State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that/(MOM / ifAOC4JA16- S'Cd7-~AZ6 is the person who appeared before me, and said person acknowledged that he/she signed this inshument, and on oath stated that {he/she} was authorized to execute the instrument, and further acknowledged that as the M&A6lwd pAAZ. of C& G Partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated O • BEATRICE i. SN NOTARY PUBLIC No0 Public in and for the Sta e Was ' gton. WA HINGTON My Appointment Expires: S~O ST ATE OF S OMMISSION EXPIRES JUNE 15, 2Q03 _ . . . , _ REI:tTF' T h 324075 ~►~•U 4;A tlt C U UN ; y A 0 0 i 0 c;HE C0 ISs~I Y ~ u A 400 1=ru,i ~ 1:U ENGr~~E~.K`~ 61 : ~.;qi I c l~ - - , FILE 1rO, : 4S64541 ~ 0 F`+~t:: : ~ D" u4;. : (W) tNSEPtENT ~NO CHIKUE.1 DU4:U{1kN1 PiE: 10,00 ,i F3! ~ NO. : 4684542 4 Pg= : ; Ui1::. :kLb'-: j L8VENNNT t tiJ CHfiRKt: UIMtN{ Fk:c: 10.0 0 i b FfLE i211. » orb8454,3 4 }'us : S DUU: i LGV 1 CUVtNANi(NL CHAI;LtE ) E,`~CUt'iEN I F tEs- 3Vl. 0 c ~ . ( WHi. N:1 L'HHRlik FEE . 30. LIr, 1'JTfaL RELCtRUINti FEE ,s0.uo GHANLE ~ 0.00 kE.:+ElFT - COPY pRIGINAL FILEO OR RECORDED MAY 0 8 2001 COUN7Y AUDITOR SPOKANE COUNTY WA eC ord i roJ ~q56 4541 After Recording Return To: Spokane County Engiaeer's Office Attention: Colleen Little, EIT ' Document Title: Temporary Drainage Easement Grantor(s): C& G Partnership, Grant C. Rice, and Naomi C. Scotberg Grantee(s): Spokane County and the Shelley Lake Homeowners Association Legal Description: S24, T25N, R44E, W.M., Spokane, County, Washington Additional Legal Description: See Exhibit "A" Assessor's Tax Parcel Number(s): 45245.9151 Reference Number: P 1750C Date: Apri126, 2001 Requested by: Robert L. Heitman Prepared by: Colleen S. Little, EIT Purpose: Temporary Drainage Easement Road File No(s).: n/a Road Name(s): Shelley Lake Lane Spokane County Engineer's Office Spokane County, Washington TEMPORARY OFFSITE DRAINAGE EASEMENT IN THE MATTER OF Shelley Lalce 3rd Addition, Spokane County Project No. P1750C, hereinafter referred to as the "plat," KNOW ALL MEN BY THESE PRESENTS, that the Crrantor, C& G Partnership, a Washington General Partnership, having a business address of 11609 East Valleyford Avenue, Valleyford, Washington, 99036, Grant C. Rice, a married person, and Naomi C. Scotberg, a mamed person, each as their separate property, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County and the Shelley Lake Homeowners Association, a temporary offsite drainage easement, under, upon and across the real property (described in Exhibit "A" and depicted in Exhibit "B") situated in the Counfiy of Spokane, State of Washington, in Assessor's Parcel No. 45245.9151. A blanket drainage easement is dedicated to Spokane County and the Shelley Lake Homeowners Association over the property described herein for the purpose of providing a Temporary Offsite Drainage Easement for conveyance, storage and disposal of stormwater runoff from properties discharging said runoff onto the property described herein. The Temporary Offsite Drainage Easement area must be maintained in a vegetated condition and there shall be no man-made impediments to, or concentration of, runoff flow into, onto and/or within the Temporary Offsite Drainage Easement area, other than that which currently and naturally exists. The property owner(s) and the Shelley Lake Homeowners Association shall be held responsible for keeping open and maintaining any and all drainage facilities within the Temporary Offsite Drainage Easement area as shown on the approved and accepted plans for this plat. If the property owner(s) or the Shelley Lake Homeowners Association fail to maintain the drainage facilities within the Temporary Offsite Drainage Easement area, a notice of such failure may be g-iven to the properfiy owner(s) and the Shelley Lake Homeowners Association. If not corrected within the period iildicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at fihe expense of the property owner and the Shelley Lake Homeowners Association. Existing drainage basins located uphill and/or adjacent to this plat discharge stormwater runoff onto and within this Temporary Drainage Offsite Easement area. Therefore, runoff from these existing basins should be expected, and during snowmelt periods or wet seasons, the Temporary Offsite Drainage Easement area R. E Jse Tac mpt Daf ~ 200( s Tron.. B i may be subjected to higher amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff from these basins has discharged onto this project prior to development, stormwater runoff will likely continue to do so after development. It is the responsibility of the property owner(s) and the Shelley Lake Homeowners Association to maintain the drainage facilities within the Temporary Offsite Drainage Easement area in such a manner so as to prevent property damage from occuring. Spolcane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all drainage easements for the purposes of inspection and for emergency maintenance if said easements are not properly maintained by the property owner(s) or the Shelley Lake Homeowners Association. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way, except in cases where Spokane Couniy specifically assumes that responsibility in writing, which may be defined herein through the adoption of a Special Stormwater Management Service Area, or in other documents. Neither does Spokane County accept any liability for any failure by the property owner(s) or Shelley Lake Homeowners Associafiion to properly maintain such areas. No structures, including fences, or landscaping improvements (including but not limited to grading, terracing, block walls, etc.) may be constructed directly over or within the Temporary Offsite Drainage Easement area without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility of maintaining the drainage facilities within the Temporary Offsite Drainage Easement area, nor accept the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of these drainage facilities within the Temporary Drainage Easement area as described herein. This easement shall run with the land in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as provided herein. This blanket drainage easement will vacate only upon the filing of an accepted and approved Final Plat, only to the extent of any new plat. The blanket easement will remain on any unplatted parts of the herein described easement area. I N T T N E S S H E R E O F, rsig ned ha s caused this instrument to be executed on this D" day of t e u n e M4 2001. C. Grant C. Rice State of Washington ) )ss County of Spokane ) I certify that T know or have satisfactory evidence that Grant C. Rice is the person who appeared before me, and said person acknowledged that he signed tlus instrument and acknowledged it to be his free and voluntary act for the uses and puiposes mentioned in the inshument. Dated vT~Bt4 RICE I. SHElDON ' NOTARY PUBLIC I il - j' Public m and for the State f Was gton, 7ATE OF WASHINGTON My Appointment E3cpires: OMNiISSION EXPIRES ~ JUNE 15, 2003 IN VVITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. ' Naomi C. Scotberg State of Waslungton ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that Naomi C. Scotberg is the person who appeared before ine, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Dated O ' A-CIOI,, V~a' BEATRlCE I. SH~DON N tary Public in and for the State o asgton. My Appointment Expires: , / D ~ NOTARY PU6LIC ~ , STATE OF WASHINGTON COMMISSION EXPIRES JUNE 15, 2003 ' , ~ IN VVITNESS WHEREOF, the undersigned has caused tlus instnunent to be executed on this ~ day of ~ 2001. C & G Partnership A Washington General Partnership 4 • (1). 4 : m~~ . By: (Title) ~ State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that/UAQ/YI YQUNE SCc7'1Q6CP.(~i is the person who appeared before me, and said person acknowledged that he/she signed this instrument, and on oath stated that {he/she} was authorized to execute the instrument, and further acknowledged that as the MpA/Aa,IAZe of C& G Partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 'O ~ BEATRICE I. SHELDQN ~ _ NOTARY PUBLIC Nota Pub STATE lic in and for the Sta Was ' gton. INGTON My Appointment Expires: ~s OF WASH COMMISSION EXPIRES JUNE 15, 2003 COPY ORIGINAL FILEO OA AECORM'0 MAY 0 8 2001 COUNTY AUDITOR SPOKANE COUNTY WA ~Zecord~ 4 584 5 (t 2 AFTER RECORDING RETURN TO: Spokane County Public Works Development Engineering Services, 2"d Floor 1026 W. Broadway Ave ' Spokane, WA 99260-0170 Document Title: Declaration of Covenant Grantor: C& G PARTNERSHIP, GRANT C. RICE, NAOMI C. SCOTBERG and SHELLEY LAKE HOVIEOWNERS ASSOCIATION. Grantee: SPOKANE COLINTY and SHELLEY LAKE HOMEOWNERS ASSOCIATION. Abbreviated Legal Description: PTN. SEC.24, T.25N., R.44E., W.M. Assessor's Tax Parcel Numbers: 45245.9151 County Reference No.: PE-1750-94 Declaration of Covenant In consideration of the approval by Spokane County of SHELLEY LAKE THIRD ADDITION (hereinafter referred to as the "Development"), the undersigned covenants and agrees that: 1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest. 6. Should the SHELLEY LAKE HOMEOWNERS ASSOCIATION be terminated for any reasons, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the SHELLEY LAKE HOMEOWNERS ASSOCIATION at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. ) Y 9. WA,RNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads and associated drainage facilities contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for saici private road and the owners hereby aclcnowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road or its associated drainage facilities. 10. Whenever the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of the SHELLEY LAKE HOMEOWNERS ASSOCIATION or their successors in interest or lots in the development. 11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction andlor maintenance of drainage courses in drainage easements on private property. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. IN SS WHEREOF, the undersigned have caused this instrument to be executed on this day of 2041 ~ - C & G PARNERSHIP A Washington General Partnership By: (Title) ~ State of Washington ) )ss County of Spokane NAomi s713E"- I certify that I-now or have satisfactory evidence that is the person who appeazed before me, and said person aclaiowledged that he/she signed this instrument, on oath stated that helshe was authoi-ized to execute the instrument and aclaiowledged it as the /n4AjAa&&M RAA2M of C&G PARTNERSHIP to be the free and voluntary acFBEA, fo the uses and purposes mentio d in e instrument. RiCE I. SHELDON ~ Dated s- q~y PU~LI~ ' OF WASHINGTON NoPublic in and for the State of Washington. }SSION EXPIRES My Appointment Expires: i~~~ 15, 2003 _ GRANT C. RICE 'F~~ C. o~ State of Washington ) )ss County of Spokane ) On this '6' day of 17719 y , 200, before me personally appeared GRANT C. RICE to me known to be the individual described herein and who executed the within and foregoing instnunent and acloiowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal the day and year last abo e ' en. ~ • Dated 10-L Not Public in and for the State of Washington. . My Appointment Expires: Q~ NAOMI C. SCOTBERG BE~1TE SHELQ ON . PUBLIC TCNOTRARY TATE OF 1~/ASHINGTON (~~""1~11lSSION EXPIRES IIJ~lE i 5, 2Q03 State of W ashington } }ss County of Spokane ) On this ql day of 1"~9 y , 200 before me personally appeared NAOMI C. SCOTBERG to me known to be the individual described herein and who executed the within and foregoing instrument and acknowledged that she signed the same as her free and voluntaiy act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal the day and year last above written. Dated EATRICE I. SHELDOM , • - TARY pUBLIC tary Public in and STATE OF WqSHINGTON for the State of washington. ^ CC'n418810N E My Appointment Expires: JUI~tE 15, 200PIRFS / SHELLEY LAKE HOMEOWNERS ASSOCIATION A Was * gton Cv- B n .y: (Title) State of Washington ) )ss County of Spokane ) T cectify that I loiow or have satisfactory evidence that/W6e7- . 9 A,V, (SAAe person who appeared before me, and said person acknowledged that heJshe si ed this instrument, on oath stated that he/she was authorized to execute the inshwnent and acknowledged it as the 10 -Af7-- of SHELLEY LAKE HOMEOWNERS ASSOCIATION to be the free and voluntary act of such party for e us s and purposes mentio d in the instiiament. Dated ~ TRlCE SHE~DON . TARY PU~LIC No- Public in and STATE OF WASHINGTO~! for the State of Washington. CC~/llV1lSSION EXPIRES My Appointment Expires: Ju~E 15, 2o~s v.,~,r.. - ' - : . COPY ORIGINAL FILED OR RECOROED MAY 0 8 2001 COUNTY AUDITOR SPOKANE COUNTY WA ~ AFTER RECORDING RETUItN TO: Spokane County Public Works Development Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Document Title: Drainage Declarat'ton of Covenant Grantor: C& G Partnership, a Washington General Partner, Grant C. Rice, a married person, and Naomi C. Scotberg, a married person, each as their sole and separate property Grantee: Spokane County and Shelley Lalce Homeowners Association Abbreviated Legal Description: Section 24, Township 25 North, Range 44 East, W.M., Shelley Lake PUD, 3`d Addition Assessor's Tax Parcel Numbers: 45245.9151 County Reference: Plat No. P-1750C SPOK:ANE COUNTY ENGINEER' S OFFICE Spokane County, Washington DRAINAGE DECLARATION OF COVENANTS In consideration of the approval by Spokane County of Shelley Lake PUD, PAddition, hereinafter referred to as the "plat", undersigned covenants and agrees that: Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of water quality heatment swales, ponds, ditches, culverts and any other drainage facilities, if not properly maintained by the property owner(s) or the Shelley Lake Homeowners Association. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such facilities. The property owner(s) within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner(s). If not corrected withiri the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner(s). Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either, a) all runoff is routed away from the building and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All drainage facilities for this plat, including any water quality treatment swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may exist properties located uphill and adjacent to this subdivision that periodically discharge stormwater runoff onto iuldividual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subj ected to higher amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff from adjacent Page 1 of 3 L properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. The Shelley Lalce Homeowners Association, or its successors in interest, shall maintain the water quality treatment swales and drainage faciliries located in Tract A and in Tract C, in conformance with the approved plans on file at the Spokane County Engineer's Office. Maintenance of water quality swales and drainage facilities includes, but is not limited to: maintenance of a permanent ground cover (live, native-type dryland grasses or lawn turf, with optional shrubbery and/or txees which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans), on all water quality treatment swales and drainage ditches; removing and disposing of the soil and ground cover at such time Spokane County deems necessary, and replacing the soil and ground cover; keeping open and cleaning drywells, pipes, . catch basins, ditches, drainage ponds and swales; and the replacement of drainage structures/facilities as needed. No structures, including fences, shall be constxucted directly over or within a water quality treatment swale without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or maintain these drainage facilities nor does Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such facilities. If Shelley Lake Homeowners Association, or their successors in interest, fail to maintain the water quality treatment swales and/or drainage facilities in Tract A, in conformance with the accepted drainage plan on file at the Spokane County Engineer's Office, the County Engineer may give a notice of such failure to the Shelley Lake Homeowners Association, or their successors in interest. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the Shelley Lake Homeowners Association, or their successors in interest. The Shelley Lake Homeowners Association shall be responsible for payment of all claims and other liabilities that may becotne due for said maintenance responsibilities. Should the Shelley Lake Homeowners Association be ternvnated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of Shelley Lake Homeowners Association at the time of said ternunation. The successors in interest shall share equally in the responsibility and cost of maintaining said drainage facilities. This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the draulage facilities as provided herein. k IN V,1TTNESS WHEREOF, the undersigned has caused this instrument to be executed on this YA' day of M ~ 2001. ~ Grant C. Rice State of Washington ) )ss County of Spokane ) I cerhify that I know or have satisfactory evidence that Grant C. Rice is the person who appeared before me, and said person acknowledged that he signed this insh-ument and aclaiowledged it to be his free and voluntary act for the uses and purposes mentioned in the instiument. Dated 4aryhc TRICE I. SHEL DON ~ ~ . NOTARY PUBLIC Notd for the Sta~e 9fw~r~~n~on. STATE OF WASHINGTON My Appointment Expires: b//~ COMMISSION EXPIRES JUNE 15, 20Q3 F, the undersigned has caused this instrument to be executed on this ~ day of IN V'i~TI'NESS WHEREO ~ 2001. Page 2 of 3 ~ ~ Naomi C. Scotberg State of Washington ) . )ss County of Spokane ) I certify that I know or have satisfactory evidence that Naomi C. Scotberg is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and puiposes mentioned in the instrument. Dated {CE I. SHEIDON rPublic - NOTARY PUBLIC ~ ~ • - STATE OF WASHINGTAN o in and for the St7/, f w hington. CG'~~M) My Appointment Expires: j - S SION EXPIRES JUR#E 15, 2003 1N WTINESS WHFREOF, the undersigned has caused this instrument to be executed on this ~ day of 2001. C & G Partnership A Washington General Partnership 7)0-syn..j &XhAkiwJ , ' ~,h~~i►ul~ By: (Title) State of Washington ) )ss County of Spokaiie ) I certify that I know or have satisfactory evidence that/,lAOM/ l'A?N6PlA1E G is the person who appeared before me, and said person acknowledged that he/slw- signed this instrument, and on oath stated that lze%,~ha was authorized to execute the instrument, and further acknowledged that as the 8 tM12-MEAZ- of C& G Parfinership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated SE4TRICE I. SHELDON ~ P-3~/ NoTiqR1~ p~g~~~ Not Public in and for the S te f Was on. STATE OF My Appointment Expires: WASHINGTON , CC'h/~MISSION EXPIRES . JUf~~E 15, 2~Q:~ Page 3 of 3 ~ . ~ ,a4M CoUkM Division of Engineering and Roads A I?ivision of the Public Works Department 1026 West Broadway Spokane, Washington 99260-0170 . (509) 477-3600 (509) 477-7655 2nd Floor Fax . LETTER OF TRANSMITTAL Date: May 3, 2001 Phone No: 458-6840 To: Susan Murphy . Fax No: 458-6844 Company: CLC Associates From: Colleen Littie and Cindy Callan Subject: P-1870 Longview and P-1750C Shelley Lake Attached ptease find the following items: 1. Bond Estimate for project P-1870 Longview 2. Bond Estimate for project P-1750C Shelley Lake , 3iDrainag'~ a~t~i'g at'ge-''~Fo pr~'^"'-'roject'P~1~OC ►-Sketle-.y". ke 4~,,s,Ti~ ~a~y rffen for •Na~P~7~ C S elle Lake -e~ AFTER RECORDING RETURN TO: Spokane Counly Public Works Development Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Document Title: Drainage Declaration of CovenAnt Grantor: C& G Partnership, a Washington General Partner, Grant C. Rice, a married person, and Naomi C. Scotberg, a married person, each as their sole aud separate property Grantee: Spokane County and Shelley Lake HomeoNvners Association Abbreviated Legal Description: Section 24, Township 25 North, Range 44 East, W.M., Shelley Lake PiTD, 3`d Additiou Assessor's Tax Parccl Numbers: 45245.9151 County Reference: Plat No. P-1750C SPOKANE COUNTY ENGINEER' S OFFICE Spokane County, Washington DRAINAGE DECLARATION OF COVENANTS In considcration of the approval by Spokane County of Shelley La.ke PUD, 3`d Addition, hereinafter referred to as the "plat", undersigned covena.nts and agrees that: Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of water quality treatment swales, ponds, ditcbes, culverts and any other drainage facilities, if not properly maintained by the property owner(s) or the Shelley Lake Homeowners Association. Spokane County does not accept the responsibility to inspect or mainta.in drainage facilities located outside of public rights-of-way. Neither does . Spokane County accept any liability for any failure by the property owner(s) to properly maintain such facilities. . The property oNvner(s) within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner(s). If not correctod within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrccted, at the expense of tlle property owner(s). Spokane County does not accept the responsibility of maintaining the drainage course on private lots or _ floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maultena.nce of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage aNvay from any drainage entry point to the building (including but not limited to a"ri.ndow well, a window unprotected by a window well, or a doorway). Said positive dra.inage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either, a) all runoff is routed aNvay from the building and conveyed over thE lot to a natural drainage swale or approved drai,nage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All drainage facilities for this plat, including any water quality treatment swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed cha.nges to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said cha.nges. There may exist properties located uphill and adjacent to this subdivision that periodically discharge stormwater runoff onto individual lots within this plat. Storniwater runoff from nearby uphill properties should be eYpected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts Page 1 of 3 emGk."e►d tA Sc.I'xtn @ CL.-G 5/3/01 ll : 20a,, e i of stormwater runoff than what is normally observed or anticipated. Because stormwater ninoff from adjacent properties have discha.rged onto this plat prior to development, stormwater runoff vNrill likely continue to do so after development. The Shelley Lake Homeowners Association, or its successors in interest, shall maintain the water quality treatment swales and drainage facilities located in Tract A and in Tract C, in conformance with the approvEd plans on file at the Spokane County Engineer's Office. Maintenance of water quality s«rales and drainage facilities includes, but is not limited to: maintenance of a permanent ground cover (live, native-type dryland grasses or lawn turf, with optional shrubbery and/or trees which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans) on all water quality treatment swales and drainage ditches; removing and disposing of the soil and ground cover at such time Spokane • County deems necessary, and replacing the soil and ground cover; keeping open and cleaning drywells, pipcs, catch basins, ditches, drainage ponds and swales; and the replacement of drainage structures/facilities as needed. No structures, including fences, shall be constructed directly over or within a«ater quality treatment swale without the expressed written consent of the Spokane Count}, Engineer. Spokane County does not accept the responsibility to inspect and/or maintain these drainage facilities nor does Spokane County accept any Liability for auy failure by the lot owner(s) to properly maintain such facilities. Jf. Shelley Lake Homeowners Association, or their successors in interest, fail to maintain the water quality treatment swales and/or drainage facilities in Tract A, in conformance with the accepted draina.ge plan on file at the Spokane County Engineer's Office, the County Engineer may give a notice of such failure to the Shelley Lake Homeowners Association, or their successors in interest. If not corrected within the period indicated on said notice, Spokane County has the right to conect the maintenance failure, or have it corrccted, at die expense of the Shelley Lake Homeowners Association, or their successors in interest. The Shelley Lake HomeovNmers Association shall be responsible for payment of all claims a.nd otller liabilities that may become due for said maintenance responsibilities. Should the Shelley Lake Homeowners Association be terminated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of Shelley Lake Homeowners Association at the time of said termination. The successors in interest shall share equaUy in the responsibility and cost of maintaining said draina,ge facilities. T'his covena.nt and agreement shall run "ith the land in perpetuity, and shall be binding upon tie owner, their heirs; successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as provided herein. 1N WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. _ Grant C. Rice State of Waslungton ) )ss Cotuity of okane ) . I certify that I know or have satisfactory evidence tliat Grant C. Rice is the person who appeared before me, and said person ackiiowledged that he signed this instniment and acknowledged it to be his free and voluntary act for tlhe uses . and ptuposes mentioned in the instnunent. Dated Notvy Public in and for the State of Waslun~t.an. My Appointment Eapires: ~ Page 2 of 3 16 IN WITNESS WHEREOF, the undersigned has ca.used this instnunent to be eaecuted on this day of 2001. Naomi C. Scotberg State of VVasliington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that Naomi C. Scotberg is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Dated ' Notary Public in and for the State of sVVaslungtoii. My Appoinlment Expires: 1N WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. C & G Partnership A VVaslungton General Partnership {pdeaseprovide nanie ofs7gnatory), . . . (please provtde_positiarr_qfsigraato,r:"y;ivit6i.'company,zofed aboye) State of VVaslunto~ ) )ss Coluity of Spokane ) " I certif}, that I know or have satisfactoty evidence that {please.~ir."avrde name=:of-person`sig'nMg} is the person who appeared before me, and said person acknowledged that {helshe} signed this instrument, and on oath stated that {helsyre} was authorized to execute the instnunent, and further ackaowledged that as the {position of signatory -~t,ith; cojripaj7y.no'ted,aliove} of C& G Partnership to be the free and voluntary act of such party for the uses and purposes mentioued in the instrumcnt. o Dated . Notzry Public in and for the State of Wash,ington. My Appointiuent Expires: 0 Page 3 of 3 After Recording Return To: Spokane County Engineer's Office Attention: Colleen Little, EIT . Document Title: Temporary Drainage Easement Grantor(s): C& G Partnership, Grant C. Rice, and Naomi C. Scotberg Grantee(s): Spokane County and the Shelley Lake Homeowners Association Legal Description: 524, T25N, R44E, W.M., Spokane, County, Washington Additional Legal Description: See Exhibit "A" Assessor's Taat Parcel Number(s): 45245f 9f51: Reference Number: P1750C Date: Apri126, 2001 Requested by: Robert L. Heitman Prepared by: Colleen S. Little, EIT Pui-pose: Temporary Drainage Easement Road File No(s).: n/a Road Naroc(s): Shelley Lace Lane ' Spokane County Engineer's Office Spokane County, Washington TEMPORARY OFFSITE DRAINAGE EASEMENT IN THE MATTER OF Shelley Lake 3rd Addition, Spokane County Project No. P 175OC, hereina.fter referred to as the "plat," • KNOW ALL MEN BY THESE PRESENTS, that the Grantor, C& G Partnership, a Washington General Partnership, having a business address of 11609 East Valleyford Avenue, Valleyford, Washington, 99036, Grant C. Rice, a married person, and Naomi C. Scotberg, a married person, each as their separate property, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants fio Spokane County and t11e Shelley Lake Homeowners Association, a temporary offsite drainage easement, under, upon and across the real property (described in Ethibit "A" and depicted in Eihibit "B") situated in the County of Spokane, State of Waslungton, in Assessor's Parcel No. 45245.9151. A blanket drainage easement is dedicated to Spokane County and the Shelley Lake Homeo'kvners Association over the propErty described herein for the purpose of providing a Temporary Offsite Drainage o Easement for conveyance, storage and disposal of stormwater runoff from properties discharging said runoff onto the property described herein. The Temporary Offsitc Drainage Easement area must be maintained in a vegetated condition lnci there shall be no man-made impediments to, or concentration of, runoff flow into, onto and/or within the Temporary Offsite Drainage Easement area, other than that which currently and naturally exists. The property owner(s) and the Shelley Lake Homeowners Association shall be held responsible for keeping open and maintaining any and all drainage facilities within the Temporary Offsite Drainage Easement area as shown on the approved and accepted plans for this plat. If the property owner(s) or the Shelley La1ce Homeowners Association fail to maintain the drainage facilities within the Temporary Offsite Drainage Easement area, a notice of such failure may be given to the property owner(s) and the Shelley Lake Homeowners Association. If not corrected within the period indicated on said notice, Spokaiie County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner and the Shelley Lake Homeowners Association. EXisting drainage basins located uphill and/or adjacent to this plat discharge stornlwater runoff onto and within this Temporary Dra.inage Offsite Easement area. Therefore, runoff from these existing basins should be expected, and during snowmelt periods or wet seasons, the Temporary Offsite Drainage Easement area Zoa.h, Y ~ • may be subjected to higher amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff from these basins has discharged onto this project prior to developmcnt, storniwater runoff will likely continue to do so after development. It is the responsibility of the property owner(s) and the Shelley Lake Homeovvners Association to maintain the drainage facilities within the, Temporary Offsite Drainage Easement area in such a manner so as to prevent property damage from ' occuring. Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all drainage easements for the purposes of inspection and for emergency maultenance i£ said easenlents are not properly maintained by the property owner(s) or the Shelley Lake Homeo«rners Association. Spokane County does not accept the responsibility to inspect or maintain drainagc facilities located outside of public rigllts-af-way, except in cases where Spokane County specifically assumes that responsibility in writing, which may be defined herein through the adoption of a Special Stormwater Management Service Area, or in other documents. Neither does Spokane County accept any liability for any failure by the property oNNmer(s) or Shelley Lake Homeowners Association to properly maintain such areas. No structures, including fences, or landscaping improvements (including but not limited to grading, terracing, block walls, etc.) may be constructed directly over or within the Temporary Offsite Drainage Easement area without the eYpressed ATitten consent of the Spokane County Engineer. Spokane County does not accept the responsibility of maintaining the drainage facilities "q'thin the Temporary O£fsite Drainage Easement area, nor accept the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of these draina.ge facilities lArithin the Temporary Drainage Easement area as described herein. This easement shall run with the land in perpetuity, and shall be binding upon the ovTner, iheir heirs, successors and assigns, including the obligation to participate in tlle maintenance of the drainage facilities as provided herein. This blanket drainage easement will vacate only upon the filing of an accepted and approved Final Plat, only to the extent of any new plat. The blanket easement will remain on a.ny unplatted parts of the herein described easement area. 1N WITNESS VVHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. Grant C. Rice State of Wasltington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that Grant C. Rice is the person who appeared before me, and said person acknowledged tliat he signed this instnunent and aclrnowledged il to be lus free and volunta.ry act for die uses and purposes mentioned in the instiument. Dated Notary Public in and for the State of Wasluiigtori;", My Appointinent Expires: IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 2001. Naoini C. Scotberg , State of Washington ) )ss CoLulty of Spo4n'6 ) I certify that I know or have satisfactory evidence t11at Naomi C. Scotberg is the person who appeared before me, and said person acknowledged that slie signed this instnuiient and aclcilowledged it to be her free and voluntwy act . for the uses and purposes mentioned in the instnunent. Dated Notary Public ui and for the State of Waslun My Appointment Expires: , 1N WITNESS V1/HEREOF, the undersigned has caused this instrwnent to be executed on tlvs da.} of 2001. C & G Partnership A Waslungton General Partnerslup (please provide narne o, f signaEo-6),), (ple~xse provide positiorr:of slgnatoiy.~with campany noted~~bou...e) , , State of Waslungton ) )ss County of Spolcarie ) I certify that I know or have satisfactory evidence that {please provide namE of persoh.signing} is the person «Jlio appeared before me, and said person acknowledged that {he/she} signed this instrwnenf, and on oath stated that {irefshe-} was authorized to execute the instnunent, and further acknowledged that as the {position of sigrratQr-y with corrrprniy sioted cit~a3~e } of C& G Partnerslup to be the free and voluntaiy act of such party for the «ses and puxposcs mentioned in the instnment. Dated Notvy Public in and for dle State of UVashington. My Appointment Eapires: Exhibit "A" February 19, 2001 SHELLEY LAKE 3RD ADDITION LEGAL DESCRIPTION TEMPORARY OFFSITE DRAINAGE EASEMENT That portion of Section 24, Township 25 North, Range 44 East, W.M. in the County of Spokane, State of Washington, describes as follows: Commencing at the southeast corner of Lot 1, Block 3 of SHELLEY LAKE SECOND ADDITION according to the plat thereof recorded in Book 25 of Plats, Pages 93 and 94 in the Auditors Office of said county; thence S00046103"W along the . easterly boundary of said plat, 21.47 feet to the True Point of Beginning; thence continue southerly along said boundary the following three (3) courses: (1) S00046103"W, 88.53 feet; (2) N89013'57"W, 7.84; (3) S00046'03"W, 110.00 feet to the southeasterly corner of Lot 2, Block 4 of said plat; thence S81019157"E, 638.82 feet; thence N59052159"E, 169.55 feet; thence N29007'19"E, 158.27 feet; thence N60052'41'1N, 70.00 feet; thence S29007'1911N, 68.66 feet; thence S24022'13'1N, 30.00 feet to the beginning of a non-tangent curve concave to the north having a radius of 530.00 feet through which a radial line bears . S24022'13"W; thence northwesterly along said curve through a central angle of 11034'49" and an arc distance of 14.62 feet; thence S41015'44"W, 136.21 feet; thence N46000127'1N, 101.72 feet; thence N55017'56"W, 30.40 feet; thence N45011148"W, 155.27 feet; thence N63038'49"W, 124.32 feet; thence N76001'28"W, 71.90 feet; thence S81040'34"W, 292.77 feet to the True Point of Beginning. ~CK J ~ •N f . 09N ~o . `S'~• tSTE Ac LO EXPIRES 12-08-02 ~ a + ' . e J t~ 1 i~ . ~ ~/1~~►1 .t.~ ~,1~ ~i~ . ~ ; ! i ~ ; f i ~ ~ ! i t ~ ; t ~ i 1 ~ ~ t ~ ` ~t ~ . ^ ~ ' 1~:~ ' '~'t. ~ 4 t~ t - ~{ri•'a~i~fi~~ r ` ~ ~ ~ ,1 .~~-~s-~- ~ ~ l 1 1; ~i'~~i`<~l'~1 e~~~~~ ~y • . . , ~ . . ~ ~'t i i a i ~.1 t ~~CjOI' ~~~t.:~~~;; ~ i ' f j ' 1 ~ ~ \ 1 • ' ~ ` su l t i ° . i tt.~N~ ~ ` • ~ ; N. ` ,~Y `L , ~ ~ 1 ~ ~ + ~ 'I, C ` 1 ~'i~~ ' t ~ . , ` ~ ` ~ t t ~ ' ` ~ l ♦ J ~ . ~ \ ' i ~ ~ . ~ -i. . \ : • 11 ~ 1; . ~ ~ ` , : ~ : ',e , t;t s • 1:, ~~.~i~~~• ~ ~ . . ~ ' : . , • ~ ~ti,4 ~'s :~~.~;'~,Z a:~:tl;~; ~ , 2 j j ~ 1 t`~~fi' ` ~;~,i~~~` , %;t; i;~~1`~1~'a~ ~~~l~l~•.:~11 . t ~ ~ ~ ~ ~ ~ ''~,,1 ~ ~y~ ~ ~ l • ~r;~~ '4,~~ ; ~ ! . a ti ~ ~ , t ~ . . . 1 ~•i ,~`,•I'N , , . ~ . ~~~,•'ti~:`~~ ~ ~ ~ , j . • l` L~, ~ ~'jt \~~•,•O,l~ ~ ! • : , ~ ~ `1 ,,;\~~ti4'~ ?~\~~*:tl; ( "i ~ - ~ L~'-~ ~•01 \ ~ ~~~~~i\'ti~~', . ~tij . . ~ ~ , ~ ~ : , 2 ` . . . ~ i, ~ t L, •1 ~ • "~~w~`' ~ i • j , - ' ' ~ ; / ~ • ' y i ~~~~.~`,'i~V. t r~i1 i \ l - + ~ \ ♦ ~ . ~ a' . ~ • ,V : ~ ~ 'U'~ f' i ~ / ~ ° `~`~~•~~\~t."~~`~~~~. ~ ' ~ J ~ / : ~ r , 1. ~ ~ ~ ~~,ti: : ' ~ f/ •r . ~ ~ .,..r / I A ~ ~ : ~i ~ ` ~ \ ~ i 1~~~•~~\~ ~ ( f, f G7 i i t i! j,~ ~ ' v:. r/. f ~ , ~ : ~ ~ ` ' > > ~ ~~i ; 't _ ! ii~ ~ \ ~ ~ , ~ ~ ti ~ ♦ ` ' ~i~~`,+a": \ , . ! ~ ~ ~i • -T ; . ` \ ` ,'o t7~~; • 'I , r ~ ~ ~ r ~ . ; ~ i~•+.~,~ ~~~t::-~~:%. ~ / ♦ fj j 1 R ~ ' ~ ~ ~ ~ ~ ~~i^. 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J'~~; ~ ±".v ~ t , :`I~j°: i . • i , ,;s'.:.-~~'~;: ~ 1 1 J~Tr`'~,rt;i• :%~~~~•i; ~~tr~,....~~.:r'•:.•''~:, r ~ ~ ,~,~l~.~f,.,~.~/.`.•r:r..•''.--~;:...._.- ' •,~~.r . : r:., , f. , ~ , ~ ' ~~f~-~r~l~~/ r';~ ' ' 1 ~ ....-f f,~. ;fy%!t:,~;:r;%'"~•';%".. ~1'^a-f/fli~' l • l/ r ~~1~/+l~~i! i'r - ♦ f• j!f/I/" ~ Ii.! Jf.` ~~/l%'/,~~'~ _ b li~i% ~%~ri: • ) r.`` ~e~~~:i~;"r'~~ ep ~ •f,.•, r % fr.fr,1;:, . , _ , f::~ `e~j,. !/~f: . ~ ~ "%=f:~'::~~ ;-~-.••;,:.i~via r lf,~i/~ ~:i. f'''~Gi~~f~,: ~ . _..-~'~'•=,::,:..';':i:;,"''%'~a,r's_: - ,•',lj, .i};.,,iR 1iJ~ ° t .r -a~"'°-'":ti~;:•^=::~.-:: ; . ~ ,..r-~..._. _ ~r~~:=.:.-~:-•'~,: ;s; ' ~~,-'r~. .r,,. t, ~ ; y~~.'~6•,. ~ . ! !J ~ i i~~r~i! r.....-~~ • , r; ~.'~:1l: p.; t •'y.....-•;~.:-.w... =iu~-:= ~~~,+5. , !s• ~...,.--_?~!a,e~:$~:::;:; . ~ ~;1 l/lr r ~~%f%~.Y ~ ;~•~.=c°`.c'_ ~ 0.' 't~ :_~-~~`'-;•`.,:.~pi: ~E::' ~=;.M.,, ;~~.u = l.'; y c .~.~'%~r' ij: i~"•.::.... • . ~ ; rl;fr. ~ ~~,.~~,Y~ ~ , ~ ~ ~a~~yc~M.~s~.:~•,"'"'•:~~_ :-:~~;.--.:..;....r: . c~ ~~e' . 'a,fcz_•-' } 1{, r a , I..f3 i~ ~4§ . /ir"../'';~•.,.. i.~~°. 41, •.y.{. ~}'~i .~„'~~E%: _ h:~.~-~:-•~~.." ~ ~ ~ ~ l;illif~..rl~I?~: ~ •r•'..'... ~ EXhibit ,F Office of the County Engineer Spokane County, Washington May 3, 2001 To: CLC Associates, Inc. • From: Development Engineering Services Colleen Little, E.I.T. RE: P-1750C Plat Dedication: Drainage easements over Tract A and Tract C, as platted and shown hereon, which are for the purpose of conveying and storing stormwater runoff, and for installing, operating and maintaining drainage ponds and drainage facilities which dispose of and treat stormwater runoff, are hereby granted to Spokane County and Shelley Lake Homeowners Association. The drainage easements, lots and tracts are subject to the separate Declaration of Covenant as recorded under Auditor's Document No. which by reference is made a part hereof. 02/21/01 17:15 FAX 509 458 6844 CLC Associates, Inc. f~001 . . . . . . . . . . . 47............ • ~~~:'..~#•~s:~S•~4•C i 8:E e~s•'~I~ ~t•C..-, . . ~ . . . . . . . ~ ::fso9):4~ic.. . ~ . . ~ ~tiyer~~ ~ . :`i3e. _,~~:4~:.:..,:.,~~.:;'- : ~ : - - . Sp~k~~tie ~tSfA : ~ ~ ~ : : _ ~ . FAX T RANSM ITTAL DATE: . ................................:....oZ./Zl IDD,......,_.........:........................:............... PAGES:..... -1...........INCLUDING COVER SHEfT...... ~..17~ .7..~ To:.......... de F~:........................... . . . . . . COMPANY: PHONE: .~.r.P....v......_~. - . m. ~..-.-.....~..,.,n.w.r.. .v~.. w.w~~. ..~~n~w+.vnwnw.v.w.{~.•:v•..n.~..~.~.v.•1~..~.,.In...S...w•,!S~.~wv. .T~n.~..~..w..-...,,..,..,.n..~v.v-~... FROM: J06: ~ . P RUJECT G:f'j•t'i cz;l ORIGINAL IN MA1L: O. YES C] NO ~ NOTES: .~v . . J ~ ZzAe~ : ~ ~ ~ • Caafidentlalitv Notice' This document(s) accompanying this fax transmisslon cortain(s) infarmation, which is confidentiat and priviieged. This information is intended tv be for the fidividual or entity set iorth above. (f yo+s are not the intended recipfent, pfease be awate that any disclosure, coWng, distributlon or use oi the corttents of this ~ infortnatton is prchbited. Thank you. o:~r.ao~r..ctasss~ a.~~ . . ~ . o . - • FEB-21-2001 17=16 509 458 6844 95% P.01 02/21/01 17:15 FAR 509 458 6844 CLC Associates, Inc. 002 02/21/01 18:27 FAX SOS 926 1519 TRANSNATION TITLE 001/006 . . TRANSNATION TITLB INSURANGE COMPANY 720 NORTH ARGONNE ROAD 3POKANE, W,ASHINGTpN 99212 (509) 922-2222/FAX 926-1519 TRANSNATION NO.: SH-238717 PREEAR,F•il FOR : Y2E : SHELLEY LAKE 3 RD CLC ASSOCZATES ATTN: PATRICK MOORE W. 707 ?T'H - STE. 200 cc: Landmark Builders/xeitman SUPPLF,MENTAL TITLB coMrs=TMENT rTO"ER i ..d ~ ~ ~ ~ ~ ----------r -------r ~ Y ------r ATTENTTON= Thia Supplernental containe changes which impact title to property set forth in the above-referenced commitment. ------r -w -----------------r ~ ~ ~ ~ --w S C Ht D P L E "B": x The following are added as Exceptions 7- 9 7. covenants, ecnditions and restriction8 imposed by instrument recorded on Decernber 18, 1996, undEr Recording No. 4063118, including but not limited to rights or benefits which may be disclvsed affecting land outsirle the boundary described xn Schedule A. e. Declaration of Covenant imposed by inetruznsnt recorded on December 18, 1996, under ReCOrding No. 4063119. 9. TEMPORARY SBWER EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Spokane County, a political subdivision PURPOSE: Sewer AREA AFFECTED: This and otlzer property RECORDED: May 14, 1999 RECORbZNG NO.: 4368151 x Except as to the matters reported hereinabove, the title to the property covered by this order has N'OT been re-examined. Dated as of February 21, 2001 at 8:00 A.M. TR.ANSNATION TYTLE INSURANCE coMpAvY . By Sean Heath, itle Ofticer sc 02/21/01 WED 16:30 [T%/RX NO 69371 FEB-21-2001 17:16 509 458 6844 95% P.02 02/21/01 17:16 FAX 509 458 6844 CLC Associates, Inc. 10003 02/21/01 18:27 FAR 509 926 1818 TRANSNATION TITLB Z002/006 o TRANSNATION TITLE INSUR.ANCE COMPANY NoRTH 7 a o AAco= SPOKANB , WASHINaToN 99212 Prepared for: 4rder No.: SH-238931 CLC ASSOCIATES INC. Charge: $175.00 ATTN: PATRICR MOORE Tax: $14.11 w. 707 7TH - 8T8. 200 Total: $189.18 cc : Landmask Huildero/Iiei,t=nan F L A T C E R T I F I C A T S In the matter of the subdivision to be submitted to Spokane County for approval, this company has exarnined the recoxds of Spokane County Auditor's and Clerk, s offices, and the records of the Clerk of the United States Distxict Court holding terms in said county. Thie certificate ie made for the purpoae herein speaified, and is not to be ueed as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. Fram such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: That portion of Sect ion 24, Township 25 North, Range 44 Eaet, W. M., described as follows: CoMMENCING at the Southeast corner of Lot 1, $lack 3 of SHELI,EY LAKE SECOfiTD ADDITION as per plat thereof recorded in Volurne 25 of Plats, Pages 93 and, 94; thence South 0004610311 West, along the Easterly boundary ot eaid plat, 21.47 feet to the True Paint of Beginning; thence ccantinue Southerly along said boundary the folldwing three (3) course9: (1) South 00046103" West, 88.53 feet; (Z) North 89111315711 West, 7.84 feet; (3) South 0004610311 West, 110.00 feet to the Southeaaterly corner of Lot 2, Bleck 4 of said plat; thence South 810191571' East, 638.82 feet; thence North 5905215911 East, 169.55 feet; thence Not^th 2900711911 East, 158,.27 feet; thence Noi'th 60052141" West, 70.00 feet; thenGe South 2900711911 West, 68 . 66 fcet j thence Seuth 24022 113" West, 30 . 00 feet to the beginning of a non-tangent curve concave to the North havtng a radi.us of 530.00 feet through which a radial line beare Svuth 24022113" west; thence Northwestexl.y alonq eaid curve through a central angle of 103414911 and an arc digtance of 14 . 62 feet; thence South 41015144" West, 136.21 feet; thence North 46000127" West, 101. 72 feet; thence North 5501715611 West, 30.40 feet; thence North 45011'481' West, 155.27 feet; thence North 63038149" Weet, 124.32 feet; thence North 76001128" West, 71.90 feet; thencs South 81040'34" West, 292.77 feet to the True Point of Aeginning; Situate in the Cou,nty of Spokane, State of Washington. Page 1 of 4 ' 02/21/01 WED 16:30 [TX1RX NO 69371 FEB-21-2001 17:1? 509 458 6844 95% P.03 • 02/21/01 17:16 FAX 509 458 6844 CLC Associates, Inc. 10004 02/21/01 18:27 FAZ 609 926 1619 TRANSNATION TITI.E ~j003/006 Ordex No. SH-237931 C& G PARTNERSHIP, a Washington General Partnership and GRAND C. RICE, a married person and NAOMI C. SCOTBERG, a married person, each as their eeparate property, EXC"I~:PTIQNS : 1. TaxeB and assesarnents, if any, no search having been made thereof, as to Parcel No. 45245.9151. Parcel Nos. are provided frorn the latest Assessor's Maps available to the Gompany. Said parcel numbere are not a matter of the public record therefor, the Company makes no aseurance as to validity or accuracy relating thereto. 2. MEMORANDUM OF LEASE AGAREMENT AND THE TfiRM9 AND CONDITIONS THEREOF: LESSOR: R.alph H. Rice and Lula K. RiCe, husband • and wife; Naomi Catherine Scotberg, a, married woman, dealing in her sole and eeparate property; and Grant C. Rice, a married man dealing in his sole and separate property LESSEE: Robert L. Heitman and Laura J. Heitman, husband and wi f e and Ri chard C. Nel son and JaniCe D. Nelson, husband and wite DATED: November 19, 1992 RECORDFD: November 23, 1992 R£CORDING NO.: 9211230623 Memorandum of Amended Lease Agreement recorded on February 28, 1996 under Recording No. 9602280041. 3. NMIDRAhTDUM OF EXI$TSNCE OF 8AsMWT ESTASLISHED BY LSA$E/OPTZON AC3REMONT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: March 7, 1997 RECORUYNG NO.: ' 4082543 " Page 2 ot 4 02/21/01 •FPED 16:30 [TX/RX NO 69371 FEB-:~1-2001 1?:17 509 458 6844 95% P.04 02/21/01 17:17 FA% 509 458 6844 CLC Associates, Inc. 0 005 02/21/01 16:28 FAR 509 926 1519 TRANSNATION TITLE 004/006 . , Order No. SH-237931 4_ R$$ERVATION O$ BA►SIDUiNT AND THE TERMS AND CONDITION'S THEREOF: RESERVED BY: C & G Partnership, a Washington, Partnership, Naomi Catherine Scotberg, a married woman dealing as her sole and sepaxate propexty and Grant C. Rice, a married man, dealing ae his sole and separate property and Shelley Lake Developments, a washington General Partnership and Daniel P. Melvill.e and Mary R. Melville, husband and wife PURPOSE: Recreational purposes ARFA AF'FECTED : This and other property RECORDED: January 16, 1997 Rx3C0RDING NO. : 4069788 5. RSS$RVATION OF 3A,SSIEN'r AND THE TERMS AND CONDITIONS THERSOF: RESERVED SY: C & a Partnerghip, a Washington Partnership, Naomi Catherine Scotberg, a married woman dealing as hex svle and separate property and Grant C. Rice, a married rnan, dealing as hie sole and separate property and Shelley Lake Developments, a Washington General Partnership and Daniel P. rtelville and Mary R. Melville, husband and wife PURPOSE: - Shelley Lake Surface Water Coverage and Inundation AREA AF'FECTED : This and other property RECORDED: January 16, 1997 RECORDING NO.: 4069787 6. Reservations eontained in deed recorded under Recording No. 4421769. 7. Covenantis, conditions and restrictions imposed by instrument recorded on December 18, 1996, under Recording No. 4063118, ineluding but not limited to rights ar benefite which may be disclosed affecting land outside the boundary described in Schedule A. e. Declaration of Covenant imposed by instrument recorded on December 18, 1996, under Recording No. 4063119. Page 3 of 4 - 02/21/01 WED 16:30 [TR/RX NO 89371 FEB-21--2001 1?=18 509 458 6844 95% P.05 02/21/01 17:17 FAX 509 458 6844 CLC Associates. Inc. [A006 42/21/01 16:28 FAZ 509 926 1619 TRANSNATION TITLE Cb005/006 Ordex No. SH-237931 9. TEMPORARY SEWER EASEMF,NT P,ND THF TERMS AND CONDITIONS THEREOF: GRANTEE: Spokane County, apolitical subdivision PURPOSE: Sewer AREA AFFECTED: This and other property RECORDED: May 14, 1999 RECORDING NO.: 4368151 _ 8ND OF E%CBPTIONS 17ATED AS OF February 15, 2001 at 8:00 a.m. TRAN3NATION T.ITLE INSURANCE COMPANY BY For eervice on thie order ca11: (509) 922-2222 {FAX} 926-1519 9ean Heath, Title 4fficer ec Page 4 of 4 02121/01 WED 16:30 iTX/R% NO 89371 FEB-21-2001 17:18 509 458 6844 95% P.@6 ociates• CL~ A~S In~. 458 6844 •~,1~ - oba .1$ FAX 509 ~4~ ~p/~~lyQ ~ ' 21101 L,E60 ~ ~ _ ~ • , ~ • ~ + ~ m , asd r 4 2 ~ r' ~ A Sr ~ , . Q ~ ~~~3~, " - m ~ a ~ ~ ~ ► ~ ~ ~ ~ ~ s► . cl~ ~ ~ . ~ 0~ ~ ~ ~ . . , b~..,,~. ~ ~ ~ • 449 72 r ~ ~ :z . 'QV . - ~t $Z :9~ SQI p F . . ~ .s~~ 1 ~ g~[ 9Z6 ~os '~s~+ l st C34/0 ~ ~ • ` ~I~1$~' ~ ~~Yy ,~OIZ 5~9 A58 6844 . 9 00/91 g@1 1? 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'i.'~'~• r~. . - _ ~r: i •i. ~ '~~~.'i ~5' .'r".'••-'-~M.ti'•1_ , :f. :I: :i.;iY . . h .I^ . rr .ry.," "~i:•.::.;':':::'.' - t!. ~I~• I.~:%•• . :t: ~ y"il.•~ 'i~. ~a..,I' ? ,.lti~y•i:... • :4._. i`- • t' . .,~i•: ci~..•i': . . i •.~•..rX.,b.,. r s~;•:, .;c:? ~Y.t3): - ' - • ~ - = . t. .'R~.,.., , , .t~'.1.'`,>tit";x -~;~~,:-?-'•i:...::...Y::i,:~ - - • - • ..c>•c..._...~__ n ~ a Spolcanc County Enginecrs 1026 W I3raadNvay Spokanc WA 99260-0170 . 509)477-3600 PUD nOcinncnt 7'itle DECLARATION OF COVEiNANT Reference NumUers Legal Description Parccl Numbcr Crantors and Cr.intecs Tn consideration of die approval by Spokale County of (hereinafter referred to as the "Dcvclapment"), the undersigned covenants and agrees diat: 1. The subdivider/sponsor will constnict the private roads and associated drainage facilities in conformance with the approved plans on iilc in the Counly Cngineer's Oftlce. 2. A lot is served Uy a private road when a. the only road frontage for the lot in the Development is on the private road, or; b. a lot llaving l~rontage on more than one road (public or private) constructs an approach to the private road. 3. The Home Owners Association or their successors in interest shall mainlain die private roads and associated drainage facilities in conformance with the anproved plans on tlle in the County Enginecr's OfCice. 4. The owner(s) of any lot created by the Development or alternation thercot and served by a private road shall be responsible tor maintenance of said private road, including associated drainage facilities. 5. Maintenance t-mancing of the private ro,-cls and associated drainase facilities shall be in a manner determined by dle Home Owners Associatian or their successors in interest. 6. Should t1he I-tome ONvners Associatioii be tei-minatecl i'or any reason, the successors in interest shall be tlle individual (ot owners, or Lheir successors in interest, who are memUErs ol' the IIome Owners Assaciation at the time of said termination. 7. In tlie event such private rold including associated drainage facilities is improved to Spolcane County standards far public streets, and the County is willing to accept the dedication of such road vid drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. S. Owners of lots witllin the Development who are Trved by such road, may sue and recover damages and attorneys' fees from any owner of any lot wichin the Developnlcnt which is similarly served who refuses to participate in the road and drainage facilities construction, tlnancing, and maintenance:. 9. WARIVING: Spokane Coccnry has no i-esponsihility to bccild, iirtprove, or maintain or othertivise sei-vice the privale roatis, and associated drainage facilities coiztainetl witlrin or providing service to the properry . clescriberl in tlre Development. Ry nccepcing thi.r developmeilt or srcbseqieeiitly by allotiving a brrilding perinit to be issccedfor property ac a private road, Spokaite Cottnty asstuites no obligatiott for saicl private road aiirl the oivners hereby acknowledge that the County has tio obligation of any kind of nntru-e whatsoever to establish, exarrritie, survey, col1strrrct, alter repair, imprnve, inairitcrin, provirle drninnge or si1o►v remo>>al on a private road or its' associctteci drairrase fncilities 1 , A t 1 ~ A' 10. Whenever the Home ONvners Association or their successors in interest fail to maintain the drainage facilities in conformance with the approvecl drainage plan, a notice will be given to the Ilume ONvners Association or their successors in interc;st by the County. If not corrected al'ter 10 days, the County has the right to correc[ the mainteiiance failure or have it corrected at the expense of the Home Owners Association, their successors in interest, or lots in the development. 11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, no the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties (lue to deticient construction and/or maintenance of drainage courses in drainage easements on private property. 12. This eovenant and agreement shall run with the land ancl shall Ue Uinciing unon the owner, their heirs, successors or assigns, including tlie obligation to participate in the maintenance of the private road 1Ild drainage facilities as provideci herein. OWNER OWNIE, R Dated this day of , 20 STATE OI% WASHINCTON ) : ss County of Spokaiae ) On this day persoizally anpeared before me kttoivn to me to be the iizdivitlrral(s) described in rnid ivleo execrrted the ivrtliin artd foresoing insn•ermerrt and ack»oivledgetl tJrat Ite/slie/t11ey sigiied the saine as Itrs/lter/tlceir fi•ee aiid volcrirtary act atrd deed for tlte rrses aicd pruposes therein stated. . GIVI:N UNnrlt 1YIY FIAND AND OrFICIfiL SL'f1L tJris d«y of 20 Notary Public in andfor the State of Wnshington, residitlg at Spokarie k\f\declapud 1/200 2 ~ • -PLttr Nfkktr N4. . E? imc)c Pe 3~~ S'1'~~'►'1S~t'tc~ AAG~ ~ , I'lat Cltiecl: f~ee fnx~ NumUc;r ol'Lots 9A. Rnicl iMiles (Nc:w) ~12 1 G-qf~ ° 'I'otal Areit I I ~ NfAI' " Norili Arrnw Sciilc Lct;cncl . I'rocrclures f,:qitipment BIlS1S i)l' Bl'~ll"lllg5ti ~G ,lr "e ( / \ I'lac Locntion I3y 1'ide Oi*liciil Signa(ure 131ocks Sttrveyors Certilir.acc Road N1111f'S v - Road Widths e\eljaccnt Arca ~ Lot & 131uck Nui»hers R/W Declir:lll011 (ICSIgllald I r-oot str;ps I~ 3 R!'S on GLO Corners Tract X Lo( Arcas B{ ~ C~< < t3cnch Iviark Closurc: ~ ct.i,~vL`~'t't"A L nI?lllCr'I'I0~1 Dcscriplion ("1'o Map) • C~ Oc:scriptio►i ('('o Ccrt) Owncrs U f Cci'tilicalc: co 1'I'lt 2- I E=oot Stt'ins I:In - CI'I: Statentritl ~ r\ccrss l'rc~hihitetl 7 6 , tr,~.., " . , ~ I./~1 Declicalion At _ Drainase Laiisuage ~ Drainage Covenant N Ln 1=1clocf liisurcincc ~ '?OS f3oiicls -`S1,OQ0.00 ea 208 1'LANS Af'PROVE17 1'rivatc Road Dnc. 1l's I'riv:itc 12o;u1 1Virning ~ Road Pl'liis Road 13oncl liiiprovemeitt r ~ 12c~;tcl 13nilcl (ns~~erlioii fJ ~ Signccl 13y l;nbinecr 44 ~.ti~i~i~,,~:~~,~,~.c~.•~,•~,~~ 7G FROM ANGLE D7SY NORTH EAST TO F'1750C SHELLEY LAKE 3RD ADD PLAT gOUNDRY 3-06-2001 D.BERTO AUiO INVERSE START 1500.0000 1500.0000 1 1 I IVV IV 0 4E 03.00 E 151. 4700 1651.4564 15~.~`. 0289 2 2 I NV S 89 13 57.00 E 3.4500 1651.4102 1505.4786 3 3 T 1VV N 0 46 03.00 E 201. 4900 185`. 8821 1 508. 2 776 • 4 4 T NV N 75 43 36.00 E 77.8000 1872.0636 1 SE33. 5759 5 5 I iVV IV 66 48 39.00 E 78.8200 1'303. 1004 1656.0281 6 E INV N 50 20 11.00 E , 96.3400 1964. 59`2 1730. 1911 7 7 I1VV iV 57 42 48.00 E 75. 8914-10 `005. 1292 1794. 3474 8 8 I hiV N 58 30 33.00 E 99.0400 ►~056. 8640 187Es. 8012 9 9 I NV iV 73 01 25.00 E 91.1900 2k-83. 4894 19EE. 017E 10 10 INV N 76 20 21.00 E 93.2700 2105. 5174 2056.6491 11 11 I h!V N 77 24 26.00 E 60.2900 21 18. E618 2115.4888 12 12 INV S E3 01 26.00 E 46.1600 2097.7227 2156. 6264 13 13 I IVV S 30 42 38.00 E 96.0100 2015.1774 2205.6588 14 14 I NV S 20 41 00.00 E: 57.9200 1960.9905 2226.1163 15 15 I NV S 323 49.00 W 63.1900 1897.9115 2222.3721 16 16 I NV S 41 19 42.00 E 77.7200 1839. 5486 2273. E963 17 17 INV S 14 05 46.00 E 187. `,300 1657.6654 2319.3691 18 16 TNV S 14 49 27.00 E 38.8900 1620.0699 2329. 3192 19 19 INV S 50 LJ 15.00 E 74.5000 1572.6027 2386.7397 20 20 I h!V IV 85 57 1 3. 00 E 6.5700 1573. 0EE3 239 3.2933 21 21 INV S 29 07 19.00 W 20`. 7100 139`,. 9817 22294. b404 22 22 I NV S 24 22 13.00 W 30.0000 1;68. 6547 2282.2615 23 RAD IAL S 24 22 13.00 W DELTA 1 34 49. OOR"i" - • RAD I US 530.0000 ?'Ahl 7.3094 L-ARC 14.6180 RAD I AL S 25 57 02.00 W RF' 1851.4306 2500.9564 24 23 CHORD N 64 50 22.50 W 14.6175 1374. 8E94 2269. 0309 25 TAIV@F'T N E4 02 58.00 W 25 I NV S 41 15 44.00 W 136. 2100 1272.4805 2179. 1996 2E 26 I hIV iV 46 00 27.00 W 101. 7200 1343.1316 210E .0191 27 27 IIVV N 55 17 56.00 W 30.4000 1;E+0. 4381 2iZt£i1. 026` 28 28 I NV N 45 11 48.00 W 1 55. 2700 1469. 8531 1970.8575 29 49 I NV IV • 63 38 49.00 W 124. 3200 1525.0389 1859. 4574 30 30 I NV N 76 01 28.00 W 71.9000 1542.4033 1789. 68;:,7 31 31 INV S 81 40 34.00 W 292. 7700 1500.0194 1495. 9999 32 LpT & DEPI -0. 0194 0.0001 32 HCLOSE S 0 18 04.09 E 0.0194 1500.0000 1500. 0000 1 F'REC = 1 TO 146572 Area = 442294.69 sq ft 10.15369 ac FROM AiVGLE DIST NORTM EAST 7O START , 1 500. 0000 1500. 0000 1 i I hIV N 0 46 03.00 E 121.4700 1621. 4591 1501.6271 33 33 I NV S 89 13 57.00 E 24.4500 1621.1316 152E. 0749 34 35*34 U I SYANCE a5*34 HEAR I iVG RAD i AL S 0 4E 03.00 W DEL"f A 28 36 02. O0LT hZAD I US 280.0000 1 1'l 1 V I.\ • 4J ! 4. L--ARC 139. 7687 RAD I AL S 27 45 59.00 E RP 1901.1065 1529. B2JJ 35 34 CHORD iV 76 28 02.00 E 138. 3`21 1653. 4992 1660. ~566 36 TAIV@P,T N 62 10 01.00 E FROhi ANGLE D'I ST NORTH EAST TO PLOCK 3 SIDELINES • AUTO INVERSE START 1500.0000 1 500. 0000 1 1 I NV N 0 4E 03.00 E 121.4700 1621.4591 1501.6271 33 33 I NV S 89 13 57.00 E 24.4500 1621.1316 1526. 0749 34 RAD I AL S 0 46 03.00 W DELTA 28 36 02. OOLT RADIUS 280.0000 TAN 71.3726 L--ARC 139. 7E►87 RAD I AL S 27 49 59.00 E RR 1901.1065 1529. 8255 35 34 CNORD hl 76 28 02.00 E 138. 3"1 1653. 499 1660.5566 36 TANr_dFIT N 62 10 01.00 E RAD t AL iV 27 49 59.00 W - DELTA 71 49 32. OOF2T RAD I US 285. 0000 TAIV 406. 4025 L--ARC 357. 273E3 RAD I AL N 43 59 33.00 E RF' 1401. 4?'03 1793. E►222 37 36 CHORD 5 81 55 13.00 E 334. 3352 1606.5081 1991. 5730 36 TAN@PT S 46 00 27.00 E 38 I NV S 4E 00 27.00 E 19E. 3700 1470.1165 2132.8477 39 RAD I AL S 43 59 33.00 W DELTA 0 54 43. OOLT RADIUS 530. 0000 TAN 4.2179 L--ARC 8.4357 RAD I AL S 43 04 50.00 W RP 1851.4148 2i00. 9f+E7 40 39 C110RD S 4E 27 48.50 E 8.4356 1464.3059 2138.9629 41 TAIV@PT S 46 55 10.00 E RAD I AL iV 43 04 50.00 E DELTA 90 54 43. OORT RAD I U5 30.0000 7AN 30.4813 L-ARC 47.E014 RAD I AL S 46 00 27.00 E RP 1442.3941 2118.4722 42 41 CNORD s 127 48.50 E 42.7627 1421.5572 `140. 0551 43 TAIV@PT S 43 55 33.00 W 43 I NV S 43 59 33.00 W - 84.9600 1360. 4199 2081.0310 44 44 I NV iV - 45 11 48.00 W 155. 270-0 14E9. 8349 1970. 8E`3 45 45 I NV N E3 38 49.00 W 124. 3200 1 525. 0207 1859. 4622 46 4E I NV N 76 01 28.00 W 71.9000 1 542. 3851 1789. 6905 47 47 I NV S 81 40 34.00 W 252. 7700 1500. 0012 1 500. 0047 48 LAT & DEFI -0. 001 2 -0. 0047 48 HCLOSE S 76 02 55.93 W 0.0048 1 50Q1. 0000 15Qt0. 0000 1 F'REC = 1 l"0 335758 Ar,ea = 89080. 51 sq ft 2.04501 ac FROM ANGLE DIST NORTH EAST TO BLOCK ` SIDELINES AUTO INVEaSE START ' 137' 9694 22E9.0309 25 25 ItVV S 41 15 44-10 W 136. 2100 127L.. .-+805 2179.1996 26 26 INV N 4E 00 ►'7. 00 W 101. 7`00 1343. 1316 2106. 0191 27 _ _ ~ _ _ w i _w_ - - : . . 1 ^f l A P 1.i i v v I It ~ v w i v ..i • -c.• r..• v v e v v a . . . . ~ . . . . RAD I AL N 46 00 27.00 W DELTA 79 49 3F- '+ORT J RAD I US 3ic. _,000 TAN 25.0956 L--ARC 41.7970 RAD I AL N 3; 49 08.00 E RP 136E . 1801 2169.2793 50 49 CHORD iV 83 54 20.50 E 38.4976 1411. 1041 2205. 9764 51 TAN@PT S 56 10 52.00 E fRAD I AL S 33 49 08.00 W UEL."f A 7 52 06. OOLT RAD I lJS 5s0. ~000 TAN 36.4493 L--ARC 72.7840 RAll T AL S 25 57 02.00 W RP 1851.4287 2500.9582 52 51 CHORD 5 E0 0E 55.00 E 72.7268 1374. 6675 2269.0327 53 TAN@PT S E4 02 58.00 E: LAT & DEP 0.0019 -0. 0018 53 HCLOSE N 42 51 1 2. 42 W 0.0026 1374.8694 `2E9. 0309 25 PREC = 1 TO 166991 Ar,ea = 12093.89 sq ft 0.27764 ac FRUM ANGLE D I ST NOR'i"H EASI' TO RL.OCK 1 S I DEL I NE5 AUTC] I NVERSE START 1651.4102 1505.4786 3 3 I IVV IV 0 46 03.00 E 201. 4900 185`. 8821 1 506. 1776 4 4 ! NV hl 75 43 36.00 E 77.8000 1872. 0636 1583.5759 5 S IIVV N 66 48 39.00 E 78.8200 1903. 1004 1656.0281 6 6 I NV N 50 20 1 1. 00 E 96.3400 1964.5922 1730.1911 7 7 I hIV IV 57 42 48.00 E 75.8900 2OV."15. 1292 1794. 34'74 8 6 I NV N 58 30 33.00 E 99.0400 `056. 8640 1878.8012 9 9 IIVV tV 73 01 25.00 E 91.1900 `083. 48y4 1966.0176 10 10 I NV N 76 20 21.00 E 93.2700 2105.5174 205E. 6491 11 11 I PJV Id 77 24 26.00 E E0. 291ZIO 2118.6618 21 15. 4888 12 12 INV S E3 01 26.00 E 46.1600 2097. 7"7 :'156. 6264 13 13 I lVV 5 30 42 38.00 E 96.0100 2015.1774 2205.6588 14 14 I iJV S 20 41 00.00 E 57.9200 1960. 9905 2226.1163 15 15 INV S 323 49.00 W 63.1900 1897.9115 2222. :37`1 16 16 I NV S 41 19 42.00 E 77.7200 1839.5486 2273. 6963 17 17 TNV 5 14 05 46.00 E 187. 5300 1E+57. E654 4319. 3691 18 18 INV S 14 49 27.00 E 38.8900 1620.0699 2329.3192 19 19 IiVV a 50 25 15.00 E 74.5000 1572. 6027 238E.*7397 20 20 I NV N 85 57 13.00 E 6.5700 1573.0663 w393. 29.:;3 29 21 I NV S 29 07 19.00 W 202.7100 1395. 9f317 2294e 6404 22 RAD I AL S 24 22 1 3. 00 W DELTA 19 37 20. OOR"i' RADIUS 500.0000 ' TAN 86.4649 L-ARC 171. 2362 RAD I AL S 43 59 33.00 W RP - 1851. 430E : v00. 9564 54 2;R CMORD fV 55 49 07.00 W 170. 400E 1491.7152 2153.6743 55 TAN@PT h( 4E 00 27.00 W 55 I NV N 46 00 27.00 W 196.3700 1628. 10E+8 2012. 399?' 5E RAD I AL IV 43 59 33.00 E DELTA 71 49 32. OOLT RAD I US 31 5. 0000 TAN 228.1290 L--ARC 394. 881E RAll I AL N 27 49 59.00 W RN 1401. 4861 1793.6120 57 5E CHORD N 81 55 13.00 W 369. 5284 2680. 0443 1E46. 5395 58 TAN@PT S 62 10 01.00 W , DELTR 28 36 02. OQ►FcT HADIUS 250.0000 T'AN 63.7255 L-AHC 1 24. 7935 RAD I AL S 0 46 03.00 W • RP - 1901.1223 1549 .8152 59 58 CHORD S 7E 28 02.00 W 123. 5019 1651.1447 1526.4665 E0 TANCdF'T N 89 13 57.00 W ig cprj ~)t Prni E~0 INV lV 89 1~-. 57.00 W ~--.-1651.4259 1505.4784 61 33 .A~ R~DEP -0. 0 1 5$ 0.0403 61 HCLOSE S • ~ E rZ'+. 0 1~ 1651.4102 150`. 4786 3 PFtEG = 1 TO If.ErME+ Area =310158.74 sq ft 7.12027 ac l 3`1 v 6 L{ FROM ANGLE D I ST NL:1R1"H EAST TO CENTERLIiVE SHELLEY LAKE LANE AUTO INVERSE . Sl"AR"f 1651.4102 1505.4786 3 3 INV S 13 4; 12.95 W 15.3916 1636.4578 150-1. 8280 E2 E2 I NV S 89 13 57.00 E 24.4500 i b.36. i 302 1526.2758 63 RAD I AL S 0 46 03.00 W DELTA 28 36 02. OOLT RAD i US 265.0000 TAN 67.5490 ~ L--ARC 132.2811 HAD I AL 5 27 49 59.00 E RP 1901.1065 1529.6255 64 63 CHORD 1V 76 28 02.00 E 130. 9120 1666.7639 1E53. 5;3;:? 65 TANCdK'T N 62 10 01.00 E RAD T AL iV 27 49 59.00 W UEL7A 71 49 32. OORi HAD I US 300. OOOk' . TAN 217.2658 L-A RC 376.0777 RAb IAL N 43 59 33.00 E RP 1401. 4703 1793.6222 6E 65 CHORD S 81 55 13.00 E 351. 9318 1617. `995 2001. 9915 67 7AN@F'1' S 46 00 27.00 E 67 INV S 46 00 27.00 E 196. 3700 1480. 5080 : 143. 26E1 E8 RAD I AL S 43 59 33.00 W UEL"fA E 00 33. OOL.T RAD I US 515. OOOIZi . "C'AN ►'"l. 031 ; L-ARC 54.0131 RAI7 I AL S 37 59 00.00 W RP 1851.4148 2500.9667 69 E8 GHORD S 49 00 43.50 E 53.9883 1445.4970 2184.0191 70 TA1V@F,T S 52 01 00. 00 E RAD I AL S 37 59 00.00 W DELTA 13 3E 41. OOLT RAD I US 515.0000 TAR! 61.4695 L--ARC 122.3602 RAll I AL S 24 22 2 3. 00 W RF' • 1851. 4148 2500. 9661 71 70 CHORD S 58 49 23.50 E 122. 072F+ 1382.3024 2288.4612 7-Li TANK'T S E5 37 47.00 E 72 I NV S 24:'2 13.00 W 15.0000 1368. 6389 22Ei2. 2717 73 LAT R DEF, 0.0158 -0. 01 03 73 HCLOSE iV 33 00 27.06 W 0.0188 13E8. 6547 228`. 2615 23 F'REC = 1 TO 49705 No Ar-ea FROM ANGL D T ST NOR EAST 'TO f'F:NTFF21 s NP r.ARw r NF I caNF Hu Iu lIVVtK~C Sl"ART 1445. -4972+ 2184. 0191 70 70 INV S 43 59 317-"10 W 130.2800 13~' .•_~f~9E 2093. 5313 74 74 I NV N 55 17 56 :0 W 15.2000 136, 4229 20& i.0348 75 LAT & DEF, 0.0152 -0. ~086 75 HCLOSE iV 29 31 14.25 1•J 0.0175 1360.4381 2061. 0262 28 F'REC = 1 TO 8311 No Area a . • r I BEFORE SPOKANE COUNTY DIVISION OF PLANNING IN THE MATTER OF A 2ND EXTENSION OF ) TIME REQUEST FOR PE-1750-94 ) FINDINGS OF FACT SHELLEY LAKE, AN APPROVED ) CONCLUSIONS AND PRELIMINARY PLAT WITH PUDE-4-94, A ) DECISION PLANNED UNIT DEVELOPMENT (PUD) ) OVERLAY ZONE AND ZE-34-94, A ZONE ) RECLASSIFICATION FROM URBAN ) RESIDENTIAL-3.5 (UR-3.5) AND SUBURBAN ) RESIDENTIAL-1 (SR-1) TO URBAN ) RESIDENTIAL-12 (UR-12) ) THIS MATTER, a request for an extension of time from Robert Heitman has been received and decided upon, pursuant to Spokane County Subdivision Ordinance (Section 12.100.118) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary subdivision, entitled Shelly Lake, was approved January 24, 1995 by the Board of County Commissioners on appeal from the Hearing Examiner Committee approval of August 26, 1994. The original proposal was a preliminary subdivision to divide 123.8 acres into 243 single family dwellings and 200 multiple family dwellings with a Planned Unit Development (PUD) Overlay zone. The proposal also includes a request to reclassify a 14-acre portion of the project site • from Suburban Residential-1 (SR-1) and Urban Residential-3.5 (UR-3.5) to Urban Residential-12 (UR-12). 3. The proposal is generally located south of 4'h Avenue, east of and adjacent to Conklin Road, approximately 700 feet south of Sprague Avenue, and approximately 1/4th mile east of Sullivan Road, in Section 24, Township 25 North, Range 44 E.W.M. Spokane County, Washington, and identified as Assessor's tax parcel numbers 45241.9027, 45241.9017, 45241.9016, 45242.9012, 45244.9045. 4. The current zoning for the site is Urban Residential-3.5 (UR-3.5) and Suburban Residential-1 (SR-1). The requested zoning reclassification will be implemented during finalization of the remaining phase(s) of the preliminary plat. 5. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. . . J . Section 12.100.118 states that the Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply. The criteria and Planning Division's response thereto are as follows: 1) That some portion of the existing preliminary plat has been finalized since the last extension was granted and the remaining lots would form a unified development consistent with the original approval; RESPONSE: The first phase of Shelley Lake Addition, was recorded on January 30, 1997 consisting of 82 units. Since approval of the last time extension in February of 1999 the applicant has finalized Shelly Lake 1" Addition Subdivision (Phase 2) and Shelly Lake 2"d Addition (Phase 3) including a total of 44 lots. Of the original 443 units approved in the preliminary subdivision 126 lots have been finalized and 317 units (200 are multi-family units) are remaining to be finalized. 2) That the preliminary subdivision remains generally consistent with the original plat or binding site plan that was approved, and the sponsor has taken substantial steps towards finalizing the plat or binding site plan, which shall include one, but is not limited to, the following: a. surveying the lots within the development; b. arranging for public services to the site; c. obtaining necessary financing for all or a portion of the preliminary subdivision, short subdivision, or binding site p/an; d. the comp/etion of studies or other requirements which were part of preliminary subdivision, short subdivision, or binding site plan approval. RESPONSE: Sewer plans have been approved for the 4Ih Phase of the project . and sewer construction has commenced. Drainage and road plans have been prepared and are being reviewed by appropriate agencies. The water distribution plan is being developed for agency approval. Following construction of the sewer lines water distribution lines will be constructed. 3) That at the time the preliminary plat approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet availab/e. This provision shall not apply to public utility extension which the project sponsor would normally fund. RESPONSE: Not applicable. 4) That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period. REPSONSE: Not applicable. P E-1750-94/P U D E-4-94 Time Extension Page 2 • S 6. The Comprehensive Plan designates the area of the preliminary plat as Urban (U) and Suburban Plus (S+). The Comprehensive Plan designations remain the same since the original preliminary plat approval. 7. The proposal has been circulated to all affected agencies and departments for comment. Additional conditions have been recommended by the Spokane County Division of Engineering and Roads, the County Division of Planning and the County Division of Building and Code Enforcement. 8. The subject property is located inside the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97-0321. The project site is located in the Aquifer Sensitive Area (ASA) and the Priority Sewer Service Area (PSSA). 9. The proposal complies with RCW 43.21 C(The State Environmental Policy Act). A Final Environmental Impact Statement was completed on July 22, 1994. 10. This is the second request for a time extension. The total life of the preliminary plat has been approximately six and one half years. 11. On August 1, 1996, the Spokane County Division of Planning began implementing the Critical Areas Ordinance for the Protection of Wetlands, Fish and Wildlife Habitats and Geo-Hazardous Areas. Review of the Spokane County Geological Hazards and Constraints Map indicates the subject site contains a limited area of erodible soils and alluvium soils. Geo-hazardous areas are defined as areas that are susceptible to erosion, sliding, earthquake, or other geological events that are not suited to siting commercial, residential, or industrial development consistent with public health and safety concerns. Alluvium soil is potentially instable when developed with certain improvements. The time extension includes updated conditions of approval requiring compliance with the Spokane County Critical Areas Ordinance. CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County. 2. Subsequent one year extension of time will only be considered upon a finding of substantial compliance with Section 12.100.118, of the Subdivision Ordinance. 3. There are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare. This conclusion assumes that the below conditions of approval are met. PE-1750-94/PUDE-4-94 Time Extension Page 3 DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE-1750-94/ZE-34-94/PUDE-4-94 Shelley Lake is hereby APPROVED 'u , 00 W ote that lined out wording below represents deletions from e conditions of approval and italicized wording represents additions to the original conditions of approval. CONDITIONS OF APPROVAL 1. All Conditions imposed by the Board of County Commissioners shall be binding on the "Applicant, " which term shall include the owner or owners of the property, heirs, assigns, and successors-in-interest. 2. The conditions of approval apply to the preliminary subdivision of record. 3. The zone reclassification from Urban Residential-3.5 (UR-3.5) to Urban Residential- 12 (UR-12) applies to Lot 1, Block 11 of the preliminary subdivision of record. The planned unit development overlay zone applies to the entire preliminary subdivision of record. SPOKANE COUNTY PLANNING DIVISION 1. The proposal shall comply with the Urban Residential-3.5 (UR-3.5), Urban Residential-12 (UR-12), Suburban Residential-1 (SR-1) and Planned Unit Development zone(s) as amended. 2. The preliminary plat is given conditional approval for onqgQ y.ear, specifically to ONE* -2 The applicant may request an extension of time by submittiNg a written reques at /east thirty (30) days prior to the above expiration date, or December 24, 2001, as directed by the County Hearing Examiner. Submission of a time extension request following said date will not be accepted and will render - the preliminary plaf null and void following the project's finalization expiration date. 3. Bonus density is approved to allow up to 200 multiple family units in the Urban Residential-12 (UR-12) zone and 38 total units in the Suburban Residential-1 (SR-1) zone. 4. Since multiple zones affect the planned unit development, minor adjustments in official zoning boundaries may be approved by the Planning Director or designee to recognize lot lines and road right-of-way at the time of finalization. 5. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 6. The Planning Director/designee shall review any proposed final plat to ensure compliance with these Conditions of Approval. 7. A final plat name shall be indicated before the final plat is filed, such name to be PE-1750-94/PU DE-4-94 Time Extension . Page 4 approved by the Planning Director/designee. 8. Appropriate road name(s) and addresses shall be indicated. 9. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 10. Four (4) taree-(3) current certificates of title shall be furnished to the Planning Division prior to filing the final plat. 11. The final plat shall indicate yard setback arc lengths on curved street frontage lots and cul-de-sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. 4-2- , , , , 4-3-. water tern. a-4- "The iteF 6ystem, puFsuant to the VVateF Plan approved by GOUnty and state r'e%v ir%+v healt.~ -autherifies, , site , - 4-5- " " , stamp. , " • " wateF syste~- 12. A survey is required prior to the filing of a fina) plat. 13. Prior to approval of road and drainage plans, the applicant is required to coordinate with the United States Postal Service to determine type and location of central mail PE-1750-94/PUDE-4-94 Time Extension Page 5 i " 1 delivery facilities which may include applicable easements for developments of three or more homes. 14. A specific landscape plan for open space areas, planting schedule and provisions for maintenance acceptable to the Planning Director/designee shall be submitted. ~e}ect pr*e)r te-€iaal-plat-appr-eva~ along with a suitable guarantee for the installation of the landscaping. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. Landscaping shall conform to the requirement of the Spokane County Zoning Code and as described in the staff report and shall include a wildlife habitat enhancement plan as described on page 44 and 45 of the Shelley Lake Draft EIS. Identification signs, 6 feet in height, located at entrance points to the development are approved subject to conformance with clear view triangle regulations. 15. The PUD plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines. 16. A copy of the homeowners/property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Division prior to finalizing. 17. The private roads and/or common areas shown on this plat shall be dedicated to a named homeowners association created by document filed with the Washington Secretary of State. The applicant shall furnish a confirmed copy of the articles of incorporation filed with the Secretary of State, prior to final plat approval. 18. The private roads and common areas cannot be sold or transferred, regardless of any provision in the covenants to the contrary, and shall be considered subservient estates for real estate tax purposes to the other lots created herein. D 4~9-- e o . . , 6 19. Project phasing shall be approved by the Planning Director/designee. ~ • PE-1750-941PUDE-4-94 Time Extension Page 6 . . , r-e . . . The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private "TraGt~4" or public roads. The dedication shall contain the foflowing statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." The following special building setbacks are approved within the planned unit development: Front Yard 15 feet Garage 20 feet Flanking Street 15 feet Side Yard 5 feet Rear Yard 15 feet Note: All exterior setbacks shall be according to the minimum provided by the underlying zone. Twenty five foot front and flanking street setbacks will be required from Rotchford Drive and the Tract X Road. es- . 21. The Spokane County Planning Division shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right-of-way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Division. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 5 feet of reserved future acquisition area for road right-of-way and utilities, in addition to the existing and/or newly dedicated right-of-way along 4th Avenue. NOTE: The County Engineer has required 10 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. PE-1750-94/P U DE-4-94 Time Extension Page 7 f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisition area imposed by these conditions. 22. The Spokane County Planning Division shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right- of-way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Division. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 35 feet of reserved future acquisition area for road right-of-way and utilities, in addition to the existing and/or newly dedicated right-of-way along South Valley Arterial. NOTE: The County Engineer has required 0 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisition area imposed by these conditions. 23. Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be formalized, and the existing zone classification shall be changed to Urban Residential-12 (UR-12), consistent with the proposed zoning approved with the preliminary plat of record. 24. The proposal falls under the jurisdiction of the Washington State Shorelines Management Act, and the applicant is advised that one or more shoreline permits may be necessary. The final plat shall delineate the Ordinary High Water Mark (OHWM) and the 200 ` feet of Shoreline Act jurisdiction boundary. The dedication on the final plat shall state: P E-17 50-94/P U D E-4-94 Time Extension Page 8 "A t'he time of approval of the final plat, this property fell under the jurisdiction of th Washington State Shoreline Management Act, RCW 90.58, and the Spokane ~t-y'Shoreline Program, W AC 173-19-400. Any development of this property ha I only proceed in strict compliance with the Shoreline Act rules and regulations i effect at the time of permit issuance." 26. Please be advised that any use, diversion, obstruction or change in the natural flow of any waters of the State requires approval by the Washington State Department of Fish and Wildlife. Construction of the proposed wooden bridge over Saltese Creek, dock and beach area may require such approval. 27. Prior to submission of the proposed final plat a preliminary geohazard evaluation of the project site consistent with the requirements of the County Critical Areas Ordinance shall be prepared by the applicant and submitted to the Planning Division for review and approval. The report shall recommend site development measures which minimize disturbance of the erodible soi/s and alluvium soils portions of the project site. The report shall include a map that shows the exact location of said soils. It may be found, upon review of the preliminary geahazard eva/uation, that a more in depth study is required to assure the potential for erosion or soil instability is addressed and mitigated appropriately. -40-. The dedication for the final plat shall state, "The land encompassed within the boundaries of the final plat contain geo-hazardous areas. This soil type is identified as having the potential for severe erosion or instable characteristics. Those mitigating measures identified in fname of the author of the approved preliminary geo-hazard evaluation and date of said reportJ shall be met prior to the issuance of any building permit. Land use activity within the geo-hazardous areas shall be as regulated by the Spokane County Critical Areas Ordinance, as amended". 29. A title notice shall be filed by the Division of Planning in the same time frame as an appeal identifying the land encompassed within the boundaries of the final plat contain geo-hazardous areas. The title notice shall specify that the mitigating measures identified in [name of the author of the approved preliminary geo-hazard evaluation and date of said report] shall be met prior to the issuance of any building permit. Land use activity within the geo-hazardous areas shall be as regulated by the Spokane County Critical Areas Ordinance, as amended. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Prior To Issuance Of A Buildinq Permit Or Use Of The Propertv as proposed: 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right-of-way and approval of the road system as indicated in the preliminary plat of record ? , profiles, _ EngFne ; F2r PE-1750-941P U DE-4-94 Time Extension Page 9 2. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and calculations that conform to the 1999 Spokane County Standards for Road and Sewer construction, the current edition of the Guidelines for Stormwater Management and all standards and laws that are applicable to this project if road and/or drainage improvements are required. Any final road and drainage plans and a drainage report shall receive the County Engineer's acceptance prior to re/ease of a construction or building permit or approval of the final plat. Drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion in the final plat document following p/an acceptance by the Spokane County Engineer. 3- 3. Adequate drainage easements, granfed to Spokane County and/or an acceptable maintenance entity, must be provided for all elements of the drainage p/an, in order that proper maintenance may be performed. A homeowners association or acceptable a/ternative maintenance entity has been proposed for this deve/opment. Easements for drainage ditches and natural drainage channels shall be wide enough to contain within the easement the runoff from a 50 year, 24 hour storm event for the contributing basin, p/us a 30% freeboard. The easement shall a/so include an adequate width for maintenance access to be ab/e to conduct proper maintenance of natural drainages and an adequate width access road for man made drainage facilities. Any easements and agreements for acceptance, conveyance, treatment, and disposal of stormwater that lie outside of the proposed plat being submitted, must be submitted with the project plans before Spokane County will review the plans for acceptance. . The regulations of the National Flood Insurance Program shall be observed. A development permit shall be obtained from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance No.88-0521). The following statement shall appear within the dedicatory language of the plat: "Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within the plat in the area of special flood hazard." 5. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "as-built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 6. No construction work is to be performed within the existing or proposed public right- of-way until a permit has been issued by the County Engineer. All work is subject to P E-1750-94/P U D E-4-94 Time Extension Page 10 inspection and approval by the County Engineer. 7. All construction within the existing or proposed public right-of-way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as-built" plans and monumenting the street centerlines shall be filed with the County Engineer. 8. No direct access from lots to stub road connections until such roads are constructed to County standards and established as county roads. 9. Road design, construction, and drainage control for one-half (1/2) rights-of-way and stub road connections are the responsibility of the owner, developer or applicant 10. Appropriate provision shall be made that the following-described property be held in trust until the continuation of the streets be dedicated or deeded: A one (1)-foot strip at the ends or edges of all streets that terminate or border the subdivision boundary . (Temporary cul-de-sacs are required when streets terminate at the subdivision boundaries.) 11. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. . Dedication of 10 feet of additional right-of-way along 4th Avenue is required. . Dedication to equal 35 feet from centerline of additional right-ofway along Conklin ~N Road is required. . . Designation of a"Tract X" road 60 feet in width from Conklin Road to the east property line for future 4th Avenue is required. The right-of-way deed shall be executed by the applicant and held in trust by Spokane County until such time as the ~ right-of-way is required by the Spokane County Engineer. ~ . A statement shall be placed in plat dedication that no direct access be allowed from lots to the South Valley Arterial, 4th Avenue and Rotchford Drive/Conklin. 1 A statement shall be placed in the plat dedication providing for future slope Ieasements as required by Spokane County along 4th Avenue extension. 4-7-.- 17. Maintenance access roads of sufficient width shall be provided to all man made ditches, ponds, drainage control structures, and any element of the system that may require replacement or maintenance in the future. Easements for drainage ditches sha/l be a minimum of 20 ft. in width. All maintenance access roads shall have a minimum of six inches of gravel, or other type of all-weather drivab/e surface acceptable to the County Engineer. The maintenance access road shall be designed to accommodate the turning movements of a Bus as deflned by AASHTO. If the maintenance road is greater than 300 feet in /ength, measured from the connecting PE-1750-94/PUDE-4-94 Time Extension Page 11 public roadway or paved private road, then a turn-around shaN be provided at its termin us. 4-8- standaF&. 18. If the drainage disposal system includes infiltration of stormwater as an element in design, there shall be a site investigation and study conducted by a qualified Geotechnica! Engineer prior to final submittal of road and drainage p/ans. The geotechnical report shall cover all sites where drywells or infiltration may be proposed. The report shall draw conclusions about the ability of any proposed drywells fo function according to the Spokane County Guidelines for Sformwater . Management. The site investigation shall also verify if the soi/s can infiltrate the stormwater at the minimum rate of 0. 5 inches per hour for any proposed grassed percolation areas. If the minimum requirement can not be met, an alternative stormwater design will need to be submitted that meets the requirements of the Spokane County Guidelines for Stormwater Management. 44~.- 19. If the project is developed in phases, a phased road and drainage plan sha/l be prepared by a licensed Professional Engineer, which clearly shows the phasing of the development. The p/an must demonstrate that each phase of the development is _ in conformance with the applicab/e Spokane County road and drainage standards, and the Conditions of Approva/ for the plat as well as any applicab/e regulations that may apply to this project from other governmental authority. The stormwater management systems and roads for this p/at shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the , required improvements must be bonded for in accordance with Spokane County regu/ations, prior to the recording of the final plat. Record drawings and a/l construction documentation shall be submitted with the proper certification statement. ~ "appliGaRt" , , 20. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) current/y accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. The TESC p/an is to include, as a minimum, a grading p/an, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, evaporation pond, 208 swa/e, or infiltration facility. The TESC p/an is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC p/an and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be insfalled prior to other site work and fhe TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. P E-1750-94/P U D E-4-94 Time Extension Page 12 21. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of Rotchford Drive, which is to be constructed within the proposed development. This will require the installation of 40 feet of asphalt. The construction of curbing and sidewalk is also required. Phased construction of Rotchford Drive would be permitted from 4th Avenue south with operation and maintenance as a private road until such time as Roads "I" and "K" are required as part of a final plat. Rotchford Drive while serving as a private road will still be built to public road standards. At such time as private roads "1" and "K", as delineated on the preliminary plat of record, are constructed to serve lots in that particular phase of the plat, the connection to existing Rotchford Drive will be required to be constructed as a public road with establishment of a public road from 4th Avenue south to the existing Rotchford Drive. Note: Current Spokane County Roads Standards prescribe a roadway width for a collector arterial which is different then that specified above for Rotchford Drive. The developer of the proposal has constructed a majority of Rotchford Drive to the roadway section specified above. For consistency, the County Engineer is requiring that the portion of Rochford Drive remaining to be constructed to the existing Rotchford Drive match the roadway width as specified above. A/l other design and construction e/ements sha/l comp/y with current Spokane County Standards. Note: From one year after the remaining portion of Rotchford Drive is connected to the existing portion as described above, and open to the traveling public, the applicant shall submit for review and acceptance by the County Engineer, a traffic signal warrant ana/ysis for the intersection of Sprague Avenue and Conklin Road. 22. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of Conklin Road, which is adjacent to the proposed development. This will require the addition of approximately 44 feet of asphalt along the frontage of the development beginning at the realigned 4th Avenue and extending to Sprague Avenue. To minimize the impacts to the existing - manufactured home park which accesses Conklin Road, the roadway cross-section shall provide for a continuous two-way left tum lane from the realigned 4th Avenue to Sprague Avenue. Any additional right-of-way requirements to meet this condition shall be dedicated by the applicant. This right-of-way requirement is only applicable to property under control of the applicant. The construction of curbing and sidewalk is also required. 23. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of 4th Avenue, which is adjacent to and within the proposed development. This will require the addition of up to approximately 40 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 24. The proposed private road as shown on the preliminary plat serving in excess of 20 lots with extension to serve 8 or less future lots on property east of Shelley Lake and future public right-of-way tract is approved by the County Engineer. 2-5. P E-17 50-94/P U D E-4-94 Time Extension Page 13 25. Private roads shall be designed and constructed as per Spokane County Private Road Standards. 26. All vested owners shali sign and record private road documents as prescribed by the Spokane County Engineer. These documents shail be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. . The following statement shall be placed in the plat dedication: "WARNING; Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 28. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 90-1592 99-0265, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 29. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the dedication of additional right-of-way and the roadway improvements herein specified. . The following statement shall be placed in the final plat dedication: "The private road ~ as shown hereon is an easement which provides a means of ingress and egress for - those lots within the subdivision having frontage thereon and not more than 8 lots adjacent to Shelley Lake to the east, not within this plat." 31. e County Arterial Road Plan identifes South Valley Arterial as a Principal Arterial. ~ he existing right-of-way width of 90 feet for South Valley Arterial is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 35 feet in width along the South Valley Arterial frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to the South Valley Arterial by payment of the fair market value of said future acquisition area and ignoring the restrictions placed in said future acquisition area by these conditions. 32. The County Arterial Road Plan identifies 4th Avenue as a Collector Arterial. The existing right-of-way width of 50 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way P E-1750-94/P U D E-4-94 Time Extension Page 14 dedication, a strip of property 5 feet in width along the 4th Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to 4th Avenue by payment of the fair market value of said future acquisition area and ignoring the restrictions placed in said future acquisition area by these conditions. 33. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 34. The applicant has proposed a 3 foot berm with a fence constructed on the top of the berm along the perimeter of the PUD. Sight distance analysis (vertical and horizontal) shall be done at the public and private road intersections as well as private road and private road intersections to ensure that safe sight distance is not compromised because of this construction. Berms and fences may have to be adjusted to comply with safe sight distance requirements. 35. The applicant shall be responsible for the connection of Rotchford Drive to Rotchford Drive currently terminating at the north property boundary of Rotchford Acre Tracts. Vertical and Horizontal sight distance based on design speed of that roadway shall be complied with. To make the connection, certain construction may be required within the public right-of-way of Rotchford Drive within Rotchford Acre Tracts. The applicant shall be responsible for any requirements relating to the off -site construction of this roadway. The applicant shall implement and comply with any design recommendations by the County Engineer for restricting speeds on Rotchford Drive. 3C~: 36. Construction of Conklin Road per the requirements aforementioned shall be done in the 1 st phase. This construction is required because of the existing condition of Conklin Road and the poor levels of service at the intersection of 4th Avenue and Sullivan Road. In conjunction with the Conklin Road improvements, the realigned 4th Avenue shall also be constructed. Any underground work for the placement of the future signal at Conklin Road and Sprague Avenue shall also be done in this 1 st Phase. , 37. 'Financial responsibility for signalization at Conklin Road and Sprague Avenue shall be the responsibility of the applicant. Construction of the signal shall occur when this ;'46jintersection meets warrants for signalization based on the Manual of Uniform Traffic Control Devices (MUTCD). 38. The Comprehensive Land Use Plan, more specifically the Arterial Road Plan, an element of the Adopted Comprehensive Land Use Plan, designates the South Valley Arterial as a Controlled Access Principal Arterial. The present plan does not show an P E-17 5 0-94/P U D E-4-94 Time Extension Page 15 intersection of this faciiity with Conklin Road. Based on this approved plan, the applicant shali be responsible for the construction of 4th Avenue from Conklin Road east to Steen Road to Spokane County Road Standards. The applicant shall construct or provide adequate surety for this improvement prior to the final phase of this proposed plat, provided this condition shall be null and void if the Arterial Road P{an is changed to reflect an at grade crossing of the South Vailey Arterial aT Conklin Road. Without this condition of approval Spokane County Engineering would recommend denial of this plat, since a pre-existing plan delineated no at grade crossing of fhe South Valley Arteriaf with Conklin Road and the applicant was aware of this condition prior to this public hearing. Adequate roadway infra-structure would not be available for this plat without this provision since the Level of Service for the intersection of 4th Avenue and Sullivan Road is inadequate for this plat at build out. Off-site right-of-way for this improvement shall be secured by Spokane County and the applicant shall reimburse Spokane County for a proportionate share of the cost of the right-of-way. 39. The 4th Avenue Extension Road intersection with Conklin Road shall be aligned so as to provide for the potential alignment of 4th Avenue as a four-way intersection. Spokane County will not vacate the present 4th A venue right-of-way to allow for this future connection. 40. If the project is phased and one phase depends on another phase for access and/or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for fhe dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. No access through a non-certified and non-accepted phase of the development may be allowed and no plans will be accepted by Spokane County for construction unless fhe prior phase is completed and certified by fhe Sponsor's Engineer. P 41. A bond for the anticipated engineering inspection and certification portion of the . project shall be posted with the County Engineer prior to final plat. 42. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right-of-way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without first having received a permit as specified in Secfion 9.14.070(1) ior such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may require the project p/ans be revised to show the construction that was done and specify how the construction that was done will meet Spokane County Standards prior to plan acceptance. , 3. This proposed subdivision or development proposal is located within a drainage ' basin which has been identified by the Spokane County Engineer's and Utilities', offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: PE-1750-94/PUDE-4-94 Time Extension Page 16 "The owner(s) or successor(s) in interest agree to join in any County approved stormwater management program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining or operation of stormwater control facilities." SPOKANE COUNTY DIVISION OF UTILITIES ~ The dedication shall state: ~ "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property, provided, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shatl make connection to the public sewer system. Sewer connection permit is required. 4. Plans and specifications for public facilities are to be reviewed and approved by the Utilities Department. Spokane County plan submittal requirements apply. 5. Security shall be deposited with the Utilities Division for construction of public facilities. SPOKANE REGIONAL HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Pfanning Division to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the PE-1750-94/PU DE-4-94 Time Extension Page 17 Spokane County Health District that an adequate and potable water supply is available to each tract of the plat. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is , in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plaUproject, and individual service will be provided to each IoUtract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized. . A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the [plat/project], and individual service will be provided to each lot/tract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized." 1. The dedicatory language on the plat shall state: "Use of private wells and water systems for the supply and/or distribution of potable domestic water is prohibited." Isystem, The plat dedication shall contain a statement to the effect that: "The public water pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building and Code Enforcement and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building permit for each tract." SPOKANE COUNTY DIVISION OF BUILDING AND CODE ENFORCEMENT 1. The applicant shall contact the Division of Building and Code Enforcement at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act Design/development concerns include: Fire apparatus access roads, fire hydranUflow, approved water systems, building accessibility, construction type, P E-1750-94/P U D E-4-94 Time Extension Page 18 _ occupancy classification, exiting, exterior wall protection, and energy code regulations. 2. Prior to the issuance of the initial building permit(s), the applicant shall submit fo the Division of Building and Code Enforcement documentation signed by the water purveyor and the applicable fire district stating that the public water system has been installed, tested and accepted as operational pursuant to the approved water plan. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction-related activities. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. SCAPCA strongly recommends that all traveled surfaces (ingress, egress, parking areas, access roads) be paved and kept clean to minimize dust emissions. 5. Solid fuel heating device(s) shall meet provisions of SCAPCA Regulation I, Article VIII. 6. Debris generated as a result of this project must be disposed by a means other than burning. SPOKANE FIRE DISTRICT NO. 1 1. The Fire District will require that access to the southern portion of the plat be available off of Rotchford Drive and 14th Avenue. 2. A water plan showing hydrant locations will be required. j ' D ED THIS 24th DAY OF JANUARY, 2001. Falk, AICP Associate Planner Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee payable to the Spokane County Division of Building and Planning, within fourteen (14) calendar days from the date this decision is signed per Spokane County Subdivision Ordinance Section 12.100.126. The deadline for filing an P E-17 50-94/P U D E-4-94 Time Extension Page 19 ~ A appeal is February 9, 2001. If you have any questions, please call the Division of Planning at 477-7200. jf c: County Division of Engineering, Bill Hemmings County Division of Engineering and Roads, Scott Engelhard County Division of Utilities, Jim Red County Division of Utilities, Brenda Simms County Regional Health District, Steve Holderby County Division Building and Code Enforcement, Jeff Forry Fire District No. 1 Vera Irrigation District No. 15 Buster Heitman, N. 8225 Division St., Spokane, WA. 99208 P E-1750-94/P U D E-4-94 Time Extension Page 20 i • • ~ _ . . r . . RECE VED FE6 2 4 1998 BEFOX2E SPOKANE COUNTY DIVISION OF BUYLDING AND PLANNING SPOKANE COUMY ENGINEER IN 'C'HE NiATTER OF AN EXTENSIOTI OF ) TYME REQUES'I' FOR PE-1750-94 ) FINDINGS OF FACT SHELLEY LAKE, AN APPROVED ) CONCLUSIONS AND PRElLINIINARY PLAT WITH PUDE-3-87, A ) uECISIpN PLANNED UNIT DEVELOPiMENT (PUD) ) OVERL,Ay ZONE AND zE-34-94, A ZONE ) RECLASSIFICATION FROM URBAN ) RESIDENTIAL-3.5 (UR-3.5) A.ND SUBUFtBAN ) RESIDENTYA,L 1 (SR-1) TO URBAN ) RESIDENTIA.L-I2 (LTR-12), URBAN ) RESIDENTIAL-3.5 (UR-3.5) AND SUBURBAN ) RESIDENTIAL 1 (SR-1) ) THIS MATTER, a request for an extension of time from Robert Heiunan has been received and decided upon, pursuant to Spokane County Subdivision Ordinance (Section 12.I00.118) and RCW 58.17.140. FIIVDINGS OF FACT . 1• The individual signing below has been properly delegated the responsibility for zenderinQ this decision by the Spokane County Director of Building and Planning. 2• The subj ect preliminary plat was approved January 24, 1995 by the Board of County Commissioners on appeal from the Hearing Examiner Committee approval of AuQust 26, 1994. The cunent zonin~ for the site is Urban Residential-3.5 (UR-3.5) and Suburbali Residential-1 (SR-1). The appropriate zoning reclassifcations will be implemented during finalization of each phase of the preliminary plat. 4• Spokane County has established specific criteria for considerin~ the extension of time for the expiration of preliminary subdivisions. These criteria are found in Section 12.100.118 of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. S• The Comprehensive Plan designates the area of the prelirninary plat as Urban and Subtu-ban The Comprehensive Plan designations remain the same since the oriQinal preliminary plat approval. 6. No additional conditions have been recomrriended by reviewinQ agencies, inclu.dina the Spokane County Division of En~ineerir,g and Roads, the Reoional Health l~istrict_y Spokane County Division of Utilities, Liberty Lake Sewer Uistrict and ihe Spokane County Division of BuildinJ and PlanninQ. 7. This is the first request for a time extension. The total life of the preliminan- plat has been approximately three years. • • ~ ' Extension of Time Findings PE-1750-94 . Page 2 8. The applicant states that water and sewer plans are approved and that street plans and the final plat document for Shelley Lake First Addition ( 2"d phase) are both 50% complete. 9. A portion of the preliminary plat, Shelley Lake Addition, was recorded on lanuary 30, 1997 consisting of 82 units. Of the originally approved 443 lots, 361 lots remain to be finalized. The original approval consisted of 123.8 acres of which 99.42 acres remain to be developed. CONCLUSIONS BASED UP4N A REVIEW of (a) the criteria for approving, an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the followin~ conclusions are made. 1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Section 12.100.1 r8, of the Subdivision Ordinance. DECISION . . BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of tune request for application PE-1750-94iZE-34-94iPUDE-4-94 Shelley Lake is hereby APPROVED until January 24, 2001. CONDITIONS OF APPROVAL 1. The original conditions of approval by the Board of County Commissioners dated January24, 1995 remain in full force and effect with the exception that Spokane County Planning Department Condition #8 is modified to state that the Preliminary Plat is given conditional approval to January 24, 2001. DATED THIS~c I DAY OF FEBRUARY, 1998. . ~ • V~/ Louis Webster, AICP Associate Planner . ~ • • ' Extension of Time Findings PE-1750-94 Page 3 Under state law and county ordinance, you have the ri~ht to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearin~ will be scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee to the Spokane County Division of Building and Planning, within ten (10) calendar days from the date this decision is signed. , If you have any questions, please call the Spokane County Division of Building and Plannina at 456-3675. c : County Engineer County Utilities - Regional Health District Inland Pacific Engineerina, West 707 7th, Suite 200, Spokane, WA 99204 . _ ~ ; . N O . 85 0114 . BEFORE THE BOARD OF COUNTY COMMISSIONERS RECEIVEt3 OF SPOKANE COUNTY, WASI-iINGTON JAN 2 J1995 County Engineering . IN TBE MATTER OF PRELIMINARY SUBDNISION ) PE-1750-94, SHELLEY LAKE; WITH PLANNED UNIT ) DEVELOPMENT OVERLAY PUDE-494; AND ZONE ) RECLASSIFICATION ZE-34-94, FROM URBAN ) FINDINGS OF FACT RESIDENTIAL-3.5 (UR-3.5) AND SUBURBAN ) AND DECISION RESIDEN'T,TA.L-1 (SR-1) TO UR.BAN RESIDEN'I7Ai,-3.5 ) (UR-3.5), URBAN RESIDENT7AL-12 (UR-12) AND ) SUBURBAN RESIDENTIAL-1 (SR-1) ) A.PPLICANT: N & H INVESTMENTS ) THIS MATTER, being the consideration by the Board of Counry Commissioners of Spokane County ("Board") of a request for approval of a preliminary plat known as Shelley Lake, Planning Department File No. PE-1750-94, preliminary planned unit development with bonus density, File No. PUDE-4-94, and a zone reclassification, ZE-34-94, all for the purpose of developing 243 single family dwellings and 200 multiple family dwellings on 123.8 acres of land surrounding and including Shelly Lake (hereinafter referred to as ttie "proposal"); and the Board having conducted a de novo public hearing on the proposal on October 4, 1994, pursuant to appeals filed by adjacent property owners of the Spokane County Hearing Examiner Committee's previous approval of such proposal; and the Board having fully considered the testimony and documents submitted, and the public record files regarding the proposal, and the members of the Boazd having ind.ividually visited or being familiar with the site and vicinity in question; and the Board having rendered an oral decision on November 8, 1994, approving the proposal with additional conditions or mod.ifications, hereby enters the following Findings of Fact and Decision: FINDINGS OF FACT 1. The site of the proposal.is located in the Spokane Valley, approximately 600 feet south 24Sprague Avenue and northerly of the Rotchford Acres Tracts subdivision, in Section , Township 25 North, Range 44 E.W.M., Spokane County, Washington. 2. The proposal requests approval of a preliminary plat and planned unit development for the entire site of 123.8 acres, a zone reclassification for 14.4 acres of the site from the Urbari Residential-3.5 (UR-3.5) zone to the Urban Residentiai-12 (UR-12) zone, and bonus density for the portion of the site currently zoned Suburban Residential-1 (SR-1) (south 20.2 acres) as well as the portion of che site sought to be rezoned to the Urban Residential-12 (UR-12) zone. 3. The proposal requests approval to develop 200 multiple family housing units on tlie 14,4 acres sought to be rezoned to UR-12, to set aside 53.2 acres of the site for open space, and to develop 243 single family residences on the remainder of the site. 4. The Spokane County Hearing Examiner Committee held a public hearing on the proposal on August 18 and August 25, 1994, and approved the proposal by written findings and decision adopted on August 26, 1994. 5. On September 2, 1994, Leonard and Elizabeth Bouge, the owners of an adjacent manufactured home park, filed a timely written appeal of the Hearing Examiner Coznmittee's decision with the Board of County Commissioners. 6. On September 5, 1994, residents in the Rotchford Acre Tracts area filed a timely written appeal of the Hearing Examiner Committee's decision with the Board of County Commissioners. 7. On October 4, 1994, the Board held a de novo public hearing on the proposal, with written comments submitted to the Board by November 1, 1994 accepted as part of the record. 8. On November 1994, the Board issued an oral decision approving the preliminary plat proposal, subject to the entry of written decision and findings. BOCC FINDINGS PE-1750-94 Page 2 9. The legal requixements for the public heari.ng held by the Board have been met. 10. The Board adopts the Planning Department and Board's public record files in PE-1750. ZL-34-94 and PUDE-4-94 as part of the record. 11. The oral testimony submitted to the Hearing Examiner Committee regarding the proposal.was not submitted to or considered by the Board, and daes not comprise a part of the record before the Board. The Hearing Exa.miner Committee's decision was considered as a recommendation only to the Board regarding approval of the proposal. 12. The Board takes notice of the provisions of the Spokane County Generalized Comprehensive Plan ("Comprehensive Plan"), the Spokane County Zoning Code ("Zoning Code"), the expired Spokane County Zoning Ordinance, the Program to Implement the Spokane County Zoning Code (adopted by resolution), and the Spokane County Code. 13. A Determinacion of Significance was issued by the Planning Department for the proposal under the State Environmental Protection Act and the County's local environmental ordinance, and an Envizonmental Impact Statement (EIS) ordered. A Draft EIS was issued for the project on February 15, 1994, and a Final EIS was issued on July 22, 1994. 14. At the public hearing held by the Board, the primary issues raised involved traffic impacts ta adjacent propercies from the proposal, including access impacts to the Birch Tree Manor Mobile Home Park located at the northwest corner of 4th Avenue and Conklin Road, and impacts to residents from the connection of Rotchford Drive between the proposal and Rotchford Acre Tracts. 15. The southern 20.2 acres of the site is designated within the Suburban Plus category of the Comprehensive Plan and is zoned SR-1. The remainder of the site is designated within the Urban category of the Comprehensive Plan and is zoned UR-3.5. 16. The original zoning of the site was Agricultural under the Spokane County Zoning Ord.inance, which zoning was redesignated to the current Zoning Code classifications effecave January 1, 1991, pursuant to the Program to Implement the Spokane County Zoning Code. 17. The proposal is generally consistent with the Urban category of the Comprehensive Plan, which is intended` to provide the opportunity for development of a city-like envuonment, with a nuxture of various land uses, includ.ing residential development at various densities, and which is associated with a high level of urban services. 18. The density of the proposal, includ.ing the densities of the single family and multifamily dwelling portions of the proposal, are consistent with the recommended densities of the Urban category of the Comprehensive Plan. 19. The proposal is generally consistent with the recommendation of the Urban category that multifamily development be located widi direct or near access to the major arterial systems of the County. The multifamily portion of the proposal is consistent with surrounding land uses, and will enhance ttle residenti,,d character of the area. 20. The proposal provides transition between higher density development to the north (the mulrifamily units of the proposal and manufactured home park units) and die one half to one acre single family tracts to the south. 21. While the proposal is inconsistent with the density guidelines of the Suburban Plus category of the Comprehensive Plan, it does implement other guidelines of the Suburban category, including provision for cluster development and open space, promotion of fill-in development, preservation of unique envuonmental areas, and buffering from adjacent land uses to mitigate negative impacts. 22. The proposal lies in a"uansition area" where the proposal overlaps two land use cacegories. The Comprehensive Plan provides for approval of transition area proposals if such proposals meet the guidelines of either land use categories, and depending on the impacts to adjacent land use categories and mitigation of such impacts through the approval process. ' 23. The proposal is consistent with the transition area policy of the Comprehensive Plan because it is implements the Urban category, and provides sufficient buffering, design . . , _ ' BOCC FINDINGS PE-1750-94 Page 3 amenities and other conditions to mitigate adverse impacts on adjacent large lots in the Suburban Plus category, including impacts on large animal-keeping. 24. Circumstances have substantially changed in the area since the original zoning of the portion of the site to be rezoned to UR-12, including the increased demand for residendal housing, land use and zoning trends in the area, the extension of public sewer to the site and road improvements to arterials in the area. 25. The proposal as conditioned is generally consistent with surrounding land uses. Adequate access to the Birch Tree Manor Mobile Home Park and for the multifamily pornon of the proposal will be assured by the required construcdon of a two way center turn lane on Conklin Road from tlte Fourth Avenue as realigned to Sprague Avenue. The required connection of'Rotchford Drive between the proposal at its south end and the Rotchford Acres Tracts is needed to provide a second access for adequate circulation of people, traffic and emergency vehicles. 26. Speed restrictions should be considered for Rotchford Drive, as recommended by the County Division of Engineering, to mitigate pocential traffic impacts to adjacent residcntial lot owners from the connection of Rotchford Drive. 27. It is unnecessary for Road "N" to be extended to the east boundary of the proposal and developed as a public road. 28. The applicant should be required to construct 4th Avenue from Conklin Road east to Steen Road to County road standards unless the Arterial Road Plan is changed to reflect an at grade crossing of the South Va11ey Arterial and Conklin Road. Without such condition, appropriate provision could not be made for public roads due to the inadequate level of service for the intersection of 4th Avenue and Sullivan Road that would otherwise result at build out of the proposal. 29. The proposal is located within the Central Valley School District. Upon completion, the proposal will generate new students which will directly impact the District's capital facilities. The District is currently operating over its capacity, and will continue to do so when the proposal is fully developed unless additional student housing is provided. 30. The applicant has indicated his willingness to enter into a voluntary agreement with the Central Valley School District requiring the applicant to pay a per lot fee to help finance the conscruction of addirional portable or permanent classrooms, and thereby mitigate ttle impacts of the proposal on student housing when developed. Such agreement is necessary to mitigate the impact of the proposal on the school discrict. 31. Existing park facilities in the area of the proposal are inadequate. Upon development, the proposal will generate additional residents which will directly impact the County park system and increase the need for additional park facilities in the area. 32. The applicant has indicaced his willingness to enter into a voluntary agreement with the County Parks Department to mitigate impacts from the proposal on the park system and to fi.nance additional park facilities. Such agreement is necessary to mitigate the impact of the proposal on the school discrict. 33. The proposal conforms with the Zoning Code and all other applicable land use controls. 34. The requirements of the Planned Unit Development Overlay Zone, including bonus density provisions, have been met. 35. The proposal complies wich the provisions of chapter 43.21 C, the Washington State Envixonmental Policy Act, and with the provisions of the County's local environmental ordinance. 36. The mitigating measures presented in the EIS or imposed on the proposal are adequate to mitigate the adverse environmental impacts from the proposal. As cond.itioned, the proposal will not have more than a moderate impact on the quality of the environment. 37. The proposal bears a substantial relationship to the public health, safety and general welfaxe. 38. The public use and incerest will be served by the proposed prelimina.ry subdivision, planned unit development and dedication, within the meaning of RCW 58.17.110. . BOCC FiNDINGS PE-1750-94 Page 4 39. The proposal makes appropriate provision, within the meaning of RCW 58.17.110, for the public health, safety and general welfare, and for open spaces, drainage ways and stormwater runoff, public roads, transit stops, potable water supplies, sanitary waste disposal, parks and recreation, schools and schoolgrounds, and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who only walk to and from school. DECISIDN The Board hereby approves the preliminary plat and planned unit development (with bonus density) of Shelley Lake, Planning Department File Nos. PE-1750-94 and PUDE-4-94, to develop 243 single family dwellings and 200 multiple family dwellings on 123.8 acres of land, surrounding and including Shelley Lake; and further approves a rezone of 14.4 acres of the site from the Urban Residential-3.5 (UR-3.5) zone to the Urban Residential-12 (UR-12) zone, in Planning Department File No. ZE-34-94, in con,}unction with the approval of such preliminary plat and planned unit development; all subject to the following conditions. IN REFERENCE TO THE ATTACHED FINDZNGS AND nRDER, THE BUARD OF COtJNTY COMMISSIONERS ADOPTS THE FQLLOWING GQNDITIQh 4F APPRO,yAI.. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL 1. All Cond.itions imposed by the Board of County Commissioners shall be bind.ing on the "Applicant," which term shall include the owner or owners of the property, heirs, assigns, and successors-in-interest. ° 2. The conditions of approval apply to the preliminary subdivision of record. 3. The zone reclassification from Urban Residential -3.5 (UR-3.5) to Urban Residential-12 (UR-12) applies to Lot 1, Block 11 of the preliminary subd.ivision of record. The planned unit development overlay zone applies to the entire preliminary subd.ivision of record. SPOKANE COUNTY PLANNING DEPARTMENT 1. The proposal shall comply with the Urban Residential-3.5 (LTR-3.5), Urban Residential-12 (UR-12), Suburban Residenrial-1 (SR-1) and Planned Unic Development zone(s) as amended. 2. Bonus densiry is approved to allow up to 200 multiple family units in the Urban Residential-12 (UR-12) zone and 38 total units in the Suburban Residential-1 (SR-1) zone. 3. Since multiple zones affect the planned unit development, minor adjuscments in official zoning boundaries may be approved by the Planning Director or designee to recognize loc li.nes and road right of way at the time of finalization. 4. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 5. The Planning Disector/designee shall review any proposed final p13t to ensure compliance with these Findings and Conditions of Approval. 6. A final plat name shall be indicated before the final plat is filed, such name to be approved by the Planning Directot/designee. 7. Appropriate road name(s) shall be indicated. 8. The preliminary plat is given conditional approval for three (3) years, specifically to January 24, 1998. The applicant may request an extension of time by submitting a written request approximately forry-five (45) days prior to the above expiration date. 9. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. BOCC FINDINGS PE-1750-94 Page 5 10. Three (3) cuirent certificates of title sliall be furnished to the Planning Department prior to filing the final plat. 11. The final plat shall indicate yard setback arc lengths on curved street frontage lots and cul-de-sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. 12. A plan for water facilides adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health DistricG The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance with their respectiwe needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. F' 13. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construcdon of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building pemuts within the final plaG The arrangements or agreements shall include a pmvision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subd.ivision sponsor to satisfactorily complete the approved water system. 14. The final plat dedicadon shall contain the following statement: "The public water system, pwrsuant to the Water Plan approved by county and sta.ce health authorities, the local fire protection district, County Building & Safety Department and water pusveyor, shall be installed within this subdivision or bindang site plan, and the applicant shall provide for individual domesac water service as well as fire prntection to each lot prior to sale of each lot and prior to issuance of a building pennit for each lot." 15. No building permit will be issued for any lot within the final plat until certified by a Washington state-licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certification may be i.n the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as-built" water system. 16. A survey is required prior to the filing of a final plat. 17. Prior to approval of road and drainage plans, you are required to coorclinate with the United S tates Postal Service to determine type and locaaon of central mail delivery facilities which may include applicable easements for developments of three or more homes. 18. A specific landscape plan for open space areas, planting schedule and provisions for maintenance acceptable to the Planning Director/designee shall be submitted with a performance bond for the prnject prior to final plat approval. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. Landscaping shall,conforhi to the requirement of the Spokane Counry Zoning Code and as descnbed ul the staff report and shall include a wildlife habitat enhance plan as described on page 44 and 45 of the Shelley Lake I?raft EIS. Identification signs, 6 feet in height, located at entrance points to the development are approved subject to conformance with clearview triangle regulations. 19. The PUD plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines. 20. A copy of the homeownersiproperry owners` association articles of incorporation andlor bylaws andlor covenants and restricdons, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. 21. The private roads and/or common areas shown on this plat shall be dedicated to a named homeowners association created by doeument filed with the Washington Secretary of State. The applicant shall furnish a conformed copy of the articles of incorporation filed with the Secretary of State, prior to final plat approval. ' ' J 4 BOCC FINDINGS PE-1750-94 Page 6 22. The private roads and common areas cannot be sold or transferred, regardless of any provision in the covenants to the contrary, and shall be considered subservient estates for real estate tax purposes to the other lots created herein. 23. The owner shall negotiate with the County Parks Department and submit a recorded copy of a voluntary agreement making provisions for public parks prior to finalization and recording of the plat. The agreement shall provide a written description of the subject property to which the agreement applies and also state the dollar amount and any other agreed to mitigaring measures. The owner shall also notify any potential purchasers who have made an agreement to purchase property within said plat pursuant to the Revised Code of Washington (RCW) 58.17.205, that adequate provisions for park facilities must be made conditioned on a future agreement between the plattor and Spokane County Parks Department. Volunc.ary agreemencs between the owner and Spokane County Parks Dept-u-tment shall conform to the requirements of RCW Chapter $2.02. 24. Project phasing shall be approved by the Planning Director or his designee. 25. The owner shall negotiate with Centrral valley School District and submit a recorded copy of a voluntazy agreement makinWe rovisions for public schools prior to finalization and record.ing of the plat. agreement shall provide a written description of the subject property to which the agreement applies and also state the dollar amount and any other agreed to mitigating measures. The owner shall also notify any potential purchasers who have made an agreement to purchase property within said plat pursuant to the Revised Code of Washington (RCW) 58.17.205, that adequate provisions for school facilities must be made cond.itioned on a future agreement between the plattor and school district. Voluntary agreements between the owner and school district shall conform to the requirements of RCW Chapter 82.02. 26. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. 'Z'he dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the tirne building permits Are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." The following special building setbacks are approved with the planned unit development: Front Yard 15 feet Garage 20 feet Flanking Street 15 feet Side Yard 5 feet Rear Yard 15 feet Note: All exterior setbacks shall be according to the minimum provided by the underlying zone. Twenty five foot front and flanking street setbacks will be required from Rotchford Drive and the Tract X Road. All build.ing setbacks are from property lines. 27. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying d future land acquisition area for road right-of-way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: . a. At least 5 feet of reserved future acquisition area for road right-of-way and utilities, in addition co the existing and/or newly dedicated nght-of-way along 4th Avenue. NOTE: The County Engineer has required 10 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisitlon area. . ~ BOCC FINDINGS PE-1750-94 Page 7 c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface dra.inage, dra.infield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "intenm" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisition area unposed by these conditions. ' 28. 'nie Spokane County Planning Departrnent shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right-of-way and utilides. The reserved future acquisition area Title Notice shAll be released, i.n full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 35 feet of reserved future acquisition area for road right-of-way and utilities, in add.ition to the existing andlor newly dedicated right-of-way along South Valley Arterial. NOTE: The County Engineer has required 0 feet of new dedicadon. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right-of-way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, dra.infield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interun" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. Acquisition by Spokane County of any future acquisition area shall be at fair market value ignoring the restrictions on said acquisidon area imposed by these conditions. 29. Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be finalized, and the existing zone classif'ication shall be changed to Urban Residential-12 (UR-12), consistent wnth the proposed zoning approved with the preliminary plat of record. 30. The proposal falls under the jurisdiction of the Washington State Shorelines Management Act, and the applicant is advised that one or more shoreline permits may be necessary. 31. The final plat sha11 delineate the Ordinary High Water Mark (OHWM) and the 200 feet of Shoreline Act jurisd.iction boundary. The ded.icadon on the final plat shall state: "At the time of approval of the final plat, this property fell under the,jurisdiction of the Washington State Shoreline Management Act, RCW 90.58, and the Spokane County Shoreline Program, WAC 173-19-400. Any development of this property shall only proceed in strict compliance with the Shoreline Act rules and regulaaons in effect at the time of permit issuance." 32. Please be advised that any use, diversion, obstruction or change in the natural flow of any waters of clhe Scate requires approval by tlle Washington State Department of Fish . BOCC FINDINGS PE-1750-94 Page 8 and Wiltilife. Construction of the proposed wooden br.idge over Saltese Creek, dock and beach area may require such approval. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Priar To Issuance Of A Building Permit Or LTse Of The Pro~yr As Provosed:. 1. The conditional approval of the plat is given by the County Engineer subject to de,dicadon of right-of-way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed street center line and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. The regulations of the National Flood Insurance Progrann shall be observed. A development perinit shall be obtaine,d from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance No. 88-0521). The following statement shall appear within the ded.icatory language of the plat: "Development within this subd.ivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance. This warning shall be canried in each and every deed drawn to transfer ownership of any and all property within the plat in the area of special flood hazard." . 5. Construccion within the propbsed public streets and easements shall be performed under the clisect supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "as-built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 6. No construction work is to be performed wichin the existing or proposed public right- of-way until a permit has been issued by the County Engineer. All work is subject to inspecaon and approval by the County Engineer. 7. All construction within the existing or proposed public right-of-way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certif'ication, "as-built" plans and monumenting the street centerlines shall be filed with the County Engineer. 8. No direct access from lots to stub road connections until such roads are constructed to County standards and established as county roads. 9. Road design, construction, and drainage control for one-half (1/2) rights-o£-way and stub road connections are the responsibiliry of the owner, developer or applicant. 10. Appropriate pravision shall be made that the followi.ng-described property be held in trust until the continuation of the stteets be dedicated or deeded: A one (1)-foot strip at the ends or edges of all streets that terrninate or border the subdivision boundary. (Temporary cul-de-sacs are required when streets ternunate at the subdivision boundaries.) 11. Ind.ividual driveway access permits are requu-ed prior to issuance of a build.ing pernut for driveway approaches to the county road system. 12. Dedicadon of 10 feet of additional right-of-way along 4th Avenue is required. 13. Dedicaaon to equa135 feet from centerline of additional right-of-way along Conklin Road is required. ' . , BOCC FINDINGS PE-1750-94 Page 9 14. Designaaon of a"Tract X" road 60 feet in width from Conklin Road to the east property line for future 4th Avenue is required. The right of way deed shall be executed by the applicant and held in trust by Spokane County until such time as tlle right of way is required by the Spokane County Engineer. 15. A scatement shall be placed in plat dedication that no d.irect access be allowed from lots to the South Valley Arterial, 4th Avenue and Rotchford Drive/Conklin. 16. A statement shall be placed in the plat dedication providing for future slope easements as required by Spokane County along 4th Avenue extension. 17. Existing county roads adjacent to and provid.ing direct access to the plat shall be paved and/or curbed to Spokane County standards. 18. All public roads within the plat shall be designed and constructed to Spokane County , standa.rds. 19. Sidewalks are required along the arcerial(s) on Conklin Road and 4th Avenue. 20. The word "applicant" shall include the own.er or owners of the property, his heirs, assigns and successors. 21. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of Rotchford Drive, which is to be constructed within the progosed development. This will require the instal.lation of 40 feet of asphalt. The construction of curbing and sidewallc is also required. Phased construction of Rotchford Drive would be pernutted from 4th Avenue south with operation and maintenance as a private road until such time as Roads "J" and "K" is required as part of a final plat. Rotchford Drive while serving as a private road wi11 still be built to public road standards. At such time as private roads "J" and "K", as delineated on the preliminary plat of record, are constructed to serve lots in that particular phase of the plat, the connection to existing Rotchford Drive will be required to be constructed as a public road with establishtnent of a public road from 4th Avenue south to the existing Rotchford Drive. 22. The County Engi.neer has designated Typical Roadway Section Number Two, Collector Arcerial standard for the improvement of Conklin Road, which is adjacent to the proposed development. This will require the add.ition of approximately 44 feet of asphalt along the frontage of the development beginning at the realigned 4th Avenue and extending to Sprague Avenue. To minimize the impacts to the existing manufactured home park which accesses Conklin Road, the roadway cross-section shall pmvide for a continuous two-way left turn lane from the realigned 4th Avenue to Sprague Avenue. Any addidonal righ[ of way requirements to meet this condition shall be dedicated by the applicant. This right of way requirement is only applicable to property under control of the applicant. The construction of curbing and sidewalk is also required. 23. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of 4th Avenue, which is adjacent to and within the proposed development. This will require the addition of up to approximately 40 feet of asphalt along the frontage of the development, The construction of curbing and sidewalk is also required. , 24. The proposed private road as shown on the preliminary plat serving in excess of 201ots with extension to serve 8 or less future lots on prnperty east of Shelley Lake and future public right of way tract is approvtd by the County Engineer. 25. Private road(s) shall be improved 'to Spokane County standard for a private road urbanlsuburban PUD standard serving in excess of 201ots and are subject to approval under Section 10.207 of the Spokane County Fire Code. 26. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 27. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has r.o responsibilicy to build, improve, maintain or ; , . ; t f i r ~ T • 1 3 C 1 / 1 n. \ 1 v` 5 1' U K A N E C O U N T' Y JAMES R. SWEE't'SER OFFICEOF PROSECU77NC ATTORNEY County - City Public ety Building F'ROSECLJTTNG ATTORNEY 1100 W. on Avenue Spok , WA 99260-0270 eq~ R ~ F 1 V E D 56-3662 FAX: 625-3409 M E M 0 R A N D U M (SO JAN 2 7 1995 SPoxaNE Cc: uw rY ENGiNEER To: Ron Hormann, County Engineer From: Michael Dempsey, Deputy Prosecuting Attorney Date: January 26, 1995 , r Re: Rotchford Drive, Shelley Lake Preliminary Plat, PE-1750-94 Plea9e be advised that at the request of the Board of County Commiesioners, the following sentence was added to County Engineer's condition 435 to the written findings and decision adopted for the above proposal on January 24, 1995: "The applicant ahall implement and comply with any design recommendations by the County Engineer for restricting ~ epeeda on Rotchford Drive." I bring thie requirement to-your attention now because it might otherwise be missed by your staff as the preliminary plat proceeds toward final approval. cc Board of County Commissioners 1 i ~ , ~ 3. . - . ~ . . ..i.-w•.J<:nvh•. . . . . . . y . ~ BOCC FINDINGS PE-1750-94 Page 10 otherwise service the private roads contained within or provide service to the progerty described in this plat. By accepting this plat or subsequently by allowing a building pernut to be issued on propercy on a private road, Spokane Counhy assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, impmve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 28. The proposed subd.ivision shall be improved ta the standards set forth in Spokane County Board of Commissioners Resolutian No. $0-1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 29. The County Engineer has examined this development propasal and has detemiined thlt the impact of this pmposal upon the existing county road system warrants the dedicadon of adclitional right-of-way and die roadway improvements herein specified. . ~30. ~'nie following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon and not more than 81ots adjacent to Shelley Lake to the east, not within this plat" 31. The County Arterial Road Plan identif'ies South Valley Arterial as a Principal Arterial. , The existing right-of-way width of 90 feet for South Valley Arterial is not consistent with that specified in the Plan. In order to unplement the Arterial Road Plan, in ~ addition to the required right-of-way dedication, a strip af property 35 feet in width R along the South Valley Arterial fronta.ge shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to the South Valley Arterial by payment of the fair market value of saud future acquisition area and ignoring the rrestrictions placed in said future acquisition area by these conditions. ~ , 32. The County Arterial Road Plan identifies 4th Avenue as a Collector Arterial. The r~ existing righc-of-way width of 50 feet is not consistent with that specified in che Plan. ! In order to implement the Asterial Road Plan, in adclition to the requireci right-of-way dedication, a strip of property 5 feet in width along the 4th Ayenue frontage shall be set aside in reserve. Thi.s property may be acquired by Sgokane County at the time when ~ arterial improvements are made to 4th Avenuelby payment of the fair market value of ' said future acquisition area and ignoring the restnctions placed in said future acquisition rri.9:t~, area by these conditions. '1JuvV ppl1 33. There may exist utilities, either underground or overhead, affecang the subject property, including pmperty to be dedicated or set aside for future acquisition. l Spokane County assumes no financial obligation for adjustments or relocation ' regarciing chese unlities. Applicant(s) should check with the applicable utility purveyor ~ and the Spokane County Engineer ta deternune whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make anangements for any necessary work. ; 34. The applicant has proposed a 3 foot berm with a fence constructed on the top of the t, berm along the peruneter of the PUD. Sight distance analysis (vercical and horizonta]) . shall be done at the public and private mad intersecrions as well as private road and private road intersecdons to ensure that safe sight distance is not compromised because ~ of this construction. Benms and fences may have to be adjusted to comply with safe ! sight distance requirements. 5. The applicant shall be responsible for the connection of Rotchford Drive to Rotchford Drive currently terminating at the north property boundaxy of Rotchford Acre Tracts. ~ Vertical and Horizontal sight distance based on design speed of that roadway shall be complied with. To make the connection, certain construction may be required within the public right of way of Rotchford Drive within Rotchford Acre Tracts. The applicant shall be responsible for any requirements relating to the off-site constrvction of this roadway. The applicant shall implement and comply with any design recommendations r restn "speeds on Rotchford Dnve. y the County E in er*f ncn LtvL . i. A gradung and erosion co trol plan shall be subm~tted for review and approval by the County Engineer prior to any soil d.isruption on the proposed site and shall be made part of any phase of the final plat. . BOCC FINDINGS PE-1750-94 Page 11 D. 7. Construction of Conklin Road per the requirements aforementioned shall be done in the 1 st phase. This construction is required because of the existing condition of Conklin Road and the poor levels of service at the intersection of 4th Avenue and Sullivan Road. In conjunction with the Conklin Road improvements, the real.igned 4th Avenue shall also be constxucted. Any underground work for the placement of the future signal at Conklin Road and Sprague Avenue shall also be done in this 1 st Phase. 38. Financial responsibility for signalization at Conklin Road and Sprague Avenue shall be the responsibility of the applicanL Construction of the signal shall occur when this intersection meets warrants for signalization based on the Manual of Uniform Traffic Control Devices. 39. The Comprehensive Land Use Plan, more specifically the Arterial Road Plan, an element of the Adopted Comprehensive Land Use Plan, designates the South Valley Arterial as a Controlled Access Principal Arterial. The present plan does not show an intersecdon of this facility with Conklin Road. Based on this approved plan, the applicant shall be responsible for the construction of 4ch Avenue from Conklin Road east to Steen Road to Spokane Counry Road Standazds. The applicant shall construct or provide adequate surety for this improvement prior to the final phase of this proposed plat, provided this condition shall be null and void if the Arterial Road Plan is changed to reflect an at grade crossing of the South Valley Arterial and Conklin Road. Without this condition of approval Spokane County Engineering would recommend denial of this plat, since a pre-existing plan delineated no at grade crossing of the South valley Arterial with Conklin Road and the applicant was aware of this condition prior to this public hearing. Adequate roadway infra-structure would not be available for this plat without this provision since the Level of Service for the intersection of 4th Avenue and Sullivan Road is inadequate for this plat at build ouL Off-site right of way for this improvement shall be secured by Spokane County and the applicant shall reimburse Spokane County for a proportionate share of the cost of the nght of way. 40. The 4th Avenue Extension Road intersection with Conklin Road shall be aligned so as , to provide for the potential alignment of 4th Avenue as a four way intersection. -►.---~'"S okane Count e the Present 4th Avenue right of waY to allow for this P Y will not vacat , future connection. ~ SPOKANE COUNTY DIVISION OF UTILITIES 1. The dedicauon shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for uz conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to the public sewer system. Sewer connection permit is required. 4. Plans and specifications for public facilities are to be reviewed and approved by the Utilities Department. Spokane County plan submittal requirements apply. 5. Security shall be deposited with the Utilities Department for construction of public facilities. SPOKANE COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. a ~ . BOCC FINDINGS PE-1750-94 Page 12 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for d.istribution by the Planning Department to the utility companies, Spokane County engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. . 4. Water service shall be coord.inated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each tract of the plat. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection d.istrict and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is. in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that appropriate contractual arrangements have been made with dle plat sponsor for construction of the water system, in accordance with the approved plan and time scheiiule. The time schedule will provide, in any case, for compleaon of the water system and inspection by the appropriate health authorities prior to application for building pernuts within the plat. The contractual arrangements wi11 include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tcact purchaser refused a building pennit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plaUproject, and ind.ividual service will be provided to each lot/tract prior to sale. Use of ind.ividual on-site sewage disposal systems shall not be authorized. 11. A scatement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the [plat/project), and ind.ividual service wil.1. be provided to each lot/tract prior to sale. Use of individual on-site sewage disposal systems shall not be authorized." 12. The dedicatory language on the plat shall state: "Use of private wells and water systems for the supply and/or distribution of potable domestic water is prohibited." 13. The plat ded.ication shall contain a statement to the effect that: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection d.istrict, County Building and Safety Department and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building permit for each tract." SPOKANEi COUNTY DIVISION OF BUILDINGS 1. The applicant shall contact the Division of Buildings at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act. Design/development concerns include: Fire apparatus access roads, fire hydrant/flow, approved water systems, building accessibility, construction type, occupancy classification, exiting, exterior wall protection, and energy code regulations. . . w . Y BOCC FINTDINGS PE-1750-94 Page 13 SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construcdon and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certa.in weather cond.idons. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction-related activities. 3. Measures musc be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. SCAPCA strongly recommends that all traveled surfaces (ingress, egress, parking areas, access roads) be paved and kept clean to minimize dust emissions. 5. Solid fuel heating device(s) shall meet provisions of SCAPCA Regulation I, Article VIII. 6. Debris generated as a result of this project must be disposed by a means other than burning. SPOKA.NE VALLEY FIRE DEPARTMENT 1. The fire Department will require that access to the southern portion of the plat be avai.lable off of Rotchford Drive and 14th Avenue. . 2. A w3ter plan showing hydrant locations will be required. BY THE ORDER OF THE BOARD THIS 24TH DAY OF JA.NUARY, 1995. BOARD OZD-.'-E. k COMMISSIONERS ~ Chilberg (did not participate) . ~ Pe S Vote of the Board of Spokane County Commissioners as follows: Commissioner Mummey - Aye to approve the proposal (tezminated office before written findings and decision presented for approval) Commissioner Hasson - Aye to approve the proposal Commissioner Chilberg - Aye to approve the proposal . , . • , p~ r BOCC FINDINGS PE-1750-94 Page 14 ATTEST: WII.,L M E. DQNAHUE, Clerk of e Board By: e ontague, Deputy Clerk QFrICIAL. NOTI .F, FOR DAT E AN P lA F. T'OR OMM ,N('TNG AN APPEAT, NOTE: Pursuant to WAC 197-11-680 (5), notice is hereby given by the Board of County Commissioners in conjunction with the Board's actions in the above matter that: (1) Pursuant to section 14.402.180 of the Spokane County Zoning Code and RCW 58.17.180, the time limit for commencing an appeal of the Board's approvals in above matter is thirty (30) calendar days from the Board's execution of che above Findings of Fact and Decision. (2) The time frame for appealing any SEPA issues with respect to the above actions taken by the Board of County Commissioners is thirty (30) calendar days from the Board's execution of the above Findings of Fact and Decision, in accordance with the provisions of WAC 197-11-680 (4) and section 11.10.155 of the Spokane County Code. A notice of intent to raise SEPA issues by judicial appeal is required and must be filed with Wallis D. Hubbard, Director of Planning, West 1026 Broadway, Spokane, WA, -99260, within thirty (30) calendar days from the Board's execution of the above Find.ings of Fact and Decision. (3) The appeal of either the above acrions taken by the Board or any SEPA issues must be filed in Spokane County Superior Court or a court of competent jurisdicdon as provided by law. ' ' • • . r . ~ METRO ENGINEERING, -INC. s. 324 Sherman LETTER OF TRANSMITTAL Spokane, WA 99202 (509) 624-9351 Faac: (509) 624-8153 . 1 , TO: Date: 09/08/2004 Job No: STI=Shelley3rd _ City of Spokane Valley Attention: John Hohman Re: Shelley Lake 3rdAddition 11707 E. Sprague Ave., Suite 106 Final Certification Package Spokane Valley, WA 99206 , WE ARE SENDING YOU: x Attached ~ Under separate cover via the following items: Shop Drawings X Prints Plans Samples . Copy of Letter Change Order Specifications Mylars -Copies ~ Date ~ No. Descr' ~ i~tion 1 4 Shelley Lake PAddition Record Drawings (Myla'rs) 1 1 Final Certification Package 1 1Final Certification Checklist 1 1 Final Certification/Record Drawing Letter THESE ARE TR.ANSMITTED AS CHECKED BELOW: X For approval Approved as submitted Resubmit copies for approval X For your use - Approved as noted Submit copies for distribution As requested . Returned for correction - Return - corrected prints For review and comment For bids due Prints returned after loan to us COMMENTS: Please call me if you have any questions pertaining to this project or the submittal docurnents. Thank you . . , ` . COPY TO: Buster Heitman SIGNED: File - Ryan S~idahl, Desib Engineer C Construction Certification Package for Shelley Lake 3rd Addition jWrl NORTHWEST . ~ . SOILS, TESTING & INSPECTION . 2214 East Riverside Spokane, WA 99202 Phone: (509) 534-9711 Fax: (509) 534-9755 METRO ENGINEERING, INC. Civil Engineering and Project Management Services ,r^ August 24, 2004 City of Spokane Valley Department of Public Works 11707 E. Sprague Ave., Suite 106 Spokane Valley, WA 99206 * ATTENTION: John Hohman RE: Shelley Lake 3rd Addition Final Certification - Dear.John: Attached, please find the record 'drawings and documentation for the above re£erenced proj ect. As stated on the record drawings, "I have reviewed the construction and to my knowledge find it in substantial- conformance with the approved design plans and . Standard Specifications, except as noted." With the receipt of these items, it is my understanding that the City of Spokane Valley will begin the establishment process for the roads within this project. Please call me if you have any questions. r . 2J~~ ~ Sincerely, 9 f• ~ Metro Engineering, Inc. , Joel G. Lee, P.E. Principal Engineer ~ ~80~,~,?,'- ~ J IEXPI'RF-S :J2910_C' ~ Enclosures cc: Buster Heitman, Landmark Developments (Letter only) File S. 324 Sherman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fax: 509-624-8153 . ATTACHMENT 3- FINAL CERTIFICATION CHECKLIST Project: 5We_(_~ l A-At--E. FS1(L7 14DW T7 0 N Certificate Head Letter: Statement of intent to certify the project. - PE Stamp and Signature. . , Record Drawings Mylar Drawings: b,,e/1/JS PE Stamp and Signature Lettered certification statement (9.10 Spokane County Standards) Project Documents: Daily Inspection Reports: Field Reports: . Inspection of Asphalt Paving: 100% On site inspecfion durinqpaving. MCM 0 pFM , Cornpaction Reports: ' - Sewer trench lifts. ~ ~ M"0 ~ cCrrrR ArrAC~r~l~~ Water trench lifts. Utility trench lifts. ~ Crushed Rock Lifts. ~ Material Documents: Field and Laboratory Tests: ~1k ~ . , Field Test Lab Test Concrete: . (Slump, Air Content, Temp.) ><5 (Break Test) Sub-Grade: (Compaction) (Gradation, Proctor) Crushed Rock: ~ (Compaction, Depth) 7C (Gradation, Proctor) Asphalt: ~ (Compaction, Thickness) ~(Rice, Gradation, Oil Content) On Site Inspections Of Drainage Items: Drywel ls1Cq1c h~ GLS ir► S ' >C ~ Gutter Inlets: Culverts: Sidewalk Vaults: Ma Drainage Ditches: NIA Other. (st,e 00+4., Incoming / Outgoing Correspondence: QK ~ ~ (This is a guide line of required documents, but not limited to, for final certification.) Page 8 of 12 3/25/2002 l Tl d VV 81 2. 7I 64- 4D 9/v. r~otio AO wcirro lN rRAtr -A.' or- r;L,/~ _5~16,tcv d~t~5 wA s ~DCCS lL-?~j so TI-~C C)R`/r,.)/~Z,L J~jM sj4jj.7-;1/A) 7-H6. P6,9 wE -q C 56 -r 4--F A4-206- THE 90 7-rO". //,JA-LCko, . TT-lE- -Cr+~u~c~-r1~~5 r,vFe~ ~~Qut~l~~ 4,,. 57oR4676 1>6p 77.1 pF 8~r TD P2.0V 10 E- I -*'A,3 C1U &7 A/ 7HC P61VD. DR&AWC - ~3/~) T~ 5 Tl ,k)Ca ..AN 77-f C TZ) IOSD / C.. l S t,)/Y6~j ,4 . ; S TjJ R~e- .?C- / S Itl G g,~,(,) 60- ~'j ME.6,7r ~S T~A~46)E R60. NO we- vc- R~ p~ M-0 Vo LuI~J& HA-S P,Pove 71E ~G~v D VdLu~ ~6) C~" &4- S~"D~ ~ ~ ~W/D ZU S' ,Pr_Q U t~~~~~ f 0mD DPk-T-A. s So?r@"D m bo T`9"a M AP\C A 25~i-(~ • D~ ~ • f ~.~t~~R~~ rZD$~ 'Vbl.~► ° 71 ~ , v ~ C.tJ .-'T" ~~~~cNj°°'~ ; Pot~jp tv-t'f5r`-t p~p-,E.A = 25 14+ Lo PT~ + pa~ ~ kPEA- (Z> 4 5" ~ 2 ~~l~'~~ • S~ - (Avq. Fiond Areyc> ~ 1 N P 6 K)L~ T)qe~~... t '5 ~ pP-o v ! L>; f~ ~ -a i5 > 7/ 3, o0 o . (pX 0 ~ ~~C;) ~ ~,E '.-6? METRO ENGINEERING, INC. Civil Engineering and Project Management Services _Mmorm To: John Hohman, City of Spokane Valley CC: Buster Heitrnan, Landmark Development From: Ryan Spidahl, E.I.T. Date: August 24, 2004 Re: Shelley Lake PAddition , John, 100% on-site inspection during the paving of Shelley Lake Lane was not completely provided. STI Northwest, Inc.'s final field report says they arrived at ' the site to test asphalt and the road was already paved. They performed compaction testing on the asphalt, which met or exceeded the required density. If any further testing is required on the asphalt, please notify me and I will relay the message to STI Northwest, Inc. and/or the owner, Buster Heitman. . Testing involving the water line is not in any of the reports received by STI Northwest, Inc. I talked with Alan Bain, a representative of STI Northwest, Inc. about this issue. He informed me that the report(s) are either lost or misplaced. He also told me, and it is noted in the correspondence, that Vera Water District has tested the line and it met all specifications. I told Alan that a letter would be needed confirming inspection of the water line installation and trench backfill compaction. Please call if you have any questions. ~ S. 324 Sherman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fax: 509-624-8153 ,~p6ENER,~~, o~ py9 - 40 NORTHWEST ~oF ~ y - ~AMEIiI~ SOILS, TESTING & INSPECTION December 27, 2000 STI W.O. # S000567 . . Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary December 4- December 8, 2040 C & B Excavating: Contractor Landmazk Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI , Northwest or its staff, but it does transmit the general information concerning the construction activity. .Any item that may be listed below may or may not be in cqmpliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • The existing sewer Manhole # 19A was exposed and a new 10 inch main section was extended to the east to the new MH# 20. 0 A new service was installed west of MH# 19A in the existing main line • No backfill was placed and the Contractor quit for the winter. No major deficiencies to report at this time.If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Si cerely, ST No west Paul . Nel n, P. . cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File - STI File 3628 E. Ferry 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~GENERq~~ j c~vl °yJ' - 40 ~ ~ NORTHWEST oF~MEm~~SOILS, TEST/NG & INSPECTION January 18, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-4170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary January 8- January 12, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. FIELD REPORTS # 3 AND 4. • 10 inch san. Sewer installed from about MH 20 (STA12+80) to MH 21 (STA 14+15). • New services were installed for lots 5& 6, BL 1 as shown on approved plan. • No backfill was placed except for the services and the Contractor quit due to weather. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI ort est Paul T. Nelson, P. . cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 3628 E. Ferry• Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755 ~~6ENFRq~co o y~ ~ O - y NORTHWEST ~FAMfR~Ca ~ ~ ~ , SOILS, TESTI111G & INSPECT/ON February 19, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3`d Addition - Construction Summary January 22 - February 9, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI , Northwest or its staff, but it does transmit the generai information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. FIELD REPORTS # 5 through 13. • 10 inch san. Sewer installed from about MH 19A - MH 23 backfill compaction complete. • Air test completed on all 10" pvc main sewer plus stub outs. • All side sewers from STA. 14+70 to STA 19+15 backfill compaction complete. • A118" pvc water main is installed from STA 10+70 - STA 19+15 bedding material placed on pipe only no compaction to date. • Vera water co. performed water test on a118" pvc main water line. No major deficiencies to report at this time. If you have any questions or comments concerning any of the i ems ' above, please feel free to give me a ca11. S' ce y, S o • Paul T. els P.E. cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 3628 E. Ferry • Spokane, WA 99202 o Phone (509) 534-9711 • Fax (509) 534-9755 U4/'Lb/U1 U8;b3 Fq,t__ ASSOC1aL@S, 117C. z - ~ . • • • . • . ..._:....,;r••_ . ' , ' . . . . • - _~F ~ . . • . . . . . . . . . . _ . . . , . . . ' . , . ...C:L.'.~,.-~~.~:.:i~►~:~~5:~9.C.~ t=4&:"~.:~•C~ . : : . . . . ~ =.7%.-yV:eStiMW-t~~4a:::~~U~)'~~5$:b~~Q ~ : . ' ~can~~~~::9~2A , ~ - ~~~04~ni;.yVa:~:1~e~rv~;~G~:3..- : . . F~ TRANSMITTAL ~ , : : OVER FiEET . DATE: : • • INCLUDINC . . . . . . . . . . : . d l.................,.....:..... P- -....AGES• : . . To: ....F,~: ..............~~.-.y~~~.......................... •y• . COMPANY: PH4NE: ...,....w,,..Y......,.,+. ..-..ti..~.,..«w.....~,........ , . w....,..... ..............a..... w. ..w,.,..... ~ FROM: .,ioe: 5o6W1 .~~~►7 s1wacei 3= _ . . PRO)ECT L&2-e- ORICINAL 1N MAIL: Cl . YES O NO ' NOTES: ~ ~ • . ~Y' • ~~~'~~-d.2/ ~ ~"_,(LU/I ~2~`~--r/ ~~~:-v`-- nQ-' wlr,tt 4r . • ~ ` I S,uJ~': ~ Aw~ rr~e4vL i 5 . ~ b. P/)g b -2~06 -1k) 1 0-1 bpu 4o 4=~~ 4i~ ~ - . . 2.f~ r~ tgL!~u~ ~4 kae~ Ibl-Ald- hu, 2 r: ~ ~s_ . . . ' . . ~ . - ~ -7kk ~ Conhdentialitv Notice This docvnent(s) acc,ompanytng this fax hwsm+sslon contatn(s) lntosmation, whicfi is confldanttal artd privdeged. Thts 4nformalion ts frttend;ed to be for dx It►dtvldual or enMy set foRh above. lt you are nM the intended reciplent, pfease be ewafe that any disdosure, copying, dlsUfbutbn or use of the ccnteMs of this fnformatiort !s prohf6ited. Thank yoti. ~ /Z4 ` ^ . ~folf f LAJr ~ 'LLY <2 6>. sGiuW.. W1+a 5A10 q o1C G'//z-~ ti i.yt vm Al~ 1 ~t/ ft, ~L o \ Q4 , ()07 a~ ,14 . ~ . 1.21 2 7.36 r.. og p YD----. SS 1.04 a ~ a t„~~' ~ Q, . J ~ n ~ ~ "J V C3 ~ ~ S TA / d(3 4 Zp32.5 p~ - . 04 A T ss 0 / g6 STUg , ~ TY ° TIL I . . ~ EA / ~ A4EN T . . r , oy STirNORTHWEST SOlLS, TESTING & INSPECTION March 26, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 , Attn: Mr. Randy Stronks Re: Shelley Lake 3'd Addition - Construction Summary March 19 - March 23, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed .-above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed involving STI inspection No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free tv give me a call. Sincerely, STI Northwest Er' Lester, P.E. Project Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 - Oy~ ~ - NORTHWEST ~•0~,~ ~p•~ ~t - , March 30, 2001 SO/LS, TESTING & INSPECTlON STI W.O. # 5004567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks • Re: Shelley Lake 3rd Addition - Construction Summary March 26 - March 30, 2401 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the consdvction daily report produced by STI Northwest or its staff, but it does transmit the general information cancerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No woric performed involving STI inspection No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. - Sincerely, STI orthwes . ,l . ~ Eric ester, P.E. Pr ect Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 •Fax (509) 458-6844 40 ~ NOR.~HWEST Nrif o SOILS, TEST/NG & INSPECTION Apri19, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Canstruction Summary Apri12- Apri16, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Work continued on utility backfill. • Density testing performed on backfill and SG. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Er' ster, P.E. oject Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 1%rGX___ C -70 - 5 ccr>54.7 Eric Lester }om: Eric Lester .ent: Thursday, April 26, 2001 11:08 AM To: susan murphy Subject: Shelley Lake *3rd MH Susan- Got your e-mail regarding the misalignment of future sewer stub on Sheliey 3rd. Spoke with Billy Heisan (477-7298) of County Sewer who said that 4 feet from face of curb to center of manhole was minimum offset county wouid accept. No other options seem open except ot chase back line untii 4 foot offset is attained. Let me know if I can be of further assistance. E ~ 53~ 2oD- 5p9 Jo~rSan . e~t~r N. • 35P ~ . o 03: o~ _ol N. S~~31~ Wp~992 2 1718 TEL: S~'535- FqX: L" ► A f;a ~ ~ At " c. 9 7 F~ r~~•►~ . _ C3 F,Or ft~~ v ` ~ . /L • . 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Re: S6elley Lake 3rd Addition Dear Mr. Hemmings: At the request of our client, Landmark Development, we wish to request a reduction of established road construction bonds to a level which is proportional to uncompleted work associated with this project. Having reviewed the construction to this point and the bond estimate prepared Spokane County, we believe the specified road work is 70 percent complete. Major work items remaining include completion of asphalt paving, and some drainage items. The enclosed Record Drawing shows the extents and locatians of major work remaining. I am enclosing a break-down of our construction completion estimate. Copies of our Daily Field Reports and supporting lab tests have been previously forwarded to Randy Stronks. Therefore, based on our field observations, STI Northwest has reviewed the construction and to my knowledge find it to be in substantial conformance with the certified plans and Standard Specifications except as noted on the "Record Drawings" for this project. We estimate the value to complete the final work on this project to be approximately $28,100. We hereby request a reduction of established road construction bonds which are proportional to uncompleted work associated with this project. lt should be understood that this submittal pravides certification for the constructed items identified above and the ancillary reyuirements associated with this project. This certification only implies that the items shown were substantially buiit as designed, and only valid at the time the as-built information and visual certification were performed by this ftrm. It should be noted that this letter does not relieve the contractor or developer from the warranty periods and contractual provisions expressed or implied within their bonding documents. Sincerely, STI Northwest / E K. Lester, P.E. cc: Buster Heitman - 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755 r SheNey Lake 3rd Addition Construction Completion Estimafe Prepared by STI Northwest 5/7/01 Design Design Current Current Qty Unit Unit Price Total Qty Total Drainage Items I I I ( 1 1 11 Drywell, Type 8 ~ 3 1 EA 1 2700.001 8100.001 3 1 8100.00 12 Catchbasin, Type 1 ~ 2 1 EA 1 800.001 1600.001 2 1 1600.00 13 Metai Frame Tyep 2 and Grate Type 21 2 1 EA 1 300.001 600.001 2 1 600.00 14 Pipe, 12" Hdpe 1 72 1 LF 1 20.001 1440.001 60 1 1200.00 15 Pipe, 12" PVC 1 25 1 LF 1 18.001 450.001 25 1 450.00 16 Pond Access Road 1 4.4 1 CY 1 24.001 105.601 4 1 0.00 17 Pond ExcB haul ~ 72 1 CY 1 12.001 864.001 54 1 648.00 18 Ditch Exc & haul ~ 32 CY 1 12.001 384.001 0 1 0.00 19 Sod ~ 250 SY 1 8.001 2000.001 0 1 0.00 ~ 10 Seed, Fertilize and Mulch ~ 4.2 1 AC 1 2000.001 400.001 0 1 0.00 ~ 11 Topsoil ~ 15 1 CY 1 6.001 90.001 0 1 0.00 112 Riprap Outfall Pad ~ 9 1 CY 1 50.001 450.001 0 1 0.00 Non-standard Drainage Items: Temp Pond Outflow I I I I I I 113 Washed Drain Rock 1 38 1 CY + 15.501 589.00 19 1 294.50 114 Pipe, 8-inch PVC ~ 32 1 LF ~ 18.00 576.00 16 1 288.00 . 115 Filter Fabric ~ 30 1 SY ~ 1.75 52.501 15 1 26.25 Roadway Items I I I I I 116 Asphalt Concrete ~ 324 1 TN 1 45.001 14580.001 0 1 0.00 117 Top Course 1 584 1 CY. 1 24.001 13920.001 580 1 13920.00 118 Rough Grade 1 750 1 CY 1 10.001 7500.001 750 1 7500A0 119 Curb, Type R 1 2050 1 LF 1 9.001 18450.00 J 2050 1 18450.00 120 Street Signs ~ 1 1 EA 1 100.001 100.001 0 1 0.00 Erosion Control ltems I I I I I I 121 Silt Fence ~ 1215 1 LF 1 4.001 4860.001 0 1 0.00 122 Rock Construction Entry 1 225 1 SY I 16.001 3600.001 225 1 3600.00 ( T4TALS I I 1 1 $80,711 1 1 $56,677 ~ 1 1 1 1 1 1 70% MAY.-04'011FRIy 06:56 LANOMARK BUILDERS TEL:509 467 2518 P.001 ~ 05/0:1/01 18:16 f'AX CLG lssocin, CeS. inr. ~ot ► Jr _ - - - - ~p8ge5 ( 7671 o81e , ~r I•t , ppst-IY' Fax NOte from ► ~ ~ ~ BOND. ESTIMATE ~ c co~p`' ~ ' vn°^e « " PnonO • f at « - Project Name: Shelley Lake 3rt! Ad F~ °~-5L+' q 7 55 Projed Number. P-1750C Date; May t, 2001 ~ ZZ Prepared by: Cindy CelJan 5~w4wGovKry _It~i -De'scfipp"'ar~~ ~~:a~;~ ' . . • ; , . . ' . ; Q'ty ' Uni~',•...;Unk~~ti,te`.,:. - OrdiAage ltems Type B(incl. backfll, filter taDric, lrame d grate) 3 EA $2,700.00 $8,100 (;2'Calchbasin, 7ype 1? 2 EA $800.00 1,600 -3""Mietal Frame Type 2 and Grate Type 2 2 EA $300.00 600 -4-Pipe, 12-lnch FiDPE 72 LF $20.00 1.440 --"jpe, 124ncn PVC 25 LF S18.00 450 , - ~ 6 Pond Acoess Road 4.4 CY $24.00 107 7-1596' Excevation InG. Naul 7 72 CY $12.00 664 8 Ditch Excavatlon Incl. Haul , 32 Cl' 512.00 364 9 Sod 1~-( 0 250 SY $8.00 2,000 10• Seed, Fertllize and Mulch 0.2 At: $2,000.00 400 11 T'opsoil !el 1 S Cl' $6.00 90 12 Riprap outfall Pad '7~~ t^ 9 CNF $50.00 450 ~ Non-standard Qrainage Items: Tempordry Pond Outfiow '13 Washed Drain Rock 38 CY S15_50 589 ~ 14 Pipe, 8-inCh PVC 32 lF E18.00 576 ` 15 Filter Pebric ` 30 SY 31.TS 53 Roadway hems 16 Asphatt Conc,rete p,,ID 324 TN $45.00 14,580 t7--Top Course 580 Cl' ` S24•00 13.920 t"ough Grade - 750 CY Z10,00 7,500 t9~utb, Type R 2,050 l.F $9.00 18,450 20 Street Signs 1-4 0 1, EA $100.00 100 Erosion Conmrol ftams 21 3ilt Fence 1,215 LF $4.00 4,860 22"'JR-Ock COAStrudion Entry 225 SY $16.00 3,600 Suptotal $80,712 Subtotal, including 3% inflation trom year 2081 to 2003 $85,628 ~ o, 0 7 7 TOTAL, INCI.UDING 1.1 MULTIPLIER $94.200 G G, 1~ p' o . 7 - 6 ~ N ORT H W E 5T ✓of~m ~ SOILS, TEST/NG & INSPECTION May 14, 2001 STI W.O. # S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3~d Addition - Construction Summary Apri19- May 11, 2001 C & B Excavating: Contractor Landmark Development: Developer' Dear Randy, . This letter transmits the general constrvction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. ■ Placement of crushed stone. • Installation of curb and gutter. • Due to staking error, portion of installed curb and gutter removed and reinstalled on correct alignment. • Rework of sewer stub that had been incorrectly installed. If you have any questions or comments concerning any of the items listed above, please feel free to give me a cail. Sincerely, STI Northw t ric Lester, P.E. Project Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 . o~~~6E1lE - - NO RTHWEST AMER~ SOILS, TESTING & INSPECTION 23-May-O 101 STI W.O. # 5000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3rd Addition - Construction Summary May 14 - May 21, 2041 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the • general information concerning tbe construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. ■ No work performed on site to require STI Northwest testing. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest /Ject E ter, P.E. P Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204,9 Phone (509) 458-6840 • Fax (509) 458-6844 y ~9 e7 - 16"`~ t~ y ~ ~ ~ 51 HWEc~T ~fAIf~ER~~a. - SOILS, TESTING & 1NSPECTION . May 23, 2001 STI W.O. #C-70-SO00567 Spokane County Utilities Department 1026 W. Broadway Spokane, WA 99260-0170 Attn: Mr. Gene Repp Re: Shelley Lake 3rd Addition - Bond Reduction Request Dear Gene, All work associated with the air and mandrel testing has been completed in substantial conformance with the plan set and specifications. At the request of our client, Landmark Development, we request a reduction of all associated sewer construction bonds for any related work associated with this project. I have enclosed copies of the daily field reports indicating the test results and when ihe inspections occurred. If you have any questions concerning this issue or need any additional information to reduce the bonds, please feel free to contact me. Sincerely, STI Northwest c Lester, P.E. cc: Landmark Development CLC file STI file 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204,6 Phone (509) 458-6840 • Fax (509) 458-6844 NORTHWEST JVTJ 1 ~ - 4 DAILY FIELD R.EPORT i t T Proiect Information Project Name: Date: Shelley Lake 3rd 5111101 Project No.: Report No.: C-70-S000567 25 Weather Arrival Time: Departure Time: Sunny - 70° 11:04 12:30 Client: Local Representative / phone number Landmark Development Buster Heitman General Contractor. Site Representative 1 phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager / phone number Inland Asphalt Bruce Howard 509-534-9711 Page No. of 1 1 Manpawer and Equipment Used (1) Tool Truck . Field 4bservations Arrived on site upon request of the Contractor. Observed air test on Shelley Lake Lane between MH 23 and 24 STA: 17+75 - 19+25. Approx. 140' mainline, and 20' service and 30' servive=190' 10 minutes at 4.5 PSI held. In over 10" SS main. STI Fi epresentative Contractor's Representative e e HIS DOCUMENT ANQ REFERENCED ADDENDA ARE TO BE CONSIDERED PREUMINARY TIL REVIEWED AND SIGNEO BY TNE STI CONSTRUCTION ENGINEER ANDJOR STl P ECT NAGER. 214 1 Za- 4Rev* J L ewed by Date TI Project Manager Date Corresponding Deficiency Report No: NORTHWEST ~ DAII.,Y FIELD REPORT Proiect irtfonnatiOn pmlect N": Dade: . _ SHELLEY U4KE 212101 Pmject No.: Rspoit No.: C70S400567 9 Weattrer Artfiral Tfine: Departure Time: Overcast-37 degrees 10:00 12:00 quent Local Rspnesentative 1 phone number Landmark Development Buster Heitman : General Contra*r. Site Reprwent*ve ! phone number • C& B Excavabon Bob Heitman . suboo*acta srI ProO Mankw / phone nvber . _ Bruce Howard 509-534-9711 PaQe No. d . . 1 3 Mwpmw &W EquonW LisM . ' Kobelco K909LC-II track hoe, Hitachi EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnei Fletd ObservaUons Arrived on site upon request of the contractor, so density testing could be performed on the second lift of backfill. Area being tested is from station 14+18 - 15+70.The second lift was placed in ttus section only, today. Density was performed using nuclear gauge method ASTM D-2922 staadard for testing soil. Test result are attached to this report. All side sewers are installed aad appear to meet plan specs. All air pressure test have been completed on this date as well. All air test passed. ~ S I ield Representative Contractor's Rep tive ' THLS DOCU~tENT AND REFERENCED ADOENDA ARE TO BE OOKSIDERED P;PROJFE-W AtNY L ED 610 D BY THE Wd,- $TI CONSTRUCTION ENGWEER ANDIOR ST(3E - c OG O S-A J Reviewed by Date STI Project Maaager Date Cotresponding Deficiency Report No: r NORTHWEST ~ DAILY FIELD REPORT w ProRct InfomnaEion Rroject Name: Dte: SH ELLEY IAKE 1131101 Projed No.: Report No.: C70S000567 7 weauw artivd Ttrne: Departure Ttme: Clear-37 degrees 9;00 13:00 C~iertt: Locat Rsprmentatlv9e ! phone numbec Landmark Development Buster Heitman General Cordractor . Sit~e Rwesentative 1 phone nwber C& B Excavation Bob Neitman Subcorrteor ST1 Ptnjec.t Manager! phone number Bruce Howard 509-534-9711 Page No, oi 1 3 Mmpoww end EQuIpmt Used Kobeico K909LC-II track hce, Hitachi EX370 track hoe, Volvo L90B Loader, single dntm vibratory compactor(3ton) S personnel . Fleld Obse(vations " Arrived oa site upon request of the contractor, so den.sity testing could be performed on the first lift of backfill. Area being tested is from station 10+70 - 12+71.The secoad and third lifts were placed in this secfiion only today. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are instslled. All side sewers are marked as to plan general notes on sheet 1 of 4. All tee.s are at a 45degree angie leaving the main 10" pvc sewer pipe. Air pressure test was performed from MH 20 to MH 21, test passed. ~ . STI Field Representative Contractor's Representative 3NED BY THE THisDO(X1MfENT AND REFEREttCED IIDDENOA ARE TO BE OONSMRED PMLRINARY it' S~~I CONSTRUCTION ENOlNEEFt MtDIOR STI PR . D o nl c-el Reviewed by Date STI Project Manager Date Correspanding Deticiency Report No: 4~~~~+E2~c°y - ~ ~ ~ ~'~fA Ng'""'RTHWEsT ' ~ ME SOILS, TESTING & 1NSPECTION June 5, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mx. Randy Stronks Re: Shelley Lake P Addition - Constraction Summary May 21- June 1, 2001 C & B Excavating: Contractor I.andmazk Development: Developer Dear Randy, - This tetter transmits the general construction activity that accurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit ihe general informatian concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. + No work performed requiring STI Northwest observation and testing. • Awaiting redesign work of curb and gutter alignment to facilitate acceptable MH #24 offset. No major deficiencies ta report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest flIA Eric ter, P.E. Project Manager ' cc: Landmark Development - Buster Heitman , C& B Excavation - Bob Heitman ' CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 • ~ Wrl NORTNWEST 3628 E. Ferry . Spokane, WA 99202 - (509)534-9711 . Fax (509)534-9755 FAX TRANSMITTAL j - ~ .w_ DATE: , . ~ ~_(c..I.~?.~~.1.v_ , . . . , . . . . . . _ . . ,,._y PAGES: INCLUDING COVER SHEET , . To: FAX: ~ . . . ; COMPANY: ' Czb~ :..PHONE: SL17.7..' . 3~~. ~Ty_. ~ _ . . : _ _ _ _ . . . FROM: JO6: I ~ ~ . . - . PROJECT ORIGI NAL I N MAI L: O YES ~G! NO NOTES: AT0AGK(-)0 L°►kE 3~, -U4mE 9S A cPvEsTtoA•+ A.S Ta ..11~ CLE1~AJ-~ (.AS S~Fat~~ ~'iVAf" L ~ C:eAifpu .17 "S AtiQ e G4719a !Je u/'N /G~ 1' 144U'E 51%V IT lov FA5W dV CNE t~~ 41Vo v/Z. S'tM li1J11T. Ovg- OQ~"- Gc~Vf'"}tvG-7'?cri/ ~.S -1,3 w ~ S~!Z ~ t/~ U.d S'i ~vG~ >T j ~ S Sf {~f1qC3tC ~oStt~ f„~vziE1D . rEL/J ~4'u!~ iva►T ,/~/pi c~a-nE ~I.I7~WCE. f • ~ C_'..~LC. ,,4-f- ~,~/Gcrjt ~ _.4vA&u E3T tf a6 G cc: S'dlfile Confrdenfiali#v Notice Th4 document(s) accomparrying this fax trartsmission contain(s) informatiat, which is GortftdeMia►1 and ptivile9ed• This informaiion is intended to be for the 'individuaf or entdy set forth abavre. if you are not the intended mcipient, please be aware that any disclasure, co;pying, distrr"bution or use of the contents of this infortnation is prohibited. Thank you. . J:tsdfaxform -v1.0-4/00 - - i yUv ka ~ ! 1.6~ ~ , ~v ~ ~ • ry f 2 S LL Y LAK( 2 2 D A D f TI ~ or SEw~R SERVIC 5 0 8 Lc.or,x t,oT4 46'E OF /44t120 'ov qzz'N OF sF- w uE ~ rE=zo5z3 ~ 11.1 SE WER SE3~V1G1E 4 G' I~tAG?( L4f 8 66.3' NWOF /"21 ss ~'nre oF sEw c.r f E =Z0324 D-- 10 STA, 13+ 4 3. 2 SHELLEY LAKE NE= ?~35 ~ STA, 10+00 ~ PRIVATE DRIVE 040 ' A' OH 20 13LAa 1. 3 7.9 Z0.7' 1YW - 204 53.7' AF- 01 SFWER SE2VIG~ - 1 E;Z03 I3L4p( LOT 3 454' w o+` Mm Zo L 1' U TI LI TY V3,71 NOfSEW L1IYE C2 10"S~ EAS ENT IE=~Ot3a Dcl'Yb' ~ w iS NS3395 ~ , w SEWE-R SERV1CF- 16 .7 8.0 D,ppK 3, LpT 4 MH 21 5'fb' NW OF Z 1 32,7' SW OF SEW UfIJ4 10' UTlLITY rE=Z4339 DM89' i EASEMENT 5 ~I ~ `t ~ 164.1 8.3 SEWiER SERViCe ~i ~ ~ MH 22 F, ~ 7 6 DLACK 3, L07' S Q bb.8'EOF WWZ? SEWER SER1l1GE 305' SQF SE W tJNE SE4~~ SE~VJGE ~c.oac s, to~- 7 -~E_~~~ ~}o~, S H E L L E Y' ~.o~ g, ~o~ s a4s• w OF rw zo s~wER sE~viC~ L A K E 3 R i7s, se oF rw =z ~ 272' SOF SE W LJM DLOGK 3, LOT 6 ~3s' SW OF S~W UN4 rg=Znzr~r ~r6' )61 w~,~ 20 A D D I TI 0 . 811, 30.6' SOf SE W t1m 3315 IE=ZD Y65 D=??' 1 E 9Z SEFIVrCE :K 3. LOT 8 pi eT OF' Mrf 19A h y ~ STINvoKT"WEST AMER~ SOILS, TEST/NG & 1NSPECT/ON June 11, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3`dAddition - Construction Summary June 4- June 8, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the ptans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Site inspection on 6/5/01 noted reinstallation of approximately 30' type "R" curb and gutter on the south end of Shelly Lake Lane. Work was perforcned to facilitate misaligned manhole No. 24. Noted said curb and gutter approximately 9" wide and planned alignment. Also noted manhole No. 24 requires its eccentric cone to be rotated 90° to line up with rungs. Discussions in feld with Inland Asphalt indicate ACP planned for week ending 6/14/01. • STI Northwest was not notified of 30' curb and gutter pour. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. . , Sincerely, STI Nort6 est ri st~ er P.E. ~ vject Manager ~ cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (549) 458-6840 • Fax (509) 458-6844 r ~ NORTHWEST 3628 E. Ferry Spokane, WA 99202 (509)534-9711 . Fax (549)534-9755 FAX TRANSMITTAL . , ~ . ; DATE: V,...T. '~I14,l.d.~r_..., , ~ . r.. . . . . _ . . . ; -PAGES: . 2-,.~.. INCLUDlNG COVER SHEET To:. ~R~.. _ &~s~1z-. . . . . _ . _ . - Fax: COMPANY:,,.. . '13'1 A'~ ..1~~ . . . . . , _ ` PHONE: 7_1... , _ . , _ } { n5 . FROM: ' JOB: i 4 -7C) - 5c,cr>5E ~ , . . m _ , . . . . . ._n _ . . _ . _ _ . , PROJCCT R ~~1~.~ ~ILE 3 ORIGINAL IN MAIL: O~ YES flfN O NOTES. . FuvnL - F" vs" -1-HE c'~~ ~~o; bv TNe Aim~146V kwAs ~vo r ~ - M" ~,fVL~w h/ ~ ~ _ . r~ • v~ cc: SWfile Confidentialitv Notice This documeM(s) accompanyirg tfiis fax transmisstan contain(s) infarmation, whicfi is cwf~derttial artd privileged. This information is irrtended to be for the individual or entity set forth above. lf you are not the intended recipient, please be aware that arry disclosure, capying, distn~ution or use of the contents af this tnfafmation is prohibited. Thank you. . J:istifaxfotm -v1.04/00 / ~ (0 ~ . : Sg55'18~ ~ ~V s v, i ( li C) J~ . , " 2 12 S LL Y LAKI 20 i~ D A D I TI 0 ~ = sEwER sE~zvre rJ ~ 8 LiL.OGK 1, LDT do o 4b'E Of /W 20 0 Y1Z'/V0ir seW U E 1E=?OSZS Dc J 1. ~ SERVIQE 4 - 1 !3 LOp( J, LO7' 8 J 663' NW OF /KM21 1 ssa'M oF sE W c.r - 1E=ZdS2y t=105 STA, 13+43.2 SHELLEY LaKE NE= ~103s STA, 10+40 PRI VA TE ORI VE 040 'A' ~ SE 4~iEiZ 5 3 H 20 . BLOCK ~ t ,3 7.9 20.7'NWC ' ?04 59.7'11L7 Of SEWER 5ERVrCE B1OJ` K LV I 3 1 ' 9154' W (JF /rlN 20 4 , ~.T'lVOf S~W i.~NE C2 „gs ~ EASUTIENT lE~i023a 1~l4b' 10 Z , l5 ~ N8~•53'19 w . a ` ~ / NS3 39 s " Z / W /ts , s,o SEWER SE~Z1~'1CE - DiAGK 3, LOrT 9 . MH 21 5WNW Of "2I X75woF SEwUnFC ° 10' UTILITY rE=Z0339 TL49 • ~ • , EASEMENT 5 SEtNE3Z SERVrCE ~ F' 7 6 DCAGK 3, LO7 S Q MH 22 66.9' E OF ,NW 2 ? 3 sEwER sElevrcE ~croac s, c.ar~ 7 3os~ sopsew un~ S H E LLE YSE'~eR ~~'ice aqs, w oF rw 20 sEwER sE~rcE 1E=~osu ~1o-~1 LAK E 3R ~?s s~o~Lrw iz sEw 27.Z's vF sE w uM DWc,K 3, c.oT 6 333'sw oF sEw un~ DLC ~)6' ~ ab• W ~ A D D I TI 0 a~.~1i ~gOb' SOf SEW L1N'E ga'SW i ~E=-~0163 D=?7' 1E=2 R sE~vrc~ ^ K 3. LOT 8 Dr M ?9q _ D I n T 40 ~,~pGENE - q ~ ~~~~~~~~~S T - AldEtlti SOlLS, TESTIlVG & INSPECTION June 19, 2001 . STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Sheltey Lake 3'dAddition - Construction Summary June 11- Juae 15, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occuned on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed betow may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • 6/14/01 Shelley Lake Lane base rock re-fined graded 4n preparation of ACP. Graded private drive to make ready for ACP; verified missing clean-out adjacent to Iot which will necessitate easement on lot 8. ACP tentatively scheduled for Tuesday 6/19/01; re-shot services at ten lots per Buster Heitman. No major deftciencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, ' SfTf No west ~l~ . . r ri ster, P. E. P ~ect Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman `CLC File STI File . 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 1 ~r r . . NORTHWEST 3628 EAST FERRY . SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: June 26, 2001 Phone Ko. 477-3604 W.O. No.: C-70-S000567 Fax No. 477-4715 To: Spokane County Utilifies Department 1026 W. Broadway Spokane, Wa. 99260 Attn: Gene Repp - Re: Shelley Lake 3`d Addition Transmitta/ of the Followinq: Post Pave lV Request Notes: Gene - Please review and pracess the attached information. Let me know if you have any questions. ~~'~ii►~sir~r,~^l . ~ Bruce A. Howard Vice President :sZT=smitW-v.1-1 u99 Oy o ~ r ~ ~ a ~~~~~~EST ~•Of~MEtt~~'~ . - SDILS, TESTING & INSPECT/ON June 26, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3`dAdditioa - Construction Summary June 18 June 22, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informationat use only. 0 6/19/01 Contractor rotated manhole #24 to move access opening behind curb; will need to insert new set of steps. • 6/20/01 ACP placed on Shelley Lake Lane and private driveway. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. . Sincerely, STI No west Eri ester, P.E. P ~ect Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman CLC Fite STI File 707 W. 7th Avenue, Suite 200 -P Spokane, WA 99204 ~ Phone (509) 458-6840 • Fax (509) 458-6844 ~ 1V17ORTHWEST 2214 E Riverside Ave. SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: July 12, 2001 Phone No. 477-3604 W.O. No.: G70-S000567 Fax No. 477-4715 To: Spokane County Utilities Department 1026 W. Broadway Spokane Wa. 98260 Attn: Billy Urhausen Re: Shelley Lake 3td Addition Sewer "Record Drawing" Transmittal of the Followinq: 1 Mylar, Sewer Record Drawing, Sheets 1- 4 2 Bond Copies, Sewer Record Drawing, Sheets 1- 4 Notes: Billy, Please review the accompanying plan sheets for final acceptance. If there is anything you need for final acceptance, please give me a caN. At the reques# of our client, Landmark Development, I would like to request the reduction of all associated sewer bo ds for this project. If you need any addi~onal information, please feel free to give me a call. r E c K. Lester, P.E. CC: Buster Heftman, Landmark Development, 8225 N Division, Spokane, WA 99208 , STI file CLC fiie , :sMUW=r&W-V. t. i 1r99 . ~x ~ NORTHWEST ' r• ~`,LNEA'6~' • SOlLS, TESTING & 1NSPECTlON July 31, 2001 STI W.O. # C-70-S000567 Spokane County Engineers 4ffice . 1026 W. Broadway Spokane, Washington 99260-0170 Attr►: Mr. Randy Stronks Re: Shelley Lake 3'dAddition - Construction Summary July 23 - July 27, 2401 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittat for acceptance. It is for informational use only. • No work performed requiring STI Northwest testing and inspection. No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest . Er' ster, P.E. oject Manager cc: Landmark Development - Buster Heitman C& B Excavation - Bob Heitman . CLC Fite . STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 -t - ~ ~ A Ilivicinn nf ('.f.(: AccrwiAtPa inr. STINORTHWEST ~ At SOILS, TEST/NG & INSPECT/ON August 8, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: S6elley Lake 3`dAddition - Construction Summary Juty 30 - August 3, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, -This letter transmits the general construction activity that occurred on site during-the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be (isted below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed requiring STI Northwest testing and inspection. No major deficiencies to report at his time. - If you have any questions or comments concerning any of the items listed above, please feei free to give me a call. Sincerely, STI Northwest Eri ster, P.E. P ject Manager cc: Landmark Development - Buster Heitman C& B Excavatian - Bob Heitman . CLC Fite . . STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A tlivicinn nf f'Tfi Axcnriafcc ino. STS 10 NORTHINEST SOILS, TEST/NG & INSPECTlON October 19, 2001 STI W.O. # C-70-S000567 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 3"' AdditYOn - Construction Summary August b- October 19, 2001 C & B Excavating: Contractor Landmark Development: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daity report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. 0 ALL WORK REQUIRING STI 1NSPECTION IS COMPLETED No major deficiencies to report at his time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, . STI Northwest (30Z -7*." Bob Graham Field Supervisor cc: Landmark Development - Buster Heitman C& 8 Excavation - Bob Heitman . CLC Fite STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 6 • ~ _ - A Uivislon ot CLC Associates Inc. . ~ 145 140 oft135 Laboratory I D No. 5441.0 Description of Material Sandy Gravel 1 130 Test Method ASTM D1557 Method A 125 TEST RESULTS Maximum Dry Density 137.1 PCF 120 Optimum Water Content 6•4 % ~ a ~ ATTERBERG LIMITS W 115 0 cr LL PL PI o I 110 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 105 2.70 2.60 100 ~ 95 90 ~ ~ ~ 8 0 5 10 15 20 25 30 35 ~ ~ WATER CONTENT, % ~ $ MOISTURE-DENSITY RELATIQNSHIP 0 g Project: Shelly Lake o ~ Location: ~ JWTff NORTHWEST Number: G70-SO00095 145 140 135 Laboratory tD No. 5901.4 Description of Material CSTC - Iniand Asphalt/Onsrte 130 Stockpile Test Method ASTM D1557 Method C 125 TEST RESULTS Maximum Dry Qensiiy 141.0 PCF 120 Optimum Water Content 8•0 % ~ ~ ATTERBERG UMITS W 195 0 ~ LL PL P! 0 , 110 CuNes Of 100% SaturabOn for Speafic Gravity Equal to: 2.80 JA 105 NIX 2.70 2.60 100 85 90 ~ ~ ~ ° 850 5 10 15 20 25 30 35 ~ ~ WATER CONTENT, 96 'MOlSTURE-DENSITY RELATIONSHIP a Project: Shelly Lake 3rd 0 ~ Location: Shelly Lake Ln. ~ JW TS NORTHWEST Number: c-70-s000567 ~ m U.S. SIENE OPENINO IN (NCHES I U.S. SIEVE NUMBERS I NYDROMETER 6 4 3 2 1.5 1 1/'2318 3 4 6 a 10 1416 20 30 40 SQ 60 100 140 200 100 ~ 90______ 85--- ~ i ~ i ~ i ~ 75 ' ' - ' , 7p ' ' - , , - , 65--- - ' ' ~ - ' - ; ; _ , . r t9 60_.....,_ . ' ' ' ~ - • ' , , . ~ 1 - ~ 55--- . T W • ~ ' - • 50 z -t- , y„~ ~C ~ t- ~ W U ~ N ~ {i W ' a ~ 35 ' • . 30 2J ' - ~fi ' . Q 2O , 15 ; ----r-- , , . 10 - ' ' , i ~ 0 1 - 1 W •O-_.-_- 1 0.1 0.01 0.01 GRAiN SIZE IN MILLIMETERS C08BLES GRAVEL ~ SAND SlLT OR CLAY - coarse I Ane ~ ooane , medfum ~ fine Speamen Identification ~ Description of Material ~ LL PL 1 PI ~ Cc ( Cu 1 580 1.0 ~ CSTC - Inland AsphaltlOnsite Stockpite + 11.52 149.72 m! L Lhnit (CSTC) 1.0 1 10.68 114.75 A, ~ U Limit (CSTC) 1.0 ~ . ~ 1 1 11.58 198.22 ~ Spedmen Iderrtification ( D100 ~ D60 ~ D30 ~ D10 i 96Gravel ~°rbSand ~ 96Siit I 96GIay •1 590 1.0 ~ 18.1 ~ 5.003 ~ 0.816 ! 0.101 + 40.8 ( 51.0 , 8.1 ~ m( L Limit (CSTC) 1.0 ~ 19.1 ( 7.032 ) 1.507 ~ 0.477 ~ 50.0 ~ 48.0 ( 1.0 ~ ~A, U Limit (CSTC) 1.0 ~ 19.1 ~ 2.867 ~ 0.584 ~ 0.075 ~ 30.5 ~ 59.5 ~ 10.0 ~ I I I I I 1 I 1 GRAIN SIZE DISTRIBUTION Project: Shelly Lake 3rd ~ ~ Location: Shelly Lake Ln. ~'~T~ NORTHWEST Number: c-70-so00567 ~ U.S. S1EVE OPENtNG IN INCHES I U.S. SIEVE NIAuIBERS I HYDROMETER 6 4 3 2 1.5 1 1/2318 3 4 6 g10 1416 ZD 30 40 50 60 100140200 100 " ~ ~ 95 gp ---t-- - i---- 85~~~ 80 - 75 70 - 65 - ~ - f- ~ 60 - - 55 m Z 50 ~ 41 W ~ M a 'v ~ 35 - - - - - 30 - - - ~ 25 - ~ 20 ` \ \ \ 15 •-T----- ~ --T---- ` 10 ~ 5 ~-j------: 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLtMETERS ~D SILT OR CLAY COBBLES GRAVEL ~ ~ ~ ooarse I fine ~ ooarse ~ , Specimen ldentification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu I 654 1.0 ~ ACP Class A- Iniand AsphattlPlant 1 12.09 133.27 m( L Limit A 1.0 ~ WELL-GRADED GRAVEL with SAND(GUV) 11.66 120.53 A ~ U Limit A 1.0 11.33 136.87 Speamen identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Grave! ~ 96Sar:d ~ 96Silt I %Clay • 1 650 1.0 ~ 19.1 ~ 5.272 ~ 1.32 ~ 0.158 ( 42.6 ~ 50.6 ~ 6.8 o mi L Umit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ~Al U L'emit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ( 0.102 ~ 33.3 ~ 59.7 ~ 7.0 150 a ~ GRA1N SIZE DISTRIBUTI %0 Project Shetly Lake2r4es FA location: Shetly Lake Ln. STA 12+25 ~ JWTJ NORTHVIIEST Number: c-70-so00567 LABORATORY REPORT PROJECT: X"NORTHWEST TEST NAME PROJECT NUMB : 3628 EAST FERRY ASTM C 136✓AASHTO T 27 C- -70- SPOKANE, WA 99202 (500~94-9711 fax (509)534-9755 YVSDOT 9-03.8(6) . LOCATION SAMPLE LOG #DATE PRE TARE I.D. TARE I.D. VET ♦ TARE DRY + TARE -3 Z-0 3 DRY + TARE TARE WATER DRY SOII TARE WASHOUT W T. % DRY SOIL MOISTURE CONTENT TOTAL WEIGHT ACP- 3/4'+ .3/4'-WET 3/4'-DRY Class A FACTOR ' SIEVE WENGHT RETAINED CUMUTATIVE YVEtGHT 960ASSING SPECIFICATION 3/4' (19.1 mm) ~ 100% 1/2' (12.7 mm) 90-100 % 3/e' (9.5 mm) 7 75-90 % 1/4' (6.35 mm) 5-37, 7 55-75 % N0. 10 (2.0 mm) 30-42 % N0, 40 <0.425 mm) 11-24 % N0. 200 (0.075 mm) Z,-7 3-7 % PAN q, v `PAN & W H T . SAMPLED BY: TESTED BY: CI-IECKED BY: REVIEWED BY: O:\STUAB\FORMSIACP v.1.0 5/01 LABORATORY REPORT pROJECT: S~,-~1~ NORTHWEST ASPHALT CONTENT PROJECT NUMBER: c-~o 3628 EAST FERRY IGIVITION METHOD SPOKWA 99202 (509~ 711 fax (509)534-9755 FIELD REPORT No. Zp DATE_j4/'~ SAWLE LOG , TYPEOFACP MDffURE (circle) ABDEFG ABDEFG ABDEFG DATE / TIME OF SAMPLING 6124~61 1 c)94~ IS" METHOD / LOCATION' _506WahL- l. Z{251T I ~ PLANT NAME / No. ►NuvjA AsPKAA:(' PL j TRUCK No. 474 FIELD TEMP.(°F) Z90" ~ t AIR TENiP.(°F) 76 ` F i - TOTAL TONS qsz) 4 . , MASS OF SAWLE AND TARE (before test) (g) MASS OF TARE (g) ~ ? 9 I ;S OF ASPHALT (g) 7, (p CALIBRATION FACTOR % 0,01 MASS OF SAWLE AND TARE (after test) (g) ~2 Z-. CZ MASS OF AGGREGATE (g) Z~ y 3,11q WEIGHT LOSS (g) ~ 7 f, PERCENT LOSS t!o) 9 ~j BITLIMEN RATIO CALIBRATED ASPHALT CONTENT BMJMFN SPECIFICATION r r 1-GRAB or COMPOSITE, TRUCK or SPREADER NOTES: SAMPLED BY:-IF.L. TESTED BY:_LjmW CHECKED. BY: REVIEWED BY: 0:\STnWABOV.ABFORWACTEST01 v.1.0 - 4/00 • . • ~ ' • . . . . . • ' ' . ; ' . , ' • • ~ . . • , : ~ai. • y ~ Z • t; ' ~ ~ ' ' ~ • . ~ ' , - . . ~ ' ~ • • , • ' ' , . . , . ~ . , , . . , . . ~ . ~ . ~ ~ • ; 1 . ~ NTl NOltTHWEST ~ ~ • • , ASPHALT RICE DENSITY TEST • ~ ASTM D 2041 / AASHTO T 209 DATE Cp~ a 1 a ~ ~ ~ . ' . ~ ~ PROJECT NAME~w. (PROJECT NUMBER C --?v ~►Ow S-& 7 ~ TYPE OF mDcruRE SIZE OF SAMPLE ~3¢x ; NUMBER OF SAMPLES t ' TYPE OF CONTAINER _(circle one TYPE A,B,C:AE, or ~ ~ _ TYPE QF PROCEDURE (circl~.one WEIGH'F IN VATEIWEIGH7' A MASS OF SAMPLE, g. 1177,7 $ MASS OF CONTAINER, g. 2 Z 1 Z, . . C MA.SS OF COVER, g. . : . ~ D MASS OF CONTAINER + COVER + WATER (FULL), g. '1 4 5-7, Z ~ E MASS OF CONTAINER + SAMPLE + WATER, g. $(G 3~j ~ O F VOLUME OF CONTAINER, =3 / ft. 6 G VOLUME OF SAMPLE, cm; / ft. / H DENSTfY OF SAMPLE, can' / ft.[A/(A+D-E)] 2. y(e6 / 1S S' TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction needed. See ASTM. VOLUME OF CONTAINER = DENSITY IN PCF (ft DENSITY AT «n' x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm' / ft' ~ NOTES: ~ TESTED BY: CjI.W CHECKED BY: REVIEWED BY: o:LSrnFOxMs , PROJECT:eJ h,~~ L,4&C , PROJECT o.. ~ _ REPORT No.: Zv ~ NOR-rmeS DATE: 9//1.~/0/ , . 'IECH:~'~uJ ,28 E. FERRY sPOxANE, wA 99202 CONCRETE SAMPLIlVG AND TEST REPORT (549)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA c)OxC[tETE SUPPIdM lf p/1/! Mix xa: 2!! 1 2 • DATE OF SAl1WI.E TRUCK No.: , ► TIIVIE OF 6AWLE TICKET Na: WEA 40'~f= Wfn o%' - SAGM CUMT / C.Y. BAMPIE TYPE TYPE CEMEM Srituc.'ivM'i'tttE l ~ ~r3 d ~u.TT~ RATM TIME ~ SMDFLE LOC.AT[ON L~ FT C G` r 3 • O•~' F.ND PLACEMFM TIME ~ A n" . AnMUrnREs roTAL cUaic YAM PILAcEn MAx AGcREGATEsM 3f¢ - . . sANOPILE rAKErr FRoM _40 c.Y..t 4P oo eAns wATEs M.) ~0~3 l~.L3 ' cum s.= yC54LO.o. p 4 . s1ao~r wATEx:cOUrrr tATIo Q.~A . c,~ - nESIcxsrxENcTs dd;pes , - ~ FIELD TESTIIVG DATA TEST RESULTS SPECIFUD VALUES s ~ . SLUMP (1/4 in.) [ASTM C 1431 ~ CONCRETE 1ENIPERATURE [ASTM C 1064] 66 ~ 1 G ~0 F. a T AIR COriTFNT (0.1'/0) [ASTM C 231] WATER ADDED (gal) 3 . A WA1`ERCEMENT RATIQ ~ . ~ • ~C ~ ~ . LABORATORY TESTIING DATA . , I -nomm LAB FIELD DA1B. TEST A(3E SI7.E ARBA TOrI'AL SIREN(3TH 'lEM BRBAK _ IDNo. ID RBC'D DATE (Days) (sq. Ia,) LOAD (Lbs) (PSI) TYPE . ' ~ - - I/iTjd( ,46316 ~ 7 ~Yut 283,5- ci : s 4/1 ~ o( a ' zs, Z7 1 ~72po C-7 ~ c Zs,z~ - ~E ~ d1 . , ~ -f•7L ~f ji SAMPLED BY rl+cu CHECKED BYJC~ REVIEWED1 B'Y_-/t5--7'L ASTM G31,C39,C511,C617,C1231 ' OA.STIV.MFORMWONCR REPORT V2.0 3/00 PROJECT: ' O LA-&6- ~PROJECT o.: .o -=y ma sm7 REPORT No.: a? ~ ~ ~T/ 'NORtHwEsr DATE: . TEcx: )28 E. FERRY sPOKANE, wa 99202 CONCRETE SAMPLING AND TEBT REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA - OONCRETE SUPPIdER z Pw M1R Nas ~ 2 I/ 1 2 DATE OF SA1MiPLE 42z&1a / TRiJCK Na: ~ TIIKE OF SAMffLE TICKET No.: WEA 40 0~= LflI n o/y - SAQS CEMENT / GY. ~ IS . . sAMl?lZrYrE TYrnE cEMMrrr BTBUCitIRE TXrE ( v r r3 d~u. rT~ EA'ICS TiME . sAMrLE LocAriox L~ ~ e CA~-r3 p. a•ENDrIacEMUMTnM A M . ADNUX1vREs TOTAL CilaIC YARD4 PLACBD ~o o c• Y MAx AccsEcATE sEEL 3, f-¢ . . SMPIE TAKEN FROM ~ C.Y. of e 00 , BA1YS WA'tEB (ft) 4B , an s.l std~' wATER:cEmxNr eA'mo (,a . qq - rcot= I!ICKT` zb tbcS6~ 766,'- nMcav MUMcrH acoo Rsz C~ ,~E3 s FICLD TESTNG DATA TEsT REsur.TS srECnIEn vALvEs SLUMP (1/4 in.) [ASTM C 143] ~ coxcxETE TEM[PERATURE [ASTM cio6a1 6G ° - 9a °t AUt corrrErrr (o.i%) [ASIM c 23 1] ~ -(p WATER ADDED (p1) WATER:CEMENT RATIO ~ . 4A ~ LABOR.ATORY TESTIING DATA . LAB FEUD DATB. TEST AC3E SIM ARBA TOTAL SIRBNC3TH 'IFM. BRBM . IDNo. ID RBC'D DATS (Dqys) (sq. In.) LOAD (Lbs) (Ps) TYPB i r i i i ~ • . e- -351 Nrrl,,( Cw~ ~ . d ~3 ~ . 1V7z?0 5-Z /0 C_7c ,-~~Ll ~ . , D _f~~~ c+ ili 1 1 ' SAMPLED BY ~'o~u CHECKED BY_0~ REVIEWED BY ' AS'Ilbi C31,C39,C511,C617,C 1231 ` O.ASTu.AB\FURMSICONCR REFORT V2.0 3/00 , ' 1• . . . 1371 y 190 STI NORTHWEST C op-r 7 470 INSPECTION LOG . S~e La~-e 3v~ ~-4 ~C~?D-~000~6 7 ' PROJECT N.ANE. Y PROJECT NUMBER. , . . . , . - . _ . , . t . I 12 sl~o ~ flCL- Mr~IV) ►*os~al(ed-(;VrA GnH-IM AaF~. 13C7- sS ss t-nN rI A- zo~ ~o Aucr-~c C-rNc~ f E ~14~( 5~ ,SEw~e ^3 tI114 20 -i- 13 +,Zs AJo 64ca~;<<<;,y ~ rr aL~' Fif~J ~5 55 13 m # z r AlO~ I~Z~~e/ S ~'1~ lc/ SS ~S r 3 tsv i~? N Z2 mG c L 1~l E ~a~ z- ~ AJO s-rqL-'g'a 10~-70- 1-7 77 AJO' 2►+c1 j 3rd Zl lol PcV7, sr~ro ~ ~d E 70 V=zS ZIZlar ~ Ft444 D Sf~~ l4 tr~ r S0" 7o akec 77 , IlI ~``'.'/ol I~ tyff~J l7 5~'~t o~1 tc~f ~o I~ FS(1 ~c ( ' 5M7-o,qtJ Iry415C-l -z ~-7 f I~l : 1NSPECTION TYPE: C=CONCRETE I=DENSITY I=INLET/DRYWELL M=MANHOLE F=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE . , . . . STI N0RTHWEST INSPECTION LOG . . iz 'z) . PROJECT NAME: PROJECT NUMBER: C- 7a - 5 oao 7 ~ O: o ,~p,N ~N AN~ ~ ~l F~E ~rtc~~ ES Vm ~ ~ Rrr~, ~ F.'1 ~rl_ . 1#: z/8l 0 /3 f-,2o f z A qlOf 14 (AJa iSA 2/z~~ ~ r~fui s5 - Z~Ir~~~,~~ ~ c,Pr4cJ -n{,L ' ?~;•J s~l~/~Q ~ 4~~ glU1 /7 'ce `G ~G . u~~c►lr '~eF^~cl. ~v L 18 ~ ~'-~~t - s ~ ~ Cwa pnpn ' a 94xiisb Af C u rlj ~ G~T7PrS -4A,101 rj41.J ti LtT/ ~ ~ T Y TiP~,cJt ~ f~A~ kFrt ~ .~~1 S~ TY T~~ r ~ 41f¢101 ;za dcc ruw~ at~uT:r~~ A../ `t C C.l,! " YC Z 3 7 . ~ o6= sr4 k?, c.L= Y I. ic L N INSPECTION TYPE: C=CONCRETE D=DENSITY I=INLET/DRYWELL M=MANHOLE P=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE ! . STI NORTHWEST ZNSPECTION LOG PROJECT NAME: .5 hfC~~t~ ~ 3e~ PROJECT NUMBER: ZG S 0w 56 ? , rY. , . P~ul~ r ° INSPECTION TYPE: C=CONCRETE I}=DENSTTY I=INLET/DRYWELL M=M;ANHOLE P=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE • ~ ~ ti. . . . . ~ N'ORTHWEST _ DAILY FIELD REPORT Project Name ~ Date: . S 'I e- a ce 3 rd AJJ Project No. Report No.: _ C-70-SDoo,~6y 6eatner Amvallime --T)eparture Time 30°F c. o vdY Cl: oo Client LocaMemmtafi'veone number La v%JrKH v,k ve vh e Es -I~ v- ~ ~ ~►ti Gen n a , i e e ntaum one numper ,„1 . k g ~ Xc !^v P► ~'i v ~ ' ~ &1 Suboontractor STi Prol 'ect INanager/ Ph~one number ~~vice u-owH~ Page No. ( of ~ Manpowet & Equipment Used t?c 370~.K~~ /,rQ K ql>i LU ex( h vct +vr o{G Le,.~ Vvjvo L 30 6 ¢ l~ ` S v~c '~D^7~rdvz..e~- ~p e~s~►.~.e 2 S ~..c~- lv ~.s o -f~t r. i. 1. b v x c.s ~ C.A 1 ~ . Comments: ~ I - (Wa1c Completed Appar+enuy I -~G vS~,.t ff-.~-o i~ e c4- f"~ e- sr w e r rt4 a i' per Specff'cafim ProWems aia w---~akftm) eou&Acc.-)-i oL4 4-o lip ItA, t~ e e Xi s4, 1{ 4- d iM N P9 4 -t"'0 bE'. -h Cp l vl f' 0 1),jZt' S}a Df hrt (A~ c: ~ I q c r ~ G. e. oo p) a ~ ~ e ti~ bv u bo~~- S I~'e. ✓ ~ Cao fractv+- Jecl Jed 4--0 coi,% c~, ek it, le~ *v v e1~~1 e tieLv. ~ltie, ~l.e ¢~w•t .rir aYV~%:. 1 ~e Q v;dik~ M1-f 114 ~vAs eX pv:ed o 1-. > Y C xC -a ✓A T 1 a a -D e. eG[ S'f i4b1a v0~' 2-3 /b~/ ~ 7~+- r • 1'1 W 1/ Gl V V"i-(~ ~ e• ~ .S s'C W S t t Z- 4 f • ~ ~i fi r L~ ~ ~ o ► ~e ~ i~✓ '~"ti ~ f 1 5Cy ✓ l ~ e "t'eC S 044 STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and refefenced addenda are to be omsideted preliminary until neveiwed md signed b~'the construut~ion engineer andlor STI proJect managec ~a~►w~ ~ , 2. .~/a b ~ REVIEWEO BY: DATE STI PROJEC AGER: DA P 0:ltortn a1sUUleldrep. p m 5 Ing Deficiency Report No: ~ - . ~NoRTHwES-r b sl~ I I L~ Ve 3V-l . Date Inspe~ctors Daily Report No.: ~ 1 Z /S"/a v ' STI Projec# No. Page ivo. or c- 7 a-so~oo s6 ~ Z- 3 , Comments: (wortc c«naeted ApaMh► 4' ~ e~'~r 0 dh sb-ret w. t acf l d s o v-+-k a"o+ +-~c 2t."J, G 4c~ ro x 3-f f Per SPeccWcations Frobletns and ~ir~iatubons) A vv l%~/ a't ~ h tk ~ h o✓~-G. • S C~ se e ~0 l J b CpU r► G w-l vt f- ~il Ar1~~ I`~ e~4C' r R t ~G•~I A t ~G e_ ClI~tOL~ ~tv4~f ~ '~.,P•37~- +d D.00 3 P e r p f u ti~e T- A e, C-, *v4TYltL4-Or waS t1o~~fqhhLq b-" lo uL•~~~r~~ +0 uay a~dl +v ~evP, ~aw a.tq~ se~k~ f'Gs~ h -e .re Ciiod f ~ . / ' vc STI Field Rep STI CE STI PM Contractors Rep ~ ~ SEC. 24, T.25 N., R.44 E.AM. SPOKANE COUNTY, WASHINGTON k i • ~ ~ „ ti•~ ~ r 6 ~ 0 . ' i~HE'LL.EY~iAKE ` 1 ,`1•~•`, ~ i~1 ~ I~ • ~,;w aa CI'NOOrRD tOD 1[M ITiQN OD ~1 A w~msu~s ar~nai a ; t` nco~ ~ wr AT f tl ;r • ~ ' A90rifD tOD 1'ENt FL000 t1~1 I CtYAAON ~ONlCI711 1 t'111 ~ ~y A ~ 5 , I 8' ~ un.o K¢r.a ~ , 41 t ~t,~' ~ AT ~,M ~ ~ ` ,~1 ~ ~ ''1'~ ~ / / ~ ( l ~ \ ~ t i \ tti ~ ~i `1-• i ~ ~ 1 ~ 1, ` 1~',a `S 1 ` ;~1~,~,1~i1=' • ` f: Z \ s ~b ~ r I,4~ . ~ , ` ~'1 ~ , , , ~ 1~,, /I~/~ A\%, o ~ j~~~ ~r'1 1~ ~ ~ ` , \ \,1 : ~ ~ 1 \ ` ~ ' \ 1` B04PLAiTrroARY NN e`~ ~ ~-`f ( tf , ~ i \ ~~b ~ , 1~~ ) l,'\:;. / i ~ ,•1, ~I`~ f~~ i t •.ti ~ti 1 \ ~ \t'~,' ~ ~ ~ ~ .,J ~p`n ~%f il~ ~ ~ ~ ~ ~•ti~:•. ° t ' ~~!`4 oo< / i /~~~J{ //I~J 7~,~~~ ~ : ♦ y ~ i ~i J `w " , '%'f~" ~ / / f ~ l/~/ I / . . ~ ~ ,"~0•~....... ~ti~~~~ ` ~ \ ` 1{ ~ ~ ~ / l ~ , , / / ~v~~` ~ ~ ~ !4' .i~-. ` ` r~\ ,\`~~}r iR ~oi j'I;.l /f/ ; . / ~ ~ `1-.,~ ~ ` ~ ~.r. i ~ ;F.~: A~' j/ ~ ~ ' . 4~ ~~'^'r-` 1`=1 ~ ~ ~ ' f~; .A : ~ J i S : ~ , ~ ~ \ r-~:r,r..._• ~101e~.-: ~ ~ i ~ ~ ~ 1 i / J / ~ „ V y,. ~ ~,/f/'';,.• i,;:~. .r,; j~~ ~i.%f' ' Io3 ~ • 12 ~ ..•~r,.~!'..~~: ~ ' /i;,.1 ,'f /Yr / e uam 13 ~M~ ~ y-.:..~---":_.•• 7 h 6 < < 3 w a t . ; , l O`• ~ ~ L_~ ' OOit110ARY ti . C?'/'~ ~ . ~ ~ ~ ~ 'L SHEUEY @ f !'1 I ~ ~ ,y_,, .r i'/~ f 1 ~ r ~ ~ADDITt ~ Zt, L..', • i'r~ ; ~ i ~ ~ ~ f ~ - ~ ~ I ~ ~iA'r ; / / ✓ \r i ' f ~ • ~ . , l ; ! / . ~ ( J ~ ~ ~ u~nr ~r , ~ ` ~ t11tlR' i ~ ~ \ 1 % , , ~ , f Jr ~i u~~oar I ; / ; . ~ , 'ti "C t _e~►'bi"'°~-~/~,; 1 r''k•,r• / ~ ~ ~ t ` ~ ~ ~ I ~ , a~ a ~ 4 ' ~ `1 ' 1 ~ ~ ; 1 _ ~ / ~ ~ ~ ~ 1~``• ' ~ •'~~!r r• ' ~ ~ ~ ' F' ~RE \yr,p~ Ol y r % ~ f i / lp' ~ ` j l/ ~ ~ ~ ! ~ . ~ , f ~ / y ~ ' ~ ti / ~ f ~ ,•`~.ti lI V.MET 4 OF . excs4~ w~ ~ ~ Iq 10"'Se w2✓ ek-Iek e.~ , SHELLEY LAKE 3RD ADDITIQN S77NORnPYEST FIELD REPORT # ~ soE,s, TESTAIG & INSPECTION DATE: I LI S"/'o o 3628 E. FERtY ~ PAGE 3 OF 3 C-70-S00567 SPOKANE, WA 99202 509-534-9711 FAX 509-5349755 Vt77NORTHWEST ~ " . DAILY FIELD REPORT . , , . , ~ _ . Proied Infamnatian Project Name: Date: Shelley Lake 3rd Addition 1217100 Project No.: Report No.: C70S000567 2 Weather Amval Time: Departure Time: overcast -30° 0930 1000 Client: Local Representative I phone number Landmark Development 6uster Heitman General Contractar: Site Repressntative / phone number C& B Excavation Bob Heitman Subcontractor STI ProJect Manager 1 phone number Bruce Howard 509-534-9711 Page No. of I 2 Manpower and Equipment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader 5 men Field Observations I arrived on site at contractor's request to observe the installation of a 10" PVC sewer line. At the time of my visit, excavation for the line -was taking place approacimately 250' east of MH 19A. The pipe I observed was supported by -6" of bedding material. The haunches were compacted using a hand tool. The pipe appeared to be fully inserted in the bell end of the previous pipe. The entire excavation from MH 19A was about 16' deep in sandy, gravelly soil with cobbles. A transit was mounted on MH 19A to control the horizontal alignment of the ]ine and a level gun was being used to check the pipe grade. All pipe I observed bore the marking "ASTM D3034-96." The contractor was using native material for bedding after it had passed through a 3/4" screen attached to a gizley. Approximately two feet of bedding had been placed oyer the pipe. A side service was being installed -6' east of MH 19A. I was told the contractor hoped to install MH 20 today and all services between MH 19A & MH 20 and that would conclude their work for the season. No compaction was being done. c(~ ~ STI Fie d Represen ive Con ctor's Re resentative THIS DOWMENT AND REFERENCED ADDENQA ARE TO BE CONSIDEREO P LIMI Y U Il EWEO IGNEO BY THE ' STI CONSTRUCTION ENGWEER ANDJOR STI R CT R. ~ A Reviewed by Date STI ect nager Date Corresponding Deficiency Report No: ~ SEC. 24, L25 N., R.44 E.M.M. SPOKAPfE COUNTY, WASHINGTON 1 ~ ic EYb+1KE I I' tl cnmw I~~~ a , ~ ADDIII~JN ,115~~ ~p euw►ua ooNna~ 7Q27A IL0.vA ` ' A00►IED IOD 1'[Alt ft000 ~ i r ~ j 5 v,, ~ rlMl UR AT GtM4M~1 mn ~ ~ ' l ~ 1~ 1 R ~ i 1\\ ' t ~ carra+R .o uo.va r ; ~ / i ~ ~ ~ 't , ~ ~ , ; ~ ~ ~ + ~ t ~1~ t 1 t 1 ~1,,r`ti ' ;l•' ~\C',t~`.~.•. ' r1%, ; ' ~ \i ~ ; ; \ ~ l ` 11 ' ~ t ~~1y.~ ; ; \ '~jl~ril~~~ ~ ~ I/' O T ~ \ ; 1, ~ ~ i , ~ ~ gi 1i ~ t 2 , 4-~ / . ':.+v~, e~# r.`a~",_..~....; ~f f ~ f j ~ ' ~ ~ ~ \ ~ , ~ l l~ ~ ~ 1~` •20Sp••r~~/1~' ~ ~~i / f ~t i I r ' ` ` ` ~\1 ~ ~ ~~v,! ~ `1 ~.1,` l~`~•~~.~ ;ti( r t ~,t~.~ • PuT Ji/~~~`'! 1 ~ 1 ~ ' BfluNDARY , ; • f~~ t ~°ab.~_ ~ ~ `~`~'~\~;`t~'~..'• • ~ ~ ; ~ ~ ~ / 1. r ~O I I I / ~ R ~S~ ~ \ 4~ • \ O , ` ` ~i~ ~ 1,' ~ ~ ~ \ ~ ~ ~ ~ 1 ~ • ~I /I f J'~ J/,I ,`'TRA 1 ~ 1~`:. ~ ~ ~ J ~ l ~ ~ J ~ 1 ~ \ + ~ ~'t t1 ~ ^ ^r•~ ~~.~j'/~' ~ r/ f / / / ~~'b•-...r ~ 1~ ~M'~,~ : ` 1 i ~ ~ i ri ,/~~/,.;,t .!~/~j,yr5' / ~ ~r" ~ •~1.~ • ` \ ` ~ `~J~ / fr~/.~~i; ~'qlr''{/•~ ~ ~ti1`~ ` ~~+.:~~...',.~~~~i 100,/ 1 . 1~ ' % a 1 r F ~ f / ~ ~ ,1 ~ ~ = ~~~i ~ ~ r ~ \ \t~ ~ 1 \~~1 ~ / r ~ u \ ,'s~' ~;C~~%-:: 411 12 13 a , i u ' ' , `~'~,_.-...?-.r..- ~:'i'i~~.^ Jf,.~ /~"J ~ 6 \ ~ wII' ~ ~ r ' ~ r~My'~t y j ~"~•i ~ 7 ~ ~ 1 ~ O t` ~ 1 r OW~VApMI =L .•',;,..~V~J v' SHELLiry ! i ~i` ~ ~ ( ~ ~ 1J`- ~1":~~. 1 LAKE ~.~AIDDI~ r,.~• ; 2~,` a+~~-` ,~.j „ , , , f ~ ~ : I ~ j ' Mtz- ~,i r/~~ 1/ / ~ ~ ~ I' ( ~ ~ ~ l ~ ` _ ~ t, ' • ~D i ( Al-40 {vLrm ~ ~ ` r 11~ . z.t ~~t, ir ~ ~r'~ r ~ ~ ! ~ ~ ~ ' \ PUIT' f4lDw11 I j `\'r ,~t ~/r ~ • ' ~ / r BOUND ' 4•f % ~..~°tw" '~bt"'°~-~'', . ♦ ~ / , ~ r t ~ , ""~'""~F r~~ X ttA.~ e l , ~l ~ ~r.-``•' ~ y' / ,,,1~~ r'~^'1'~ 1 ` ` ~ / ~ ~ 1 t J • ~/'''~%i ' S . ~~f' / , C+~I.+tipC ~ O ` I1L . C r• r ~ ~ ti % , i' ~ r r . ~ i~ . • ~ ~ 1i~ 1~ . ~ t 4\~f4 SHELLEY LAKE 3RD ADDITION ~ NORTHWEST FIELD REPORT # 7- I soILs. TESTING & TNSPECTION DATE: I Z.,( 7 I 0 Q . ~ 3628 E. FERRY PAGE 'Z OF Z, C-70•SO0$67 SPOKANE, WA 99242 509-534-9711 FAX 509-534-9755 NORTHWEST DAILY FIELD REPORT Proiect irrformation Projed Name: Date: Sheily Lake 3rd Addition 1/10101 ProJect No.: RepoR No.: c-70-so00567 3 . Weatfier Arrival T'Nne: Departure Time: . Overcast 37 Degrees 10:00 11:30 C(ient: t_ocal Repmsentative 1 phone number Landmark Development Buster Heitrnan General Contractor: Site Representative ! phone number C&B Excavation Bob Heitman Subconftctor STI Project Managar I phone number Bruce Howard 509-534-9711 Page No. of 1 2 Manpower and Equipment Used Kobelco K909LC-II Track Hce, Hitachi EX370 Track Hce, Volvo L90B Loader, 4 Personel. Fieid Observations ~ Arrived on site upoa request of the contractor, so instaUation of 10" pvc Sanitary sewer could be observed Prior to my arrival Manhole #20 was placeri in the trench. The man hole appears to meet Spokane County Spec.s aad plan specs. Also prior to my arrival the first length of 10" pvc sewer pipe was placed in the ditch with screened bedding material placed on pipe. I observed placing of sewer pipe from about station 12+84 to about station13+23. Bedding material is being plac,ed oa the pipe after being screed. The first lift of backfill is being place on top of the bedding material but not being compacted. No compaction is taking place on site at this point. Backfill material is being used for an insulation layer. A transit to control the Horizontal alignment.String line and a level lazer was being used to check pipe grade. All pipes had marking of ASTM D3034-96 stamped on them. Two 10"x 4" pvc tee were placed and marked for side sewer services. The 4" pvc outlet on the tees were capped before bedding matetial had been placed. Between MH 19A to MH 20 I observed all side sewer services have been marked with green marking paint, 6 gauge wire and two 2x4 doug fir nailed together. , - STI Field Representative Contractor's Rep enta e THIS DOCUAIENT AND REFERENCED ADDENOA ARE TO BE OONSI0ERE0 PRE ARY TIL VfEWED D StG BY THE STI CONSTRUCTION ENGWEER ANDIOR STI PR MANAGE ~ Reviewed by Date STI Project Mana&r Date Corresponding Deficiency Report Na: ~ b vi o ~ ~ ~ ~ _ y~►~~~- ~ ='i i~,'~~~~, ~~`.`~'4~~, ~O • ~ ~ ~ t 1• 1•ti11~ ~ ~ N ~ ' . 1 ► ± Z ~1 t t~t~',.~ '~.~ay 5. j~ N ~ ''a \ .r,~:~ ~~,w S, 1 1~ ! j tt`,t,~~., •~~Li~:~,` ~ ~ 1 1 ' ~ ~ ~ ~ • t~~ i i ~ ~ i C4 AW ~ ~ ~ ' ~ l ~`.'l~`'.'•'~, \ O }T ~ f~q ro ~ ~ ~ , ~N, L.~ ~ ~ \ ~ (4 \ '1•~~ ~ ~ ~ti ~ ~ ~ . ti ti , ~ ~ ,;~1 ` . ~ l ~ 1 ;~1 ti • ~ ; , .4 ~ ~ Q a , ; • Q ~ ~ r~,.--~ ~ ~ ; ~ M ~ ~ ~ ~ ~ ~ ~ • ~ , ; ; . ' ~i . i/ ~ ~ ► .~t : [ ~r^..r'.i'd" ~ ~ .;~ti (-•y ~ ~ 0 L►/ / 1 ' ~ ' ~ ~ ~ ~ , , , ~ , ~ - - s~. ~ ~ . m~ . 1 . ~ r,.: ♦ ~ i ~ Il/~f~i i ~2 ~r ` , r l ~ / / , ' + ~ N ~ ~ ~ / i N ~'~-f :~-fr,. O ~ . . • / ~ ' i r. ' ~ ~ ~ . ;i/ / ~ j . ~ q b ~ ~YZ \ o + .,i•~„4---v2 t ~ ~ S~ i ~ ~ I f t 1f~~zOra f j „ r ~ ~ .x•~ ~1 ~ ~ t, ~ ~ Z~~ / ~i; ~ ~ ~ l' ~ l~ r ; i 61~i ii'."~~, r' ' d = ~ - ' ' i i ' ~ ` ~ ' ~ ~ ~ ` ' ' ;='~,%~i ~ Y~ F ~ i ~ ~ ~ r, f~ hS~•~ , ~ ~ ~4 I t 1~1 ' ~ .,~ti` :-`j _ jY,' r r f ~ ~ ~ ~ 'a~ z : - ~<~,k' • j ` ~ J;, ~ ~ss~. • ~ ~ ~j 1 ` ` lS `~~`l`~+}~~,` ~ I'~~I'S.`~/ ' rr..~:..+f l~,k,,. « , ~ . /b7~~r~% _ r NORTHWEST ~ DAILY FIELD REPORT , ProW infortnation - Projeci Name: ' Date: Shelley Lake 3ro Addition 1/11101 ProjW No.: Report No.: C70S000567 4 Weaftr Anival Tbne: Departure Time: . overcast -30 degrees 11:00 12:30 Client Local Representative ! pttone number Landmark Development Buster Heitman cieneral contllawloc. Site Representative 1 phone number C& B Excavation Bob Heibnan SubmhWor STI Prood Manager I phone number Bruce Howard 509-534-9711 . Page Nb. of 1 2 Manpower and Equipment Used Kobelco K909LC-II track hce, Hitachi EX370 track hoe, Volvo L90B Loader 4 personnel Fietd Observatlms , Arrived on site upon request of the contractor, so placing of main sewer line could be observed. iff. Rior to my arrival ManHole # 21 was placed in the trench. From about station 13+23 to Manhole # 21 is the section of placing of 10" pvc main sewer line. Manhole # 21 is to plan specs and county specs from visual inspection. All 10" pvc sewer pipe has marking of ASTM D3034-96 stamped on them. All side sewer were being started after main sewer line vvas connected to MH 21. No co$mpaction was being performed on the backSll. All bedding material has been screened prior to placing on the pvc pipe. A transit is being used to cantrol the horizoatal alignme,nt. String line and a level lazer was being used to check pipe grade. All side sewers are being marked with two 2x4 nailed togeiher and paiated green. Each foot has bcen marked on the board and a wire running down it. Zoo STI Fie d epresentative Contractor' R r ' e THIS DOCUMENT AND KEFERENCED 11DDENDA AFtE TO Bf CONSIDEREO PRELIMWARY RENEWE D StGNEO B TF{E STI00NSTRUCTION ElfGINEER MIDIOR STI PROJECT M AGER. ~ Reviewed by Date I Project g . Date CorrespQrtding Def~ciency Report No: ~ . ~ ~ R µ ~.,w.. 2 yy IN t t h:,;•;~~~~ ~ 4' C p NTl A`''1~1 6~ ,~,."R~,s'~1.1~ ~C. ~E ► ~ 1 a,~oonm ~ SP~~~ ~ : J ,1 p1~bN t <<'~ ~ ~ ~ ~ti ~ ~.1 ♦ 1V, ~ ! ~ ~ , l~~~Y(AII ~ i~7 1 / ~ 4 \ .,1A,~.,.ti\ 11~~ ` .r'~ ~ 101fA ItAY'D. f~.i.l tl~ ( ~ ~ ~ y, ~ , `~.,,~`r ~~ti.`~~ ;:,~v;,-,~``'`~„/` ' ~ 1l ,1 ~ ~ ' f/i/?l~~f 1 ' i4J / / , ~ ~~'~.,J~~ti, ~ ~'"~'1~~=-~w~~`'`" } + ~ ,P, ~ `,'1~^+~... { ~ . S/I 1 1 ~ ~ • ~ ~ ^ ~1 ~ ~ / p J ~ ! i / f ^.+~;r..~" ` ~ ' .~'1~ l t/ 1 ~ ~ f lf~ ti • ~i ~ s v~ f ~~~j • f t l ~ ~~i• *e~ ~1 1 =3.-- r:/~ f , c ~ i 1~ 12 _13 ~ • '~.Y~ / ~I f ~r / ~ , \ 1 ♦ ~ j L AW .o. ,c~~~/• / ~ ~ ::',F`'' ✓ /V ; / ~ 'l I p V r _ ~ ~ ~ •,,,I , r-~` J 3 ~ ' ~ 1., ~ 1 i~ ~f`rj.s% .C;~~~; !f~ D ~ ~ ~r ~ ~ u ~ ~ n" •1 7 6 SHEL1EY ) t . ~ ~ ti ;,"~~'~%:/`~t%'[%/i~~,,"~ ~ a r' LAKE~ }r 2' ' i ' 'V~~•, 1 ADO j'`1 ~ 1 ~lr: ! '~,~yl ~ fl~ , a ..,~~`1•.\ `t ' / ~ ~ ~ . oft ~ ` `r.~ r~-;~~~ ry i ,f~ ~ , F JRE ~ rf•I./ .~-~''r/ S/, ~ ~ ` ~ / ~ ~ . r~ • r ~ . ~ ~ Ro ppplTl4" ~ HE~LEY LpKE 3 S F1E~.D REP4RT C,7p.S00567 ORT~ST ppT~; a1 . . SIN N OF Z OILS.''ESTING & ~SPfC'~ON ~ PAGE 2 S 3628 E. FF'PJL A 99Z02 SPOK~+~' S09-53~-9755 509-534-971 t FAX z SN!77 NORTHWEST ~ I)AILY FIELD REPORT . Prow Information Project Narne: Date: SHELLEY LAKE 1I23101 Project No.: Report No.: C70S000567 5 . Weather Arrivd Tane: Departtn Time: Clear-32 degrees 12:00 13:30 GieM: local RepreseMaHve / phone number Landmark Development Buster Heitrnan Genera! Contractor: Site Repnesentatfive / pfione number C& B Excavation Bob Heitman SubconUactor STI Pro)ed MancW 1 phone number Bruce Howatd 509-534-9711 Page No. of 1 Z ~ Manpawer and Equfpment Used , Kobelco K909LC-II track hoe, Hitachi EX370 hack hce, Volvo L90B Loader 4 personnel Field Observatians , Arrived on site upon request of the contractor, so placing of main sewer line could be observed. Sewer main from Manhole 21 to Manhole 22 has been completed to this point. All side sewers have been placed in this area as wetl. I observed sewer pvc 10" being place from about station15+70 to about 16+15. All bedding material has been screened before placiag on dte pvc pipe,Pipe bedding is being haunched on both sides of the pipe, prior to cover placement. Bedding is observed to euceed the thickne.ss requirmebt of Spokane County Standard U-19. No compaction has taken place to this point on tha job site. A lazer level is being used to control slope. Transit is being used to control horizontal depth. A11 material meets plan specs, All manholas meet spokaae county spec on sheet U-2. . ~ ~ . S1'I Field Representative Contractor's Representative THIS DOmMENT D REFEREKCED ADDfNDA ARE TO Bf CONSlDERfD PAEI&! Y TIL EVIEVUEO D S ED BY TNE STI GONSTRUCTlON ENGIrlEER ANDJOR S'~I MANAG c- o 2 Reviewed by Date STI Project M ger Date Corresponding Defidency Report No: , ~ SEC. 24. T.25 N., R.44 E.W.M. ~ sPacArtE couNn, wasHiNCTON ~1.Li ~ ~ i / „~~l ~ y~,,,•, ~1KE 20~ ADDIM~Yn „a, f rv' 10N ~,.1 i l ~`a►oo►~o roo ru~ \ 11AM 14M t1/f AT LOCA1 t ~l~1~~'to • ~y~, \ ~r ~ ` torra Kava ~ w'i,.r10~rnc~aa 1 " ~ •r,~'~- : J, ' 1 f • ~ `t ! ~ y t ~ ~ , t ~ t' ~ S. a : CONTQlR 2~S1A K0.YA 1 ~ti 1 • , , ~ ~ iI ;,1;~1 / ~ ~ ` ~ 1. ! 1 ~1 ~1~ i ; i J1,~1 ~ ~ ~ • l 1 \ 1 ~b.~ ~ ` 1 1 ~ `1, ; 4~ ~ ` ~ ~ , ~1 ~ f~1. \ t \ ~ { ' . ° \ ~ \ \l~, . 1~ , I~.~. 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' ~J Y 1 \ / fAl101f ~ ~ I 1~ '1 ~or~ L ~ i,•°~~/ ;iy ; ; f• ~ ~ ' ! ~ ~ 1t t t, iu' ~r . 1 , , _ / , , ~ , :t .r''. • `i~ +74y1~//~', ~'.✓~'''f ' ~Y' ' ,,,i"'~ f" vRE 1 \l!! ~'1•-'°^' ~ ~ 4\0F 4"1YW J , \ . 1 ~ , . r . , , ~ SHELLEY LAKE 3RD ADDITION S77NORTHWEST FIELD REPORT # r- DATE: ►1zl/c 1 . SOILS. TESTING & INSPECTION 3628 E. FERRY PAGE 2~ OF -4. C•70-$Q0567 SPOKANE, WA 99202 509-534-9711 FAX 509-5349755 ~ b `NORTHWEST ~ , s~~► DAILY FIELD REPORT is Prolect intarnation Project Name: Date: SHELLEY LAKE 1/23101 projec{ No,; Report No.: C70S000567 6 Weather Amval Time: Departure Time: Clear-32 degrees 9:30 11:30 GieM: Locd RsprBSentaWe I phone nmber Landmark Development Buster Heitman coneral contractor: site RepresantaM I phone number C& B Excavation Bob Heitman gubcorMictor STI Pmject Manager ! phone number Bruoe Howard 509•534-9711 Page No. of . 1 2 Manpwff and Eqtipment Used Kobelco K909LC-II track hce, Hitachi EX370 track hce, Volvo L90B Loader . 4 personnel PMd Observations Arrived on site upon request of the contractor, so pl,acing of main sewer line could be observed~from Manhole 22 to Manhole 23. All side sewers will be placed at a later date. 10" pvc pipe is being placed in the trench. All bedding material has been screened before placing under and over the pvc pipe.Pipe bedding is being haunched on both sides of the pipe, prior to cover place,ment. Bedding is observed to excead the thickness requirement of Spokane County Standards U-19. No compaction has taken place to this point on the job site. A lazer level is being used to control slope. Transit is being used to control horizontal depth. All material meets plan specs, All manholes meet spokane cowrty spec on shcet U-2. ~ ~ - STI Field Representative Contractor's Representqtive THis DOCUMENT AND REFERENCEO ADDENDA ARE TO BE CANSIDERED P7PR NTL YIE D AND NED BY THE STI CONSTRUCTION ENGNEER IINDIOR ST1~IANA G~ c vz/s- / Reviewed by Date STI Projact Ma ger Date ~ - Comesponding Deficiency Report No: sEc. 24, T.as N., R.44 E,w M. SPOKANE CO!lNTY' WASFiIMGTpN 'Y~ ` ; , . ~ ~ rnbx ~ ~ ~ ~~~rk ~ ~ + ~ ~ i ~ ~no M ~ / ~10~r a'~'~t+nuipr !l , J~% 5 °waaoc ~ wt~ 1 ~ itt~ , a: ~ ~ti - XV ZOZ1A K4YA f~ 1 ~ ~ 1 ~ t 1► ~ ti i J 1 ~T,,,J ~ ~ ~1` \ \1 ~ S 1• t`!~ f 4 ' . ,`~''~~•j' ~ N, Put ,.'i,%~ ~~'/f~'~,I' 1 ~ \ ,`ti, " ~,1' 1~L;~~ ~ ~ W ~ ~ ^r~, _ 80UNp f~~/, ~ ` . . ~ ~ . , ~ l,,'~t,1 ••,i ♦ ~ ~ , 1 \ ~ ` ~ .f i ~1/ i ,\4 i , . ~ ~ `\1 r- /~i / f r/ R01~!{~lD~O ~1Rlf.~~.~ \ ~ \ ``-ti~ ~`,~,~`~,~~~.~`w~,~~'/~~ \ ; ~ r \ ` 1 ~~~-•j+/ ~j ~ ~ ~X, ~~f/ ~ ~ \ 1 S ~ \ " ) `~,1\ I ~ r / 1 `r M ti ~ > » l,~t,`~; ~ ~ ; ~ \ r'~'/,'/ ~e / _ ; --~'r a }1 i` ` ~'~1`. ~~~r/'•'f/.M~~~~~~ffysf~~ /i /z ~~ff, ~.',.rt/ / / ~ ~ / o,7/: ~o ~ i ~ ~4..~, ~tr{ ~ ~ i ~ ' ~ 1 ~ - ~ r` ~ I,~'• ;f ' ' ~~~1 / ' r ~ 1~~ ~ ~ ~ ~ \.;-~~r ~ % ~ ~~'--.:~r--~ ~,//,'~~',r~.•/~j" :~u ~fr w~,./ ~ ~ r ; ; / ~J l i,l _ ~ ~ \ ; ~ ` ~ ~'~•..J.~ ^ ~t~'~r''°„ r /~w'~~ .~~V+ ✓ ~l . f / ''~f / i M ~f ^ . =Z r'~,,•-'" , }1~ ' f/ / uum ♦ \ ♦ ~ , ,•f ~ ~ , , r , ~OR ~ \ ~ ~,y~ + gp'r' ~ %/i" ~ % I'r'~ ,/j ~ 1` 5 4 12 ~ t ~ ' ~ g 1' i ~ ~ ♦ ♦ J ! 7 eo~c PLi1T ' " 3 ~ 1 ~t . , SHEIIEY ARY ~ ~,~oo~n - s' ~-~„"'~t•+/i~ / fr f ' • Ir ~ ,1 ~f ~ l n +PLAF ~Otlt "I ~ 1 r~~.,r'.•'~ ~ ' f / \ i / ~ ,.p,. 1 " 4 ~ ~/,7'!:~ I • i~,~~~/' ~ ~ ~ ~ ~ lr ~ / ~ , ~ ,,,..j'1J ~4 . ~ ( r- > lo~rrai~i~,~r, .,.r', ~ f / i i i ~ 74 PIAV 77/ , + ~It ..••.•.~''+',~.~~~-J ' r ~ ` ` ~ j \ ~ ~ 1 1,i ' t~! 7~,~ .~'f.~•~ r' , / I ~~t ~✓r' ~ ti ` `1 'r1 ~ ~ ~ . A ~ ~ ` \ j~ ~ . N. C a \ I/ ~ ~ t f R4 1 ~i~ (a,~ % ~j ~ / / ~ V ~ •w~~~n J ~ y 1 1' ~t , ~ ~.•'1~ ~ i ~li~u l O , ` , • • S'^~ t ~ ~ J f \`f/ ~ ~ ~r''; '1 4NOF, 4 / \ ; I ' ` • SHELLEY LqKE 3" ADDITION NORTHVVEST FIELD REPO RT # 4 sorLs. TESTIIVG & INSPECTION DATE: ilzv-1.6 t ~ 3628 E. FERRY sPOxArrE, WA 99202 PAGE ~ OF~, 549-534-9711 FAX 509•5349755 . C-70-S005s7 NORTHWEST ~ DAILY FIELD REPORT . , ProSed trtformadon • Project Name: Da#e: SH ELLEY LAKE 1131101 ProJect No.: RopoR No.: C70S000567 7 V41eaftter ArrfvaJ Tene: Departure Time: Clear-37 degrees 9:00 13:00 awd: l,ocal Representative 1 phone nurrtber Landmark Development Buster Heifman General c.ontractor: site Representawe 1 phone number C& B Excavafion Bob Heitman SubuonVactor STl Prood Manager I phonQ number Bruce Howard 509-534-9711 Page No. of 1 3 . Manpower and Equipmettt Used , Kobelco K909LC-II track hoe, Hitachi EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Field Obeeniations Arrived on site upon request of the contractor, so density testing could be performed on the first lift of backfill. Area being tested is &om statian 10+70 - 12+71.The second and third lifts were placsd in this section only today. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. AU side sewers are installed. All side sewers are marked as to plan general notes on sheet 1 of 4. All tees are at a 45degree aagle leaving the main 10" pvc sewer pipe. Air pressure test was performed frbm MH 20 to MH 21, test passed. STI Field Representative Contractor's Representative THiS DOCUMENT AND RFFEREkCED ADDENDA ARE TO BE CONSDERED PREL1wtWARY U L D AN KiNEO BY THE STI C4NSTRUCTION ENaWEER ANOIOR STI PR R ~ p24vdv t " Reviewed by Date STI Project Manager Date CoResponding Deficiency Report No: 3628 East Ferry . Spokane, WA 99202 JWNQRTHWE$T (509) 534-9711 Fax (509) 534-9755 RE. 1tT OF FIELD COMPACTION TESTS Date: 01-31-01 Project C-70-SO00567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3rd Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report. 7 Page of ' Density Std: 2258 Moisture Std: 671 Technician: Frank Willingham Date l.OG8L0II Depth Below Wet Moisnuo'36 Dry Ikasity Matecial Paroent Pass or Reteg of DT TP.St SO. Elevation Donsity Type Compactian Feil No. • No. First Lift Station (PcF) 10+70-17+77 1 01-31-01 1 11+40 -13' 140.6 2.9 136.7 1. ~ 97 P ~ - 2 01-31-01 12+10 -13' 139.6 ~ 3.3 135.2 1 95 P . 3 10 I-31-01 12+90 -18' 150.1 ~ 6.0 ~ 141.6 1 ~ 100 P 4 101-31-01 13+60 -18' ~ 146.2 5.9 138.1 1 98 P 01-31-01 14+10 ' -18' ~ 137.6 6.1 130.0 1 92 P~ o O 1-31-01 14+80 -18' 134.3 3.3 130.1 1 ~ 92 P~ 7 01-31-01 15+50 -18' 137.9 2.8 , 134.1 1 ~ 95 P ~ 8 01-31-01 16+20 ~ -18' ~ 134.7 2.9 130.9 1 93 ~ P i 9 01-31-01 ' 16+80 ~ -18' 138.8 3.1 134.6 1 95 P 10 01-31-01 17+54 ~ -18' 138.4 3.4 133.9 1 95 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone 1Vlethod ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctar # Leb Sample Desaiptioa max opt. coa. Max I. density Moisture deasiry 1 544 Sandy Gravel 141.0 7.0 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specif cations. NOTES: cc: . C~ David C. Lehn Laboratory Supervisor i . . M ~ R.,µ ~'~1 1~t 24, t~.,rt Wj'`'~ .~►om" R. n, ! ; ~ s '1 ~ 4p ! 1 ` ~ ~ ~1, ~ 1` ~ ~ f ( \ ~ 1 1~ \ \ \ \ ♦ `r`1.~~+ f ~ , r f N 1, :~2sAn'.o ~ i ''m" , 1 ~ ~~~j'~ ~ + ' ..i ~ ~ ` ~ _ .•-'~i r • ~ r ~ f;f" , ~ r/ ; ~o.,...,-• • ~ ~ . r/ . , . , PU~S ~,R't • , ij~ r! ' " ~ ~ ~r, ~ 13 ~ t, `r ~ ~ ~ ~ ~ ~~1 ~i~ ~ ~ ' ~ ~ ( ~"r" ~ f~ • J~ 1 i w 1 ~ ~ f .r~ _ fti/f', ` ~ ' ~ ~ ~y(1tE~ ' i j ti ~ ~ r ~ ~ ~ 1 1 1 /J~ ~',.~!'%f ~ . Mf ~ ~ • rw- ! ~ , / ~ ' ♦ s ~ : ; r~+~' ~ • ~+1~ j ~ r 1 j ~ ~ , r ~ ' i' . E ~ % / r~ J r , ~~i j ,,t~ II ~ ♦ . M , ~ ~ , r t ~ ~ ~ 1 ~ ~ Z / , , ~,,,,,oc : r , A ~ij, , / ~ ~ ,T'-'~` , ; ~ f ~i ~ ` ~ ~ i~i~~• f ~ . ~Q/ ~ / , ~ + ~ 1i ~/1;~ ~ • ~rr % / : ~ % 1 1 ~ ~ A t I; : ~ . r ~,,1~1 f ~tr f , , . ~ ~ - - ~ ~ Awp1TipN ; ~ iI ~ - . iKE ~7p.,00567 tA _ 5oel.tol,! -7 . ~ - _ pREpoRY# Or 3 . ~ PAGE ~ , . S lg4G &; . Y ~ 3628 E. F~~ A 99202 . 0755 NORTHWEST ~ DAILY FIELD REPORT Proiect tnfonnatton Project Name: Date: SHELLEY IAKE 2/1101 Project No.: Report No.: C70S000567 8 Weather Arfira) Time: Depftre Time: Overcast-37 degrees 9:30 12:45 Client: Locai Representative I phm nurnber Landmark Development Buster He'ttman GeneW contractor: site Repesentakive / pnone nun,ber . C& B Excavation Bob Heitman Suboontrador STI Project Managar / phone number Bruce Howard 509-5U-9711 Page No. af 1 3 Manpowet and Eguipment Used Kobelco K909LC-II treck hoe, Hitachi EX370 track hoe, Volvo L90B Loader, singie drum vibratory compactor(3ton) 5 personnel Field Observations - Arrived on site upon request of the contractor, so density testiag could be performed on the second and third lift of bacltfill. Area being tested is from station 10+70 - 12+71.The second and third lifts were placed in this section only today. Density was peccformed using nuclear gauge method ASTM D-2922 standard for testing soil. Test result ate attached to this report. All side sewers are installed aad appear to meet plan specs. ~ ~ STI Field Representative Contractor's Representative THIS DOWMENT I1ND REFEFtENCED ADDEN011 ARE TO BE CONSIDEREd PREUMINARY U tEYYEO SKiNE Y THE STI CANSTRUCTION ENGMEER ANDIOR STI PROJECT ANA(3ER C 1~4t o ~I l Reviewed by Date STI Project Mana r Date Corresponding Detidency Report No: 0 3628 East Ferry Spokane, WA 99202 JWT~ NORTHWEST (509) 534-9711 Fax (509) 534-9755 R' IRT OF FIELD COMPACTI4N TESTS Date: 02-01-01 Project C-70-S000567 Clieat: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3d Addition ' 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 8 Page of Density Std: 2258 Moisture Std: 671 Technician: Frank Willingham DBtC I.OC8t10A Depth Helow Wa Moistum 96 Dry Densiry Metaial Pecomt Pass or ReOest of DT TeSt SQ. Elevntion Demsity Typc Compaction Fail No. No. Second Lift Station 10+70-12+71 , 1 02-01-01 11+25 -10' 145.8 6.1 137.4 1 97 P 2 02-01-01 12+50 -10' 139.9 4.1 134.5 1 95 P Third Lift Station 10+74--12+71 3 02-01-01 10+35 , -6' 144.9 5.4 ~ 137.5 ~ 1 97 P+ 02-01-01 11+35 -6' 143.6 4.8 137.0 1 97 P . 5 02-01-01 12+35 -6' 140.0 ~ 4.8 133.6 1 ~ 94 ~ P ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modifed Froctor ASTM D 1557-98 Proctar f~ Leb Sample N Description max opt corr. Mex 11 dcnsity Moistum density 1 544 Sandy-Gravel 141.0 7.0 ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: . i~ David C. Lehn - , Laboratory Supervisor ~ i1.~ '4 t ;1i gK ~ . 0 f / , ^ ct I ~ ~ ~ ~ j, ~ ~ 4 / ~ f " , ~ z`\~-• . ) t~ ii' '~~,~s~~ iit :-1 t , O ~ ~~l r ~c ~ j:/: ?r: 1~~~'I ilJl ~ . ► l - ~ ~ , i ' ` j %~~~1` ~ / ~ % / ~ .f 1 ~ ~ ~~1 1~~~~ ~/1 ~ ~~~1 ~ ~ 1 ♦ N / J• ~ /1 ~ ~ ' ~ ~ i ~ ~t ~ 3 ~ " " ~ //j M? ~ F-D~ p J t .eW M ~cJ ~ ~ ~ y, ~ lr /~Ir~ ~ ~ , ~ J ~ ~ M ~Yj' ~__----•..~;i~;' ~ ~I ' r~ ~ I IF ( ~ j' / ~ O ~ . ~ ~ ~ ~ ~ W 1 ~ . ~ . In ~ c ~ O j ~ ~ = W a Y. ~ 0. , . k K ~ ♦ ~ ~ ,Z+ , ~ ~ r ~ Y~,-~` ` ; ~ ~ ~ `~:~1~\ ~ ~ ~ \ \ ~ ~ \ ~`C:; \ ~ i ~ ~ , ` , , ~ \ ` ` ' -~-t " ~t~. ~ ~ , ` ~ .p \ ~ ~1~~\4 ` Q 7 : , ~ ~ ` ~ ~ ~7 'n 1114 ~O`~ ' \ ~ • \ ~ ~ 1 ~ 1 \ ~ V~~] _ 1 ~~1~ N ~ ~ i ~ • , ` ~ ~ ~ Q o N ~ Y~~ , 1~_~~•~ ~ \ :,~h~~~ \ 9t i, ; ~ ~ ~ , ~ ~ ~ ~ , , ~ ; ~ t \ . ~ ~y 1 ~ ~t~~\ ~m C• : \ ` , ti 1, ~1 ~ R•• - p~ . ~,'1 t, ; ~,l ► ' ; : a ~ ~ i \ ~ ~;~':`1`i ~,,1 + ~ ~ ~ ;-~;~,-X.` W c^ 00 N cV O ok -'o a o M N Vl NORTHWEST ~ DAILY FIELD REPORT ~ Project Infomkition Pr*ct Narne: Date: SHELLEY LAKE 2l2I01 Projeat No.: ReW No.: c7osooo5s7 9 weaner ArrW zime: Depftre rWe: Overcast-37 degrees 10:00 12:00 Cient l,ocal Rspremtative / phone number Landmark Development Buster Heitman General Corttractor: Site RepgsentaM 1 phone number C& B Excavation Bob Heitman Suboontrador STi Project NtamwQer / phone number Bruoe Howard 509-534-9711 Page IVo. of 1 3 ~ Manpower and Equipment Used , Kobelco K909LC-II track hce, Hitachi EX370 track hoe, Volvo L94B Loader, single drum vibratory compactor(3ton) S personnel Fiegd Obsevations Arrived on site upon request of the contractor, so deasity testing could be gerformed on the second lift of backfi.ll. Area being tested is from station 14+18 - 15+70.The second lift was placed in this section only. today. Density was performed using nuclear gauge method ASTM D-2922 staadard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. All air pressure test have been completed on ihis date as well. All air test passed. _ S I ield Representative Contractor's Repr rive THIS 00(XIMENT AND REFERENCEO ADOENDA IIRE TO BE CONSIDERED PRELIMINARY EYVED D SIG D BY THE STI OONSTRUCT10N ENGMEER ANDIOR STI PROJE CIE NAGE c ~ T Reviewed by Date STI Project Maaager J Date Corresponding Deficiency Report No: 3628 East Ferry ~ Spokane, WA 99202 JWr-l NQRTHWEST (509) 534-9711 Fax (509) 534-9755 R' lRT OF FIELD COMPACTION TESTS Date: 02-02-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3' Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 9 Page 2 of 3 . Density Std: 2234 Moisture Std: 675 Technician: Frank Willingham DAtO I.OCStlOII Dcpth Bdow Wd Moisdue 96 Dry Densiry Matcrial Percent Pess or Rdest of DT TeSt so. Elcvation Deasaty TYPe Compacdon Fail No. No. Second Lift Station (PcF) 1 02-01-01 14+25 -13' 143.0 6.1 137.4 1 95 P . 2 02-01-01 14+75 -13' 139.8 5.7 132.3 1 93 P 3 02-01-01 15+50 -13' ~ 138.4 3.5 134.0 1 95 P ~ I I F I I I . x Nuclear Methad ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 . Pcoaor !i Lab sampla # De=iPtion max opt. oorr. Max density Moisduo density ~ 1 544 Sandy Gravel 141.0 7.0 I 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: c . David C. Lehn Laboratory Supervisor ~ i f / ~ ~;1~~ ;f y l~ ► • ~--~<<~ 1~~`j 's~ ~ : f ri ; f~ i: ~ ,r'"~ "S g~ `j ~ ~ ~ t ~ ~ ~ ~ g, T,,`r:• \ 3~ ~ t 7lti 1 I ~ i \ r, ~Q. ► , !1 ~ ''~~?tj~ 11 l ~ ,r`~ ♦f ~ ' , ~\.,'y' I J ~~y'~' ` 1 40 Ii ! ~ 1 r ~ ~ ; wj ~.,,.....-~i J• ~ ~ 1 ,.,-~I ; ; ~i~/~f~ , - ~ ~ , ► ► . -;'~~':I~~ ~ o ! ~ ~ .,rr-,.= • / i , I ~ it ~ > > r • •Y,,,,_s.. ~ / i i ~ ~t•7r '~'',r • l' ~ 1,? i ~ ~ ~ • ~ / ~ ` , f ' / n +Z • I '/r ~ / ~ r~ 1 . _ N ; '•`"'•MsO~'~ N ; / ~ Q- °./~s ~ ' Nt?, ~r ,y'~ f ~ ~ l l ~ ~ ~ ~ I O • CO / / ~ ~ ~ /~Q, ti~ ' ' ~ + ~ ~ / / f7 ` ~ ~ Q t ~;,,7j' 1 / ~ ~ . ~ ~ 1 f O 4 J Q r■ • , Z' ,f. f"' W9 4 ~ t. , • ~'r 4 4 c'~ ~ ~ ~ ~ 1 ~ 1~ ..ti`. • `ti. ~ ` . ` ~ ~i ~ ~ ' : ti`, ` 1. ~ \ ~ ~ i Q ' ~ ~ ~ ~`y? ~ , N.I. N.`~ i ~ ~ a ' ~ n~ ` `1 ` . VJ ~s~~~ . ~ ~ ~ ; ti\`' ~ ~ ~~`t~~ Z ~ y~`1y, ti 1~;~ \ , p~• ~ ~ \ ~t•~-t; • 1' C~ A1 :1~`\ ' '•a t . ; i ~ ` t , ~ ~ i t ~ V3 h o'N ~ . 1~' ,i + . ~ ~ , ~ h ~ ,l 4 ` ~ , ~j'~' , ~~'~r { • t Y~ `t t ~ r• ~1 ~ t ~ 1~ ; y ~ t~ f ~ ~ a ~ z ! ~ ~ j`. { i ~ ~i ~ ~ , ~ ~ ; ► + ] ti ~yy,,,-- ~ . ~ j ~ ~ '~.►,.--'c' `w " i ~ Y cn ~ W e!' 0o h eq , v ~ ~ 1 ~.I r 1 &V7 NORTHWEST ~ DA.ILY FIELD REPORT Proiect Irfarnation ' Pm{ect Name: date: SHELLEY LAKE 215101 Pmject No.: P4oR No.: - C70SQ00567 10 Weathef Arrival Time: Departure Tfrne: Overcast-33 degrees 7:45 9:30 Ctient: l.ocal Raprasentative 1 ptwne number Landmark Development Buster Heitman General Corrtraetor. Site ftepneser►tative I phone number C& B Excavaton Bab Heitman Subcontracta STI Project tulmager / ptm number 6ruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equoment Used Kobelco K909LC-II track hce, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel FieM ObservOons Arrived on site upon request of the contractor, so density testing could be perforntad on the aext lift of backfill. Area being tested is from station 10+70 -17+77.The lift was placed in this sectian 2/2/01.Test area was proof rolled before testing began. Density was performed using nuclear g,auge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewexs are installed and appear to meet plan specs. Compaction is also beiag perfomed on the side sewers. , , STI Fiel Representative Contractor's R ative THIS DOCUMENT MlD REFERE!lCEO ADDENDA AR£ TO BE CQNS~ERED PREUMINARY U RE 1E AND S ED BY THE STI CONSTRUCTI0~1 EHaINEER ANDIdR STI PROJ T GER Reviewed by Date STI Projec anage Date Corresponding Deficisncy Report No: 3628 East Ferry SPokane, WA 99202 ~ ,JWrJ NORTHW~$T (509) 534-9711 Fax (509) 534-9755 REF "T OF FIELD COMPACTION TESTS . Date: 02-05-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman . Shelley Lake 3`d Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 10 Page 2 of 3 , Density Std: 2234 Moisture Std: 675 Technician: Frank Willingham DAtC L.UCSt1011 Deptli Bdow Wa Moistare % Dry Dansiry Mxerid _Pemoent Pau or Retsst of DT Test sci. mevmoo Dauity Type Compaaion Feil No. No. 10+70-17+77 (PCF) 1 02-O5-O1 11+00 ~ -6 141.0 ~ 5.2 134.0 1 95 P 2 02-O5-01 11+80 -6 138.1 6.2 130.0 1 92 P 3 02-O5-O1 12+60 -10 144.7 ~ 8.3 133.6 1 94 P 4 02-05=01 l 13+40 ~-10 146.9 6.2 ~ 138.8 1 98 P 5 02-O5-O1 - - 14+10 -10 145.3 5.5 138.5 1 98 ~ P ~ 6102-O5-O1 1 14+80 -10 134.7 5.1 130.9 1 ~ 93 P I'. 02-O5-O1 15+60 -10 140.6 5.0 136.7 1 97 P . 8 ~ 02-O5-O1 16+40 -10 146.2 5.9 138.1 198 P ~ 9 02-05-01 1 17+30 -10 137.9 4.8 134.1. 1 ~ 95 , P~ X Nuclear Method ASTM D 2922-96 Standard Froctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proaor N l.ab Sample N Desctipdon mm apt. oon. Mex density Moisnue density 1 544 ~ Sandy Gravel , 141.0 _ 7.0 . ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Resurts Do Not Comply With Specifications. vOTES: x: - David C. Lehn Laboratory Supervisor ~ w,~• R~pb,~d~ 1+, , r.... Xi . N.~ '~j~N'~~ Q4o ~t~jE '+1~~ r~ ~ f~~Jn t ` , ~ ` ~ ~'ti ~ •~•~I•-'~'r rl~.,i ` , i jww~~~; ~ ` ~ ~''•~'f ~ z,+, .~;"~,~`c ~ ! ~ + t '1 ` ~ \ \ ~ t ~ ~ ' 7 y ~ ~ ~ i , ~ 1 ~ . . ` , ty t ~ ~ ~ ` \ `5~ ~ ,ti + p i t , ~ ' 1 1i, ~ t ; ~ ~ ~ ,r~1.~```` \ ~ ~ k / / ~ ~ ~1 •ti ~ `S ~ ' 1 ~ ~ ~ o ~ 1 ' ,~i ! dr ~ 't t ~ - P' ` ` ; iJ 1~ / ' ~ ~ , 5 f ~ `ti t ~ ~ •~,b._ ~ ~ ` =--~s ~'t r i 'Ji i ~ / J ~ ~ l ~ ~ r~ ` ~•`~w„' ~ --^....1 • \~+,,,~J~} ~ f~ /r ,'f~~jJf ' 1 '~Q / \,'Y ~ , ~ ~ Lpcnr~up~rs.at~'~~ ~ ~_.,wult i~A ~/t , i / f ~ ~ ~ - ~~~~'~,~~i/ ~ ~ ~ . P6 . • 'r~.... , ta°~",../~ ' ,,,..i-=~~~ `'•`jti` t,trl r ~ / y-~~- ~ , ~ • ~ / I , ~ I ~ ~ ' J _ ~ ~ ~t d „r~; ~',F~;%~ ~ ~ ~1 ~ ~ ' ~ ~ , ~ . n ' + ~ ~ \ r / '~•ti;.,,,.~ , , , ' : • 5 ~ # 3 ~ `a~ f o ~ . , ~;;%'~;%°l; f: ~11,%/; ~ ~ f ~ ~ Nn~.. - ~"..Y r " ~ ~ ,.i '~.'~J~„ ' / t q' ~ ~f J~' ~ 1 ~r ' ~ \ p~/ r f`~l ~ ~ 'r'i ; '',1"''~ , j i ~ ► , z , !I 11 ~ ' ! ~ ~ ~ ~ ~ a 4 1 •~~:.,i~f ~ ~ j~,¢~'~ i i ~ 1~, ~,~u~ J • i r` . r~. ; t11 ~ • f: / ! ~ ; I'~~ ~ A~' ' ~ ~ 3a Appl oSOQ ' R'ppRt 10 f~~o pptE.2! QF3 J6 N P aGE 03 ~ ~ sY o S4II~ &V7NORTHWEST ~ DAILY FIELD REP4RT Prolect Information Project Name: Date: SHELLEY LAKE ' 215/01 Project No.: • RepoR No.: C70S000567 11 Weather Artival Time: Departure Time: Overcast-33 degrees 12:30 14:00 Ctient: Lo,al Representative / phorie number Landmark Development Buster Heftman Ge+'era ContacWt- Site Representative 1 phone number C& 8 Excavafion Bob Heitrnan SubcmtWor STI Project Manapr / phone number Bruce Howard 509-534-9711 Page No. o# 1 3 Manpow and Equipment Used , Kobelco K909LC-II track hoe, Hitachi EX370 track hce, Volvo L90B Loader, singte drum vibratory compactor(3toa) 5 personnel FieRd ObservaUons . Arrived off site upon request of the contractor, so density testing could be performed on the next lift of ~backfill. Area being tested is from station 10+70 -16+50.The lift was placed today. Density was perfornied usiag nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is also being perfomed on the side sewers. Compaction is also being performed around all manhales. STI Field Representative Contractor's Representative , THIS OOCUMENT AND REFERfNCED ADDENDA IIRE TO BE OONSIDERED RREUMINARY T RfViE AND NEO BY THE STI CONSTRUCTION ENG(NEER ANaIOR STI PR E . • ~~l c (t - Ylo i a2--~~ D( Reviewed by Date . STI Project Manager Date Caresponding Deficlency Report No: - 3628 East Ferry Snokane, WA 99202 S7'/ NoRTNwEsT (509) 534-9711 Faz (509) 534-9755 R lRT OF FIELD COMPACTION TESTS _ Date: 02-05-01 Project #f: C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman ' Shelley Lake 3'dAddition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 11 Page 2 of 3 Density Std: 2229 Moisture Std: 681 Technician: Frank Willingham -1 S- ..1 I I D8tC IAC8ti0n Dapth adaw wet Moishu+e'J6 Dry Mataia! Pa+artr Pise ar Retest of DT Test 3Q. Elevation DaasitS' DensitY TyPo ComPect►on Fn7 No. NO. 10+70-17+00 (PM . 1 102-05-01 10+75 -3 146.9 6.1 138.4 1 98 P 2 02-05-01 1 11+50 -3 145.7 6.8 136.4 1 96 P 3 02-05-01 12+35 -7 143.1 7.9 132.7 1 94 P 4 02-05-01 13+15 -7 149.5 6.0 141.1 1 100 P 5 .02-05-01 13+95 ~ -7 147.7 5.1 140.6 1 99 P 4- 02-05-01 14+75 -7 . 141.6 4.4 135.6 1 96 P 02-05-01 15+55 -7 138.1 4.8 132.8 1 94 P 8 02-05-01 16+85 ~ -7 135.1 4.0 130.2 1 92 P X Nuclear Method ASTM D 2922-96 Standard Froctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modifiied Proctor ASTM D 1557-98 . , Proctor f{ [.ab secVto # DwcIIiption maK oQt. owr, tNax • , deasiry Moiahwe deoairy 1 544 Sandy Gravel 141.0 7.0 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: - c David C. Lehn Laboratory Supervisor ~ E,, s i'~° 2~ T.25 ~r W~{1N~ C~L1N ~o~"' jjmof 0 D + ,,,~y~A►dE ~v~~ ~ nt r, S ~ ~t1 t ~ ~ ~ ti , ~ ~ ~ ~ v ~ S 1 ~ ~ ti ` S ` , ~ ~ 1 ~ ~ ,r, t a j ( c lt` ~ f! tf~~~~f-~ ~ / ,r , ~ ~ ~ .Yv,:., ~ tf ! l ' % 5 ' , ~ ' ~ ' , ~t.:...~ ~ 1 ~ , ~ ; ~ ti•~.. ~ ~i ~ t ` f ~ 1. ~ ~',~b. ~ , ~ \ ~ ,a I ` ; , ~ ~ ~ ~ ~1„ . ,~1;,,,`'••-r...i ~ ~1[ 6p~A4d • fl ~ , ~ / . 0 ~ t , 1~`• \ \ ~ R~ l v i i ~ t►4~ r .:r, r ~ ~ ~ ,`J ~ ~ ~~~;';;l ~ ~ ' ''N4' ~ • , i: ~~~/~I ~ t l ~ . . _ T,~, " • ;~,\,ti •i~,..~/ I/~ ~ ll~~~ . ~ ~ 1 ~ "r `r.~'~\~~.~" ~..y ~ _ T-- / .;//~ff '1 ` l! • ' ` ~ - 12 13 =MWY . ~r! t~,~s ~ I ,f ff, „ • ~ , n I !'Y I J / nJI1 I"i~ ~ ' ` ~ . O r-~ ~ M ~ . ~ / ~ ! l , ~ 3 j!• i.~~;%. ,'~1 ~ ~ f i ! r~ T~, I i t v 1. V ~ ~t 2 ;i~, ~i.~ • ~ ~ 7 . ~ ~ _ t ; :a~j!. ;i; , ,%f f~ ~ r ~ - ' t ~ 1 t~" T-' . : ~ r~i~,~ lc, ~~d / ± • 11 r , ~r l t ~r ~ ` t ~ ti ~ 1 J \ ~p y~~r ~ •lc?'l~ i ~ ~ 1 ~ ~ ~ , •oA-~ ' ' ~ / / 1 r , 1 f ' '~`l ~ " ~ "~t~ t ~ ! ~ ' ~ ~y~• ~ t ~ ~ ! ,<< ,ti yurleRA 1~ y , , Ii / ~ , ~ ~ ~ r ~ l / . ~ ~ ' i / ~ ~ ~ ~ ~ ~ ~ ~ ! , ~l, ~ ✓ i / lop ~ •+J;(~~ 1 ' _y,r~~~~j~ ~ 1 ~ . i r ,1 ~ i ; Y ~ • , . L.AKS 3av pppITlON . . ~'E~ g~l. T # C #".70,Soo5s7 F1E~~ REp~R . ST ~ pATE; 2Q ( ' ~~R~ oN E ~ oF 3 , ',STING & ~SPE~ PAG . S0~ 3628 'E• 99242 ~u s1.tE. WA r, A_o755 _ , SV7 NORTHWEST ~ DAILY FIELD REPORT Pnoject Inforrnation Pro3ect Name: Date: SHELLEY LAKE 216101 Project No.: RopM No.: C70S000567 12 Weather Artival Tane: Departure Time: CLEAR 28 DEGREES 8:00 9:30 C(ieM; Locai Representative 1 phone number Landmark Development Buster Heitnan GenerW Contradw Site Representative 1 pfione number C& B Excavabon Bob Neitman Subcontrada STI Project Manager 1 phone number Bruce Howard 509-534-9711 Page No. of _ 1 3 Manpow arW Equoment Used Kobelco K909LC-II track hce, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Field Observatlons Arrived on site upon request of the contractor, so density testing could be performed on the next lift of backfill. Area being tested is from station 16+50 - 17+15.The lift was placed on 2/5/0 1. Density was performed using nuclear gauge method ASTM D-2922 standard for testing soil. Test resutt are attached to ttus report. All side sewecs are installed and appear to meet plan specs. Compaction is also being perfomed on the side sewers. Compacrion is aLso being perforaied around all manholes. ~ STI Field Representative Contractor's Representative THIS DOCUMENT AND REFERfNCF-D ADDENDA ARE TO BE OONSIDERED PRELIMINARY TtL RE ~WE D& NED BY THE STI CONSTRUCTION ENGWEER ANDIOR STI PROJE NAGER Oo-I c z/ y 6 1 ~--r~--~ ~ Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 ST/ NORTNWEST (509) 534-9711 Faz (509) 534-9755 R' )RT OF FIELD COMPACTION TESTS Date: 02-06-01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 31 Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 12 Page 2 of 3 Deasity Std: 2217 Moistare Std: 599 Technician: Frank Willingham ~ ~ t~ , • DAIe L.OCflItOA Depth Balow Wet Moishm 9b Dry Mataial Paaat Pm a Reteat of DT Test sa. ne,raaon Dmsity DmsitY TYPa Corpecdon Fail No. No. 16+50-19+15 (PU) 1 02-06-01 16+75 -7 139.5 5.6 132.1 1 93 P 2 02-06-01 17+25 -7 143.6 5.3 136.4 1 96 P 3 02-06-01 17+75 -7 139.0 5.5 131.8 1 93 P 4 02-06-01 ~ 18+25 ~ -7 139.0 5.0 132.4 1 93 P 5 02-06-01 18+75 -7 138.1 5.0 132.8 1 94 P J. Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor Lab seimVte # Des«ipaan mm opt. corr. INm density Moashue de=ity 1 544 Sandy Gravel 141.0 7.0 1. Fill P. Test Results Comply With Specifications. 2. F. Test Resuhs Do Not Comply With Specifications. NOTES: cc: 0aJ C . David C. Lehn Laboratory Supervisor . ~ . ~I \ 1`~n»a . . R.µ E.,W.M• SEC, 24► k , \ IIOM ~ , ~w ~ , ~ • , : , ~Y 1 ~ ~ ~ ~ ~ r, I r ~ t . ` a ~u.rn. ti i,~~S. 1~ \ r ; ~r l x/ f ; ~ ~ ► ~ ~ , ti ~ t; ! ~ ' ~ ~ ~t i ~ ~ w ~ ~ , ti ~ ~ f,~,.iQlp•./ ~~(~~t 5f ~ ~ ~ ,1, { _ p ` ~ ` r1~ A'f t . at~►~'a' f ~ ; \ ''`•.'~'`1 ~ 1'~;` ~ ~ , 4, : A MpvA %I/ 1 ! t1~~ ~ • ~ , • ~ \ \ \ 1`„~~""~.~ N1 / /i~ ~i t f ` 1 1 f ,,._..-r~f . ~ 1 ~ ~ ',V/ I 13 ~ _ `i' ' •f / dF 1> 4 6 SH ~ aLV 7 ~yt 2` r j~, ~j r~ ~ • rtt ~N" , ~ ~ t ~ ! ~ 06 ~ , .,ti ,5 sw+e~°' r• ~ ~ ~ ~ p~'~_ ~ / ~ ~ 1 ~ . ..p'"/ ` 2 !~l `t ~ l ~ f VI ~ 1 / 64n `+Uw ,'t/,/ , / ~ % 1~ / ~ ~ 'O . ~ i . , SIMLLEy LAKE 3'w pppITtClN Lp REPORT # + Z. 70.500567 I ~1E C- NORTRVVEST ppTE: 2 `&/d / _ 50ILS. TESTIN~ & n4SPECTIo'N-- ppGE S OF 3 ~ 3628 E. FE' A 99202 SPOKANE, 509-534-9755 509-534-971l FAX ~ NORTHWEST ~ . DAILY FIELD REPORT Proiect Informafion Project Name: Date: SHELLEY LAKE 218101 Prolect No.: Repat No.: C70SO00567 . 13 weakher Arrival Time: Departure Time: CLEAR -28 DEGREES 8:00 11:40 Client: Local Rspresentative ! phone number Landmarc Development Buster Heitman General Cantractor. Site RepresentaUve 1 phone number C& B Excavation Bob Heitman SuboonVactor STI Project Manager / phone rtumber Bruce Howard 509-534-9711 Page No. of 1 3 . Martpower and Equipmerrt Used Kobelco K909LC-II track hoey Hitachi EX370 track hce, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Fietd ObseNaUons Arrived on site upon request of the contractor, so density testing could be performed on the aext lift of backfill. Area being tested is from station 16+50 - 19+15.The lift was placed on 2/7/01. Density was perforlned using nuclear gauge method ASTM D-2922 standard for testing soil. Test result are attached to this report. All side sewers are installed and appear to meet plan specs. Compaction is also being perfomed on the side sewers. Compaction is also being performed around all manholes. This is the last lift before subgrade lift. C&B are going to start the placing of water pvc line. Subgrade compaction will be tested after the water main has been placed. The stakiog of the water line wilt be done on 2/9/0 1. . Placing of the water line will start in the week of 2/12/0 1. All manholes meet plan specs on sheet U-3 ia the spokane county specs. ~ `s~ , . STI Field Representative Contractor's R entative THIS DOCUMENT D REFERENCED /1DDENDA 11RE TO BE CONSIDERED PRELMiIINARY T VIE SI~NED BY THE r, STI CONSTRUCT~N ENGINEER ANDIOR STI PR ANA Reviewed by Date STI Project Manager Date Carresponding Deficrency Report No: 0' 3628 East Ferry Spokane, WA 99202 JWT-ff IYORTHWIEST (509) 534-9711 Fax (509) 534-9755 RL. JRT OF FIELD COMPACTION TESTS Date: 02-08-01 Project C-70-S000567 Client: Landmazk Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3`d Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 13 Page 2 of 3 Density Std: 2216 Moisture Std: 674 Tec6nician: Frank Willingham Date IAC8tlOri Depth Below Wct Moishire 95 Dry Density Mataial Percent Pags or Retest of DT Test SO. Elevetion Density Type Compaction Fail No. No. (PcF) 1 02-08-01 14+35 -4' 138.3 4.0 134.0 ~ 1 95 P' ~ 2 02-08-01 11+15 4' 146.1 5.8 138.2 1 98 P ~ 3 02-08-01 11+95 I 4 ' - 135.1 5.1 130.9 1 93 P~ 4 02-08-01 12+75 4' 144.7 ~ 8.3 133.6 1 94 P 5 02-08-01 13+55 . 4' ~ 138.1 4.9 133.0 1 94 ~ P ; 02-08-01 14+50 4' 145.6 6.1 136.4 1 96 P ~ 7 02-08-01 15+30 4' 143.0 ~ 6.0 134.7 1 95 P 8 02-08-01 16+10 -4' 137.8 5.0 134.2 1 95 P 9 02-08-01 17+10 -4' 146.8 6.1 138.8 1 98 P 14 02-08-01 18+15 4' 144.5 7.1 133.6 1 ~ 94 P 11 42-08-01 1 19+05 4' 134.7 5.8 ~ 130.9 1 ~ 93 P Track A 12 02-08-01 13+00 -4' 146.2 5 9 138.1 1 98 P 13 02-08-01 12+40 -4' 137.5 5.1 ~ 134.3 1 95 ~ P 14 02-08-01 11+00 -4' 138.5 4.9 ~ 134.5 1 95 P 15 02-08-01 10+00 -4' ~ 135.1 4.0 ~ 131.0 1 93 P ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctar if Lab Samplo Description max opt. curr. Ntu • deLdty Moisture density ~ N ~44 , IgFkndy l 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: ~ David C. Lehn Laboratory Supervisor \ . SEC. 24. T.25 N•. R.44 EAM. ~ , 9)~OME COUM WASHINGTON '•t' 1` ~l ~~1 i If- , , O I nr ~ w 11 ~ •xm ~ o~~ ~ 11A ,R,~,~rnbH ..~x) ,,/i/ ~i/- ~ ~ ~ ~ ► a s ; ~ ` ~,c~,< a g , , : s ~ . ~ , ~ . t ~ ~ ~ ~ ~ . ~ ~ ,i`tt~~: ~ , a ` I, ~ ~ ~ r ~ : , , i 1 ~ L /`/•J! ~i j ' ~ ~ \ 'ti ' •.h~b• \ ~ ~1 _•a ~ \ ti,\ .m»•. i i J '///~r1 i I ~ • ' \ ti ~1 \ 1 ~ ` . \ ~ ~ , t„~ I• f r , ~ 1l ~ , ~ ~ ~~rt. • ,~I/ ~ ; ~ r , ~ ~ ~ , • t :f ~ r. , FLA BOUND~ .~~i ! '~l%!//~ , ~ ' ' • ' ~~~`---:'r--''' ' ~j~~, ~ / ~ / I~ , ~ ~l^ 107~1 / ~ ~ ✓ ~j1 1 / ~ ~ I 1 _ ~ \ t 1 ~ -~~r~s'~'~ ~i' % ~ ~ i % ~ \ \ ` 12 ~~i~ `f` ~i~r.• , ~ ~ / //j~ ~ ~ 13 ~j I',~~ "'"r 5 / ~ ~ ~ + ~ O ' ~ i4.r 4 ~ 1--- f ~ ' ~t t f 3 ~a , ~ 1 `y` _ ' ~ ~ I \ i~/~!,..~ ~;i,i ; • ; ~ 7 6 f~ ~ r g{pJFY ADOM I \ Z1 / ~ . ru ; /Ooo,/ ~ ~ ,~p ~Y ♦ ~ 1 ~ ~ 1 , ~t / 1 ~ f 1 . ~ 1 ti~`• 1 r ~ ~ %~/r~ ~ ~ ~ ~ i . \ J 1 ! ~ • ~`~HJ ~ ~ r r 1 O ~ \ / ~ ♦ 2 "1' i 60^ ~ : ~1 ~f ,r' ~ ~ 4`OF 4 ~`1i1ti ~ / ~ ~ ' ~ ' ~Pl l ~ i 7f/l~ ~t'I r/ ~ / • ~ ~ ' ~ SHELLEY LAKE 3RD ADDITION FIELD REPORT # ~3 ~ S'Tlf NORTHR~EST ATE: z ~El cr ~ C.70-S00567 ~ SOII.S. TES'TING 8c INSPECTION , ppGE 3 OF3 3628 E. FERRY . SPOKANE, WA 99242 509-534-9111 FAX 509•534-9755 Nk.~ ~~EST, WC. 11618 E Montgamery Dr., Ste 31; Spflkane Valiey, WA 99206 AVY (609) 534-9711 (Phone) (509) 534•9755 (Fax) FAx TRAvsMxTTaL . . . . . QATE: : Septembcr 3, 2004 ; PAGES: ; 2 ~ XNCLUDiNG COVER SHEET ' . , . . . . . . . . . . . . . . _ . . ~ . . . . , . _ . . . . . _ . . ~ . TO._ . ~.Joel Lee . ~ FAXa...,.__......... ..,.._;_(509) 624-..8.1.53_._.........__.. , r,.., ? . ; ~ COMPANY: 'Metro . PHQivE: s(509) 624- 9351 ' . , . . . , . . .;ti..w_.._._._..___...... . . _.,_.,._,__......_._v. _ FR4M: ; Scot Wise . . ; . . ~ _ . _ . ~PR(1JEC'I': ~ Slielly Lalce Mi9sing Rcport # 14 JLetter . . . . - ~ NOTES: Joel, . Tg you have any questions feet free io call me a, (509) 534- 9711. Thauks, . Srot Wise C'nnfidenttalr'tv Notice ~ 7his document(s)acxompanying this fax tranamisslorr, contair;(s) intormation, whivlti Is conftdentiai and privileged. Thls infamatfon ►3 ir►tended to be for the in4lviduai or entity set forfh abovs. If you ate nat the Intended reGpient, pfeasm be aware that any di5cfosure, Copying, dtstribuoon or use of ihe content5 of thl9 If1fOnT18ti0A 19 pfOhlblted. ThaRk yoU. , rl NORTHlNEST, INC. fi "V 1161 E E MoNTGoMERY DRivE, STE 31 1" SMKANE VAI.s.FY, Wft 992-06 PHoNE (509) 534-9711 o FAx (509) 534-9755 p www.stinorthwest.com ~M AV 7 . sept 3,2004 Project 5030048A Mr. Joel Lee hZetro Engineering . . 324 S. Shcrma.n Spokane, WA 99208 , Re: Mir',king,Repvrt #14, Watee° lLine Trenrh Compaction Sbteltev i.ake 3'd, Subdivisi0n . Spokane County, Washi,ngton Dcar Mr. Lee: WC ui1d0tStaiid Yhat you n.eed o.f a letter from STI Northwest, Inc_ conceming the faet that chere is not any rncntion of trcnch cOmpactioTl for the water linc aL She.iley 1Lake. S'€I 1Vorthwcst, Inc., did not exist at thg Cirne when tlais projeet was uj,der. construction. STI Nordiwest a connpa.ny owned hy CLC A.ssociates, was thc company under cmltzact for special inspections of tws pro}cct. STI Northwest, inc. has done everything u►ithin our power to providc al] docul.n.e.ats availablc to us on tbis project in h,opes that our clicnt can achieve a timely resolve ta illis issue, however we do not have thc docuinent in question and cacvxot write << letter pursuant to the inspeetion a-F the watcr aine. The inspector on thi,s jot) has long ago quit woxking for STI Northwest, aad has never worked for STI Northwest, inc. STI North-vvest, In,c. rernains comm,itted to the iweds of our clzents an.d thcu- -respective coimter pargs sucli as Metro Enginccring and regrets the above facts. Sinccrely, - STI Northwest, Inc. :1Cot isc Civil Projects Managcr GCOtechnical Engineeriiq r, Construction Inspections n (44eteria(s Tesling • Environmentai -consulting ~ 1AS11CB0IW,q801AWS Aaredited SM77NORTHWEST ~ DAILY FIELD REPORT . ~ _ . . , . , _ Pnoie~ct infomna~tian , Project Name: Date: SheNey Lake 3b Addition 2/20/01 Project No.: Report No.: c-70-so00567 15 Weather AMvad Time: Departure Tcme: Clear/Cool 11:30 12:00 Ciiert Local ReprBSentaSve 1 phone number - Landmark Development Buster Heitrnan General Contrador: Site Rspnesent0e ! piwne number C& B Excavaton Bob Heitrnan - Subcontractor STI .Prolect Manager / Orone rwmber Bruce Howard 509-534-9711 Page No. of - 1 1 Manporrer and Equlprnent Used , Field Obsen►ations , Arrived on site to inspect sewer pipe plac.ement. Nothing had changed from previous report. , STI Field Reprmentative Contractor's Repre.sentative DOCUMBT AND REFERENCED ADOENUA ARE TO BE OONSIOEREO PREUMI:ECTI-- Y UNT RE1llEWED A(VD S{GNED BY THE STI WNSTRUCTION ENGINEER ANDIOR STI R. . . , ^ a~ 3z96 Revi ed by Date S Project Manager Date Corresponding DeficieRCy Report No: NORTHWEST VTi - , ~ ~ DAILY FIELD REPORT - - - - Proiect Information - Proiect Name: Date: SHELLEY LAKE 2123/01 Praject No.: Report IV4.: C70S000567 16 Weather Anival Time: Departure Trrte: CLEAR 33 DEGREES 8:40 12:00 ClienY Local Repre.sentative / phone nmber Landmark Development Buster Heitrnan Gen~a1 Contracta: Site Represertative / ptme number C 8 B Excavabon Bob Heitrnan SuhcontracGor STI Project Marrager / phone number Bruce Haward 509-534-9711 Page No. of 1 3 Manpawer and Equipment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 5 personnel Field Observatrons Arrived on site upon request of the contractor, so mandrel could be performed on the main sewer line. Sewer main was cleaned out before maadrel testing. Pond "AB" is being developed on this date as well. Dry well were placed on site on the date of 2-22-01. Dry well type "B" werc placed in pond a.rea. Dry wells meet plan specs oo sheet B-la from the spokane county specs book. I observed a11 dry well placing on site. Mandrel passed threw all 10" pvc main sewer pipe. Two catch basins are also being placed on this date. Catch basias meet plan specs as well. Adjustments will still need to be maid at a later date. Temporary ponds are also being done on site at this time as well. STI Field Representative Contractor's Representative THIS DOCUNNEIIVT AND RffERENCED ADDENDA ARE TO BE CONSDERED PRElIMINARY UNTL REVlE1NED AND SIGNED BY THE STI CONSTRUCTION ENtGINEER AIVOR STI PROJECT MANAGER. Reviewed by Date STI Project Maoager Date , Corresponding Deflciency Report No: STf NORTHWEST ~ : DAILY FIELD REPORT Proied Information Project Name: Date: SHELLEY LAKE 2127101 Project No.: Repat No.: C70S000567 17 Weathef Arrival TQne: Depahre Time: CLEAR 36 DEGREES 9:00 10:45 Ciient Local RWeseniative 1 phoRe number Landmark Development Buster Heitrnan General Contractar: Sibe ReExesentative / phone number C& B Excavation Bob Heitman Subcontrador STI Projed Manager / pfione number Bruce Howard 509-5349711 Page No. of 1 3 Manpawer and Equipment llsed Kobelco K909LC-II tra.ck hoe, Hitachi EX370 traclc hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 4 personnel Field Obsavations Arrived oa site upon request of the contractor, so an site visit inspection could be performed. Pond "AB" was the first inspection to ttake place. Three drywell type "B" with type 4 metal grate frame see sheets B-1 a and B-15 spokane county specs book. Measurements were taken oo pond "AB" , STI Field Representative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRH..IMlNARY UNTL REVIEWED AND SlGNED BY THE STI OONSTRUCTION ENGlNEER AND/OR STI PROJECT MANAGER. Reviewed by Date STI Proj ect Manager Date Caresponding Deficiency Report Pla: STI NORTHWEST ~ DAILY FIELD REP4RT 7 rIMR+i lrftmtm Rnjed M3m S-B.l-EYU4<E 4-2-01 Pbject No.: Peport w.: G70t9000567 18 Vvettw ArriWTimv De,pertueTim Omr,ast 4aaaireas 11:00 1200 an#: lDwRepreser#"/phone nrrter La1CfYlal'k DeMOnert BI.ISteI' h121bTm Ge'ter'ai Gbn6rdcta' Site PQpreset! ptlone rurtier C 8c BExcwd011 QOb H21m 3- 6oorlbador S'Tl R'qed Nww/ ftne ntrrter Brtaoe !-bnod 504534-9711 Pece Na af 1 1 - N6rpo,w arid 6qLkprrvrt liaed Kobelco K909LC-II track hoe,, Hitachi EX370 track hoe, Volvo L90B Loader, single drum vibratory compactor(3ton) 4 personnel F+eld Obsevetiars Arrived on site upon request of the client, so density tests could be performed on utility trench backfill. Upon my arrival I observed that the utility trench was still apen. After finding the lead foreman for C&B Excavation, he informed me that the utility trench backfill witl not take place untill later that week. ~ I • STI Fieid Representative Contractor's Representative HsooaNWatOWffeqDAr,oHxaMroeEao~ W"M*oWWff,rTW STI oMsrrux,-" eCrIMaWoRSTI . ` . 4116161 ' ed by Date Project Manager Date CmvVordng Df4erqf Pepcd N:x NORTHWEST ~ DAILY FIELD REP4RT ~ Proiect Informatifln Project Name: Date: SHELLEY LAKE 4-6-01 Rroject No.: Report No.: C-70-S000567 19 WEather Artival Tkm: Departure Time: Overcast 43Degrees 9:00 11:30 q'at LoW Representa#ive ! phone nunber Landmark Development Buster Heitman • General Gontractor. Site Represertative I phone number C& B Excavation Bob Heitman Subcontrador STl Prvjed Manager / phone number Bruce Howard 509-534-9711 Page Wo. of 1 3 , Manpmer and Equlpment Used Kobelco K909LC-II track hoe, Hitachi EX370 track hoe, Volvo L908 Loader, single drum vibratory compactor(3ton) 4 personnel . Field Obsenrations Arrived on site upon request of the contractor, so density tests could be performed on utility trencb backfill. Density tests followed ASTM D-2922 for nuclear density testing. All test results are attached to this report. Curb and gutters are being staked at this time. Curb and gutters will be placed at a tater date. The last section of roichford drive was also tested. Work done up to this piont seems to meet plan and county specs. -z. , STI Field Representative Contractor's Representative THIS DOGJNEM AND REFEWNCED ADDENDA ARF TO BE CAWOERED PFiElr1 NARY UNTiL REVIEWEO AND S4GNE0 BY THE STI CONSTRUCTiON ENC~NEER ANDVOR STI ECT GER. 44d / ewed by ODate Project Manager Date Corresponding Deficiency Report No: / - 3628 East Ferry Spokane, WA 99202 ,A'7'/ PIORTHWEST (509) 534-9711 Faac (509) 534-9755 R )ItT OF FIELD COMPACTION TESTS Date: 4-6-01 Project C-70-S000567 Client: Landmark I}evelopment Project Descriptioa: Construction Testing Servic,es Buster Heitman Shelley Lake 3`d Addition 8225 North Division Street Spokane, Washington Spakane, WA 99208 Field Report 19 Page 2 of 3 Density Std: 49407 Moisture Std: 10406 Technician: Frank Willingham L ` L ' DatC I.OC8ti0D Dc+pth Balow Wa Maiswu+e'G Dry Matacia! Pmcent Pass a Reteet of DT pw,tiry Typo Coupactian Fail No. Z'eSi SC}. Elcvetion Daoairy No. (PCF) 1 10+90 0.0' 145.4 8.7 133.2 1 95 PO 2 11+80 0.0' 144.6 6.7 135.6 1 96 P 3 12+70 0.0' 142.5 6.6 133.7 1 95 P 4 13+60 0.0' 144.2 6.4 135.6 1 96 P 5 14+50 0.0' 145.0 7.7 134.6 1 95 P , 6 15+40 0.0' 147.3 6.7 138.0 1 97 P , 16+30 ~ 0.0' 139.6 5.1 133.9 1 95 P 8 17+20 0.0' 144.9 5.0 138.0 1 97 P 9 18+10 0.0' 144.5 6.1 136.0 1 96 P Rotc6ford 10 +50 - South RT 0.0' 145.1 7.1 134.8 1 95 P 11 +1SO - South LF 0.0' 140.1 5.5 134.1 1 95 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Froctor ASTM D 1557-98 Picdor # t.at, sampio a Dcoription mm opt. oar. Ma _ deniftY Mowme ~tY 1 544 Sandy Gravel 141.01 6.4 , 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Nat Comply With Specifications. NOTES: cc: ~ vid C. Lehn aboratory Supervisor T.25 N ,W.M. ~ ~~t;?~~.~• R.44 E. ~ 9 ~x ~ WASHINGTON E ~JNT'(O ~ ~titi~~;~~'~, ►w~n"'a" t\1ii~ltt1~ r~` KE ~ I ~ ~ l t'`ti ~ nQao~n,,,,~irr ~111 ~ , 6 ~ i 2 ~ rI , ~t,0111~JN .~n~ , ~ , ~ <<~, ~ ~ 'N.~ ~41 1 S i~ _ ~ t,,t~ ~ / 'i ~ % \ I 1~ ~ i ~ 1 ~ ~ 1 ~ ~l 'bf ` ~ \ ~ i"' ,A,E 0► ~ , ~ ~ ; ~~o . ~ ~ 1 ~ ~ ; .~~";''•y+-" ~ r \ r ! , / Anooo / w ,v ~ ti, ~ 1 ~ ' 'v~...r--mo•:i• r,V, i~ ~rat~ i l~' , , , ~ ~i,,. ~ ~~i., t' , , ~ ► •~t\ , __.s 1,, i . c,.; ~ NQ.VA /r~.1i i ~ r % O } ' ~ \ ~ 1 ~ , t-~ > ~~1 ~ 1~1~ ~ . , .0 , / J / _ y, \ ` > ~~//1 r ~~Ji'+,'I J i ' ~ ~ / \ r~` ~ \ ` ~ \ 1 1,~`\.\~,~``.. , g , ~t•: . , • .1 oP ~ I ii' ' ` \ ' l\ t ~ r I~ ~ l / / ♦ ~ , `\~\\~~~.e 0,~~ ..i ~.y'w ,F• 1 ~ i ~ j ; r ; ~ ~ ~ r~~ ~ R l i ' ~ ~ ' ? . 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STAN NORTHWEST pATE: I~~~ t C-70-S00567 sons, TF_sTING & nNsPECTIorr , PAGE '3 OF 3 . 3628 E. FERR A 99202 SPOKANE, ; . ,r%^ o-71 t FAX 509-534-9755 ~ NORTHWEST .~T/ DAILY FIELD REPORT PrA Proiect Information Project Name: Date: SHELLEY LAKE 4-16-01 Project No.: . Report No.: C-70-S000567 20 Weather Arrival Time: Qeparture Time: CLEAR 40 DEGREES-WINDY 7:20 8:45 Client: Local Representative / phone number Landmark Development Buster Heitman General ConVackar: Site Representative I phone number C& B Excavation Bob Heitman SubconVactor STI Project Manager ! phone number - Johnson Concrete Bruce Howard 509-534-9711 . Page No. of 1 3 Manpower and Equipment Used cpm mix trucks, 6 personnel (Johnson concrete), curb machine. ' Field Observations Arrived on site upon request of the contractor, so concrete testing could be performed on all curbs and gutters. All curbs are being placed today on shelley lake lane and lane A. From visual inspection these curbs seem to meet plan and county specs. Rotchford drive is also being done today. Type "B" curb and gutters are also being placed on Wtchford drive. Test results are attached to this report. Site map atached to this report shows the location of testing and placement. , . , STI ield Representative Contractor's Representative T S DOCIMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PREIJ R NTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGlNEER ANDIOR STI P E MANAGER. 8 d Revie d by Date ;ATI Project Manager Date Corresponding Deficiency Report No: PROrECT: • ROJECT go. P :v coo, r ? ~REPORT No.: ~?o ~~rr NORTHUIi'ESY DATE: 4//lo%/ T`~CH:~'~uJ , 628 E. FERRY sFOKANE, wA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 ~ FIELD DATA BATCH DATA CONCRE'I'E SUPPLILit Mix Na: 2;?J/ 1 2 DATE OF SA1MiPU TRUCK Na: TIME OF SAWLE •?S~ TICKET Na: 1 Q l SZ 3 400~= lCII n vly • SACKS EME I C.Y. WEATHER/i'EM SAMPLE TYP`E looe^/lit TYPE CEMENT . STiti1CTI1RE TYPE ( G r 3 d~u 7'Ttr~ BATC,H TiME SAMPLE IACA'IZON L~~~ l~ v- f3 Q• O•~ EIYD PLACEMENT TIlbiE A M~r , _ ADMIXT[JRFS TOTAL CUBIC YARD6 PLACID lO O C• Y MAR AGGREGATE SIZE a! le 3AMPIE TAKF.N FROM _~o C.Y. o[ ! 00 BATCH WATER (lbs) i,Sp S-0 ZB , Care Boz yG;S, 'u•O. /o 4b-F~ 5 tc~~ WATER:CEMElV'T RATIO o • 4A Nota: l+ICKT ~'b /'~~cS6' r G Gt r fi /r1 Arj_ /~N.. E7 DESIGN STRENGTe acoo filSZ FIELD TESTIING DATA a TEST RESULTS SPECIFUD VALUES . SLUMP (1/4 in.) [ASTM C 1431 ~ ~o Af4p CONCRETE TEMPERAT[JRE [ASTM C 1064] 670 ~r 9~~o 0^ 96 cl- . q AIR CONTENT (0.1 [ASTM C 2311 t5- °/t~ /O. WATER ADDED (gal) 3 ~ G AL, WATER:CEMENT RATIQ ~ • ~ ~ C~ LABORATORY TESTIING DATA . ~ LAB FIELD DATE. TEST AOE SIZE AREA T4TAL SIRLNGTH TEm BRF.IlK IDNo. ID REC'D DATE (DaYs) (sc1.1n.) LOAD (Lbe) (psi) TYPE e- '337 ~ ~~r-rf Q( d1Z31G~ 7 90Ac ~i7 ~ ~ f117 &0 ~ r 1 SAMPLED BY rl+w CHECKED BY V REVIEWED BY ASTM C31,09,C5 11,O617,0231 01STlV..AMFORMSICONCR REPORT V2.0 3/00 . SEC. 24, T.25 N., R.44 E.M.M. SPOKANE COUNTY, WASHINGTON , _ ~ ~ F:; \ ' h t.ownd~\,4 ~~\i ~ ' 1' ~ 6 ~E ~w~"°°m`oonm,aorcM t~~ti`~!S { • ~ "I ~ ~a AoDrnbr, ~ ~ a , e ~ ~ ~ ~ 8,' ~1' 1 i 1~ i. t ~ AI/RO~OIIAIC 1AW110M Oi J ~ i~ ♦ t , l ~ ~ i l 6{ 1~ i` , \ , ` R'\ ~~'t..l„`~ ~h • ADO/1mt00TOL~A K0.11011 '~j~i~fi~ ~ / ~ ~ ~."t'•.\\Y ` J1 ~ l ' i~~•,,~ ~~~`t,Y ~,1,'1`~ , ~t ~`l~~\~~>>11}~~~ ~p1}pUl1 lD17.0 K6 / r ~ / I 4 \ I ~ ~i• i r i . ~ • \ ~r• ♦ ~ :•~%r;l%i I 'I~ o/ T~ `•fi,~ l '.,'1t~' ` I, ~ ~ bio i4~ ~ ♦ ' `'~,1,~~1 ','t"~~` ~ ~1,~`,~~1~~t .~^~~~:ii~~\t;r i ~ ~ , \ ~ . ~ ~ 1 , \ l ~ ` ' ~ ~ .1 / %f/, I/~I~1 i~ ~~f ~ r ! / ~ ~ ~ ~ ` '~l\ : ` , ~ !~t ~0',~//% !/II/ f ~ . ~~`~J~, ~,ti~ ~ \ ~ ~~..0 '"~\,~~ti; . ,h } ~ ~ 1 ` J f / ;l1' f ' \ ` '~4R+.ti~ ~ ~ ~ i/, ~ , R ~ ~ . PU1T No~ ; , . l~~ ~ • ~ ti , . fi rr , I ; ' ~l r ~ ~ ~ • ;A ~ i 11 / !t! '1. , •NN { ~ ~ ' ~ ~ \ ~ \ \ P.~ Y~/~ • ~i ,~%~i / lJ ~ ~i ~ I~~ • • ~ ' ~ ~_~~,~1 ~ ~ ~._J 1 ~ ~ ~ %f r ~llf „ / ~ ~ ~ ~ , i. ~ ~,r /J; /i~J ~J~~l/ ~ l J ~ ~ • ~~~'r~. ~~r~/~~'~~: ~'1~ i~f/%:%f~ ~ ~ ~ _\.Y ~'1+'r f~,I i0'~~~~°~I~~r' ~ i ~i•i / ~n~// ~ "r ~ ~~:~~'`'._-'c+'. .M~,,/' • ~ • ~ : y~~ f ' / ' ~ ~ , • ~i y'~,~: ~ f ~ l ~ ~ ~~r / ~ ~ ~ ~.`."'^..'_'~"..r• /~i`. ~ ;,f ~.:,,r'~ ' f /~/~~►/~,~J / ~ ~ ~I / ~~r 1 ! ~ r ~ 1 Y ~ - , , ~ \ If L 13 ~i--`- ' „"ir,p~ 3 ' :r5 ° 'f~//'` ~~,/`J"✓ .C,:/ ~ ~ ~~i ~ ~ Uun' ~ \ / ♦ `~..~'Y'-~.~..w-•~ 11 ~`~•~~:'••~sy- ~ ~',t;' , woa+► 4 / ~ ~ /~M~(,' I ~ r 1f M tl J~ 1` ~ 0 I ~ ~1~~ ~ , "-i-; ~,j 4 • 7 6 i ' ` r+ , ~ ~ .---''Y,' 1 j,, ~ ~E ~i`% • `,G' l . I ~i I SHEIIEY $ 1 ■ o ~ , E ~ i /r ~ ~ ► ~ \ ~ , / u - ~ %~.-r'"~ „a:~ 3R . ! / I11O MT ~ st~r~e~ov~ly~!~'Y."~ ..-h ✓ ' , ~ .r i' I' ~ ~ ~ . ~ I 1 \'1 ~l .`1 r r y . • ~ ~ ~ , ~ ~ ~ ~ ~ ~ . • ~ ~ , fn 1~~ ,'9 ~ ' Ii / op ~ ~ ` % rt~1 ~iau t~ur~cl_ ~1~` . tt~j ~ d Y ' 1 , ~ / • ~ 1 ' ,~~-1 ~ • rr ~ i i / i i O ( ` ` \ < < ~ ' • / ~ -~.~~1 1 j % / ~ Z s~ ~ I ~ • . C JRE '~~'~V / ~ ~ ~ i : ~ \ r~~ i i ~ ~M.. ~ ' r~~`~' /%,I /'f, . ~ ,i ' • • ~ ~ ~i~'~ 1 ' l~ Gu r I& ~ Pi 4< e:'9 SHELLEY LAKE 3RD ADDITION STINORTHWEST FIELD REPORT # 2 0 /o ( so~,s, TESTING & INSPECTION DATE, .4//~ , pAGE 3 OF 3: C-70-S00567 3628 E. FERRY SPOKANE, WA 99202 509-534-9111 FAX 509-534-9755 ' ~ NORTHWEST DAILY FIELD REPORT ~ - - - ~ Proiect Information Projecl Name: Date: SHELLEY LAKE 22) 4-19-01 Project No.: Report No.: C-70-S000567 21 Weather Arrival Time: Departure Time: CLEAR 40 DEGREES t 7:00 9:30 Client: Local Representative / phone number Landmark Development Buster Heitman General Contractor: Site Representative I phone number C& B Excavation Bob Heitman Subcontrac#or STI Projed Manager I phone numbEr Inland Asphalt Co Brucs Howard 509-534-971 1 Page No. of 1 3 ~ Manpower and Equipment Used single drum 3 ton roller, water trucks, cat blade 1400c, Field Observations Anived on site upon request of the contractor, so density testing could be performed on the subgrade material on5helleylake !Drive and ktchford Rpad. All test results are attached to this report. ASTM D- 2922 test method was used for compaction testing. See map attached for location of testing. Inland Asphalt Ca, is doing the subgrade prep and will also be doing the crushed surfacing as well. From visual inspection the sub grade apears to meet plan specs for the roadway sections. The crushed rock material is being placed on this day as well. _ L~[~r~•~ ~ t STI Field Representative Contractor's Representative /db HIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY TIL REVIEWEO AND SIGNED BY THE STI CONSTRUCTION ENGINEER AND/OR ST ROJECT NAGER. 4241a evDate I Project Manager Date Corresponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 iWTl NORTHWEST (509) 534-9711 Faz (509) 534-9755 RI RT OF FIELD COMPACTION TESTS Date: 4-19-01 Project C-70-SO00567 Client: Landmark Development Project Description: Construction Testing Senrices Buster Heitman Shelley Lake 3"dAddition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 21 Page 2 of 3 Density Std: 48129 Moisture Std: 9321 Techaiciran: Frank Willingham Date I.OCSLIOri Depth Bdaw Wet Moasluro % Dry Mataiel Peromt Pass or Roteat of DT TCSi SCj. Elevabim Den.qity DensitY Type Campactioa Fai7 No. NO. (pU) ~ S6eQey Lakde Road 1 4-19-01 10+50 SG 147.8 8.0 ~ 136.8 1 97 P 2 4-19-01 11+30 SG ~ 147.0 7.2 137.1 1 97 i P 3~ 4-19-01 12+10 SG 148.5 8.0 137.5 1 97 P 4 4-19-01 i 2+90 SG 142.2 6.3 133.8 1 95 P 4-19-01 13+70 SG ~ 145.5 ~ 6.1 ~ 137.2 1 97 P ~ 4-19-01 14+50 SG 147.8 6.7 ~ 138.5 1 98 P 7 4-19-01 15+30 SG 146.1 8.3 135.0 1. 95 P 8 4-19-01 16+10 SG 146.9 ~ 7.3 137.0 1 97 P d 9 4-19-01 16+90 SG 147.4 9.2 135.0 ~ 1 95 P 10 4-19-01 17+70 SG 146.6 8.6 ~ 134.9 1 95 P Rotchford Drive 11 4-19-01 12+50 SG 147.1 7.6 136.7 1 96 P ~ 12 4-19-01 12+00 SG 146.7 6.6 137.6 1 97 P 13 4-19-01 11+25 SG 144.0 7.5 134.0 ~ 1 95 ~ P ~ 14 4-19-01 10+75 ~ SG ~ 145.6 7.1 136.5 ~ 1 96 + P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Saad Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ~ 0 Lzb swVlc 9 nescr;~~ mu OPL cm. Max aeniri Maist= aen;ty ~..~1.......~~ 1~ndy Umwl L 4.4 I . 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. ' TES: ffa)ffd C. Lehn ~q~- L ratory Supervisor ot~o ~ trl Ati V t~ M 1 ' ~ . 'p a -;gj,~4yjl► ` ; r . ~ ( 1 ~ ~ ; i ~ ~ , ~ ~ ~ ; , w . ! ` ~ `f 4 ~ ~ t~ i t ~ ~ `•1,•~ w C/j ~ , ti:' ~ •w, .,x ,1.~ . ~ '[40 , ~ ~ ~ ` ~ ~l ' ' ~ t ~ . . .%i Y'~ ~ . L ~ <<~`~;. . , . ` ~ : , . , , ~ ~ ~ ~`'1•~\~ ~ ~ r`Zi 4~ ~ al ~ '~1,,~ ~ ~ \ ~~l` C*41 x `,`:,,;t`•,~~,~,~ t ` ~ ~ ~ • : . - ~ ~ ~ ~ti\ ti`~;~~ ~.~,~i ~-i~ . ti~~-~..~``--! ~ • ~ X~;~\ . ~ y' ~1 1 i~ ti _ ~ - , If/ C, --r- \ r' , ~ ~ fr ! ~ ~ ~ ' j , v1 a~ • ~ j. ~ ~ , ' ~ 0 C~ X Q~~ ` r ' ~ ~ ~ .~F-,~• ro ►n , ~ Aj,. 1 ~f J ~'r~ j' . 1 a , , ~ ~fe,, , r ~ •~,q f..-! ~w A~. o -aQ~ ,-1 r ~ :►C~~ i ~ ~ ; ' / ~ f ' ~ip/1• 2 ' O ~ ~ , ~r ! ~ : ~ / ^ 2 . i - _ \ ` / f I ~ y,~,,.,.- " • I ~ \ y~ / , ~ / ►3,...~-.-a ' ~ i - ~ ~ ~ ~ . ; ' ~ ~a 1 / • ~ i / ~ ~ ~ i~~ ~ f . I / ~ • . , w , ' i; ~ ! ~~~R . ~ ~ , ~ ~ , r c.~.,~~ _ ~ t ~ L..--• ° 'y ;7,.~„-...-" _ --•J;'.:,-w,._ .Y.ic Q / / ~ I ' 1 ✓ • • --''y~1• 'y ! ~ ; ~ ~ ~ j ~j / ~ti r% '~►01 ' _ , ° ~ , ; , ~ ~ ~'r i ----r•i~;-,~ i , o ► ~ t~ f~ I _1 / v► , ~ ; l , ~ ~ . ~ + _ -~f ~ f• - o} ~~I j ~',If' ~ f . : - ; ~ . ' ' I i~ ~ ' ' J~ ~ ~ j i ` . t / 1 ~ i j I ~ ~ ✓ t~ i ' ~ + 1\\ 1~ s, : ~V17NORTHWEST ~ DAILY FIELD REPORT Proiect tnformativn Prvject Name: Date; SHELLEY LAKE 5 4-25-0 1 Praject Na.. Repvrt No.: C-70-5000567 22 Weather Arrival Time; Departure Tirne: CLEAR 75 DEGREES 11:45 14:30 CWnk: Lacal Representative 1 phone nurnber Landmark Develapment Bus#er Heitman G-eneral Contractoc Siie Rep~resentative ! phvne number C & B Excavatian Bob Heitman Subaantractar STt Project Manager I phone number Johnson Concrete Sruce Howard 509-534-9711 Page No. of l 3 ~ Manpawer a n d Equipment Used cpm mix truck,s, 6 personnel (Jahnson concrete), curb machine. . Field Observations Arrived on site upon reguest af the cantrsctQr, sa concrete teating could be performed anshelleyVak~ Lane. The aFe$ being tesked is a retest section, 492 feet nf the curb and gutters are being replaced due to a survey bust on staking. Jim Johnsan cnncrete have removed old sec#ion. After recheck'rng the string line arrd roadway width this sectinns appears to be ready for concrete. See attached rnap for testirtg and replac,ement area. After concrete curb and gutter type "R" was placed the messured roadway section is now 26' feet fram guttet to gutter, this meets plan specs. The type "R„ curb and gutters seem to meet plan and counfiy specs. Shel1y ; ake ane will be regraded bytnIand AsphaltGn. Af#er nland is done with shelley lake lane density testing will need to be perforlned on the roadway section befor ac is placed. Rotchford Drive is being graded for cuh and gutters and s#ring line is also being placed as well, the c urb and g,utters type „B " uri lI be placed on a later date. , . ~ STT Fie d Representative Contractor's Representative HI5 DDCl1MEht7 ANO REFERENOEO AUDENf3A ARE 70 BE COMSiDEFtED PREMNARY UhITIL FtEVIEWED AWd SIGHEa 8Y THE STI GON TRUCTIDN EkdOIVEER ANi?fDR STI ECT ~EF~. R~ev' ed by ~a~~ 7' roject 11~Ianager Date ~ a Corfespanding Qeficiency Report Na: I b bN ~ t~ O 00 ~ APA ~ tt ~ ~ ,,~t"~~`~ ~1~• 't I`~n1 ~ 1 f ; c„ t.f C~j b N ~~y , i.,. 4 k ' ~ `'e~ ~ ~ ~ i \ i ~a t~~► C'' , ~s ~t i ~ 1 Y ~ t} l i, 1 ~ ~:~~•i`:~~~`~1.', ~ . $ S ♦ 1 ~ ♦ ~ ~,sj ~ ~ i~~ ~ i ~~,LV ~~t',~i~~~ ~ t}'~~;~ ~ c,p .y ~ . \ ` t • ~ ► ti~~ , ~^r'~1 • ~ ~ Z~t ~ c„ 4 . t 1~ 1 ` ; . , • ,t , , ; .~~.r: L,, r y ~ ; S } , , . i l~ ` 1 ~ 1 ' ; I ~ +v! O ' ti ; t 1 i~ `.1 L; \ `1 . l , ,~1 ~ `1 `1fp, ♦ i~ \ ,~1,~~ ~ ~ 11~ l~`1 ~~$F~ ti ~ t,, \ ~ ~ 1 ,`at ~ • ~ ; b ~ ~ ti t~ ~ ~ ` ~ ~ 1~;, ~p~~ ,'t ~ L, ~i~~\~ ~'i! ~ ' ~ ' 4 ~ ~ ♦ ~ ~ ~"~b~ .~~~.\'i~~ ~Q ~ ~ . ~ ~ ~ > `l` 1\`~~~, ~ • ~ ~ ~ y i ~,l~o~,•~. ~ , 0 ti ti ` \ ~ ~ ~ • ` ' ; \ \ • \ . l~`~ ~ y ~ ~f " ` ' ~i ~ ``l`` \ 1~~ R1 0 , . • ' ~ ~ ' ` ~ ;a r b ~ : i ~ ` ` ~ 0 ove ` ' f/~ y ~ ~ ''r , . I ..t ~ (U M r' 4N.N,. b► ~ ~ ~t r ff ~ ~ ~ ..-•----.t 4 a r rq - Z" <;1 ~ d; ,~;:,I,,~. - _ p ~ ~ ~ r; ~f!l ~,~i f, t J _ D~ ♦ ..s / ~ /V 1 r ' ; .!J.r~-"'~~-- " . O ~ lV . 1 _ ` . ♦ j / /I I/ / I Ij///~~~~ i!/~/ ~,,,.r I ~ ~ ~ ~ ♦ I / O I t ~ ~ ~~/~i , ~',yf' ~ ~ ~ '"'j Q~ / /~~i ~ ''.o ' ~ - ; , j / ~ ~201oi'~~ t . Q~ t ~ ~ ( • /`n ~ S ;1 ~ i, / ~i~,~'r"~.. i. y ~ ~ • ti ~ ; r ~ ~ ; , , , .,i ~ ~ ~ ~ r~ E ~ ~`ti;~, 1; ~ { ~ t t 1; ;`.~f ' . 8t ~ ! ~ ~ ~ ~ ~{',1~ iM ~ ; ; ' , ia ' ` ; ~ IS ` ~ ~;..:s , . j '1 ` ~ ~ 's, , L 4 ; ' 1 l ~ ~ ' ~ ~ ; S~.-':/~%"'`~? ~~'i%'='"% 1 • , ~ . ~•.x rI. 7rr ~ , _ r • L PROJECT:_~~,~-,~/ o ~ ~PROJECT No.: C --?o 9 ~~G ~(lfJ ~ - , REPORT No.: ;M N 5- a OR~~~Sr DA~: / T'ECH: 3628 E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND TElST REPORT ; (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA t CONCRETE SUPPLIER MI7KNa: . . DATE OF SAMPLE TRUCK No.: TEHE OFSAMPLE TIG'KETNa: wE►TEWxnrTM 70° G . 3,ACKS CEMENT / GY. C~'- ?.f " . sAMPLETYPE eo .,q,P TYPE cEMENT 00G - 1 srRVClvxE TYn►E aAres TM sAMI'Li LocATtorr LLCjr:j- u . Evn rrAcEMErrr TnM / - Ir a . tsxr; AgT a► Gcazck- C3f~,Sr A.) ADMIIC1ZIRES ( T+0'I'AL CUBIC YARDS PLACID MAX AG4REGATE SiZE SAMPYE TAKEN FROM / m C.Y. of _Z 7. / BATCH WATER (tbs) C, (3 c.rc Boz YP 5~ o,--) cALgA4r. yCAvf ie?. ~ wATEIL-cENUrrr RuTIo 3 Notem DESIGN STRENGTH FIELD * TESMG DATA . ' TES'T RESULZ`S SPECRUD VALUES SLUNiP (1/4 in.) [AST'M C 1431 l¢ IA coriMTE TEWERaTuRE [asTm cio64] 70 °x' S'o fa° l' AIIt C4NTEIVT (0.1 [ASTM C 231 ] 15, l _ ( ~ . WATER ADDED (gaI) ~ WATER:CEMENT RATIQ ~ . LAB4RATORY TESTiNG DATA LAB FIEID DATE TEST A(3E SIZE ARBA 'POTAL STRENGTH TECH BREAK- ID No. ID REC'D DATE (Days) (sq. In,) LpqD (Lbs) (psi) TYPE . c -34q #4 ~ . . . 4 G ~~'O~ ~"t3'O~_~ , . • . . ~ « , ~ SAMPLED BY~t c,~1 CHECKED BY REVIEWED BY ASTM C31,C39,C511,C617,C1231 ' O:iSTM.ABWORMWONCR REPORT V2.0 3/00 A 7 / NORTHWEST . DAILY FIELD REPORT Proiect Information Project Name: Date: SHELLEY LAKE 3 R~o 512/01 Project No.: Repart No.: C-70-S000567 23 Weather Arrival Time: Departure Time: CLEAR 75 DEGREES 11:00 12:30 Client: Local Representative 1 phone number Landmark Development Buster Heitman General Contractor: Site RepresQntative 1 phone number C& B Excavation Bob Heitman Subcontractor STI Project Manager I phone number Inland Asphalt Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used , 1 operator, vibratory roller Field Observations Arrived on site upon request of the contractor, and tested compacted CSTC. The entire roadway passed compaction requirements. . 1 ~ STI Field R 4ntat*ive Contractor's Representative HiS DOCUMENT ANO REFERENCED ADDENDA ARE TO BE CONSIDERED PREl1M1NARY UNT11 EWEO AND SIGNED BY THE STI C4NSTRUCTION ENGINEER ANDIOR STI PR CT MANA . ~ ~ d DI ~ S~~a evie d by Date ST roject Manager Date Corresponding Defiaency Report No: 3628 East Ferry Spokane, WA 99202 JV7'~ NORTHWEST (509) 534-9711 Fax (509) 534-9755 Ri IRT OF FIELD COMPACTION TESTS Date: 5/02/01 Project C-70-S000567 Client: Landmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 31 Addition 8225 North Division Street Spokane, Washington Spokane, WA 99208 Field Report 23 Page 2 of 3 Density Std: 48129 Moisture Std: 9321 Technician: Tim Johnson Date Location Depih Balow Wet Moisture % Dry Material Percent Pass or Retest of DT Test SG. Elevation Density Densiry Type Compaction Fai) No. N0. (PCF) ~ Shelley Lake Road ~ 1 5/02/O1 10+25 CL 145.3 4.7 138.7 ~ CSTC 102 ~ P ~ 2 ~ 5/02/O1 11+50 CL 140.2 4.4 134.3 CSTC 99 P 3 5/02/O1 13+30 CL 135.9 5.1 129.3 CSTC 95.4 P 4+ 5/02/O1 14+50 7' LT 141.9 4.3 136.0 CSTC 100 P 5/02/O1 16+00 11' LT 134.9 4.2 129.4 CSTC 95.5 P 6 5/02/O1 17+30 CL 142.4 4.7 136.0 ~ CSTC 100 P 7 5/02/O1 18+35 10' RT 143.6 4.1 137.9 CSTC 101 P ~ ~ • ~ ~ ~ ~ ~ 1 1 i r X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lab Sample # Description max opG corr Max density Moisture densiry ICSTC From Inland As~Jt ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. _ .JTES: vid C. Lehn (69, aboratory Supervisor y.t i /i~ ~ t•s•~:• ti . . ~ ~ ~ • ~11~~//Fib~'l"'%i'-~/ .i..// ~,,,Ir1~1=, 11~t t ~ 1 t 1 j!%,~~~i~ -:%;J~ ~~`r~~ 191~ t ~ ~ ~ t / t 1 ~l;~'~/,%r!/--,-`..;,.1~',''~ ~'~1,.~ ~1 ~ ~ ; ~ ti , k'' l/f'~%• l~l : l~ , ~1 ~ % i ! t ~~~r"~' ~ / ~t \ i ~l~ ~ !'i - ~y' 1 ~ • t . , r•• ~ ~ : ? ~ I! : t -r'"~ , ~s vi:~ t ~ ~ • % j ~ ~ ~ ~.~,~~r;,.`, j ~ ;i~% ~t ~ j~ ~j~ ~_,~_--1 l~ ~ ~ 1 ~ . ~ ' l-~``; ► i ~ , , P : • , ~ . ; ~i ~ j ~ O ; ac.-.. / r-----~' ~ . , ► . :r'' ! ' ~ r,~~.%: ~ ~ ~ _ ~ ; , f~ r •i , ~ ...r,,, ~ f f r`._~ ~ ~ ` ~ ~ 1 i Ct~ ~ . ~ ~ ; ~1 ' , ~ • ~ " / ` ' q ; r r j~ i~ > r• ~ ~ , ~ ~ol~~ i.~f~ j'1 l~ ► ' ~ ~y ~ -.•i~,.~~~% • ~ I f , ~ ~ ~ ~ ~ / • ` . . l 0 0 .0, ~j ~ ' • `1 ~ ~ UI? Z~ oo," . • 'ii'f~'/ ` ' - ! •~il ,f J ~ ~ ~ / / ~ Z 41 ---.,..,9~`Y CV N ~ ~ ~ ~ , i . ► ~ ~ ; ~ ~ ~ ; ! ~ M ~ ~ ` R'' ~ , W Y6 F 0. ; W W CAr. ~ `•w, I ~ ~ i ~ ~r ' "'J Q YI W ~bo) t ti. f~ p. • i ~ 4D J • t ~ ~ ~ ~ ~ , ~ 1 ~r~ ti 'Z,•t K ~ . . ~ ' ` ~ Z ~ ~ ~ ~`•1~,~ ~ w y, ''Y~'''~ O ~ `oZ x^ ~ ~ -~L-. \ ~ ♦ S ~ Q+( ~ ti,~ ~ ~ \ ~ ~ ~ ~ ~ ~\1.-~~~~~~`.+~ t ~ ,1 ' t ~ ` ~ `\'t•~`~: 1~\t ~ ~ ~ ~ ~ ~ . ~ . ~~~q ~ , ' . t~`~,•,~,,~`~.~.~ ` ~ ~ ` ~ i/) ~ . ~ es8 • ' ~ ~ ; ~ ~ ~ ~ ~ . V \ t~ : ~ , ~ ~ : b ~ : , p ~ • •.,;,•n i. •ti \ ~ ~~,3`,•'~~ , ~ ~ ' ~ N Qs- ~ L • x . ' . tT ~ ~ ~ ; , • ~ ~ ( ~~Q i~ ~ ~ i i ` o~ i' , ~ • , ~ \ . ~ '~.'t ~ : ~ ~ r~ , i t ~ ~ ~ ; , ~ ` ~ ~ • • ti ~ , t' , , ~ ' ~ % 00 ~ ~c r, c N77NORTHWEST ~ DAILY FIELD REPORT Proiect Information Project Name: Date: SHELLEY LAKE 3 a'° 5110/01 Project No.: Report No.: C-70-S000567 24 Weather Arrival Time: Departure Time: clear, mild 845 1030 Client: Local Representative ! phone number Landmark Development Buster Heitman General Contractor: Site Representative / phone number C& B Excavation Bob Heitman - Suboontractor STf Project Manager ! phone number Bruce Howard 509-534-9711 Page No. of 1 2 Manpower and Equipment Used Hitachi EX370, Volvo L30B toader, vibratory smooth drum roller 4 men Field Observations I arrived on site at contractor's request to observe the piacement of a new manhole at the end of the existing stub on Shelley Lake Ln (-19+20, County location 164.9/8.8). At the time of my arrival, one stick of pipe (13) had been removed from the existing 10" PVC stub line and -2' of PVC added to transition from the bell end. The depth of the pipe was -20' below natural gound. - With the help of the contractor, I measured the difference in elevation of the pipe between MH 23 and the end of the current length of stub as 0.42'. About one foot of pipe and a cap was placed on the inlet side of the new manhole. The manhole was placed on native, undisturbed materiat which had been leveled. After the manhole base was placed, but before additional barrels were added, I measured the vertical distance as 0.46'. I observed screened bedding placed over the pipe and up -3' on the manhole. Another -3' of native filt was placed and the contractor began rolling. I requested the line be re-air tested due to the construction activities. . ST ield presentati Contractor's Representative IW THIS OOCUMENT AND REFERENCEO ADDENDA ARE TO 8E COlVSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: I , ~ o~o, M,"~,,,,~~► ~ 24, t.~ N,. R.44 E r~~ ~Nn', . ~-0►~,~ , f~ S j~/"'~LY H/±T1u, . WA SHI ~ w M • E :f;,;,fr / i/ , ~ , ; ADorn $ oA►~WCA11p~ (k, ~ ~ . ;4 a"~ ~;:%~f ~ I ~ ~~~'i-• ! ~ ,i , ~ ;1 I ; ( << 11 1 M Wo ~ i ' ~ ' : t ~ ~ ~ • t~ ~i~ i~ ~1 1 1~ s ~ ~ 1 ' , I ;t (I~ ' r ,~~'.~p/~I ~ , / ' ~J f' ` ~ y t `1 ~ , t'/ i , t ti` ~ ~ }~t~;,} 1'~'i N,` r~;':~~~~,~"j ~/~{+~/~r~~~~ ~ il / ~ ~ ` ~ ~ i'~ t~... ~ 1,\~ I : i - / I / f~ ~ ~ \ \ . \ ' ~ 1` ~ + ` ~ ; ,,•r'I t~ / Y.~~ '~j . ~ i`~ ' ~ t ~ `S~ \ i~ \5 •'r '?~''.~'i~if~ f ~ ~j ` ~ ~ ~ 1 \ `l ~!J ~ i ~ t1 ``1t\';1W~ A. . ♦ ~~f ~~j l~ ` ~ t'~ 1` fi;.; r i f ;P~ ~ •1p~ ~ • ~~`l~~ ~ 1~ 1~t1?~\ `~~'`~,,~.;;if~t%J~,~\~ ~~~Y r✓~ .atr, % ~i%~ ~ ~ ~ ~ ( , ~l ~ ~ ' ~ ,i~, ~ f I~ / ~ ~ \ ~ ~S ~ \~.~`''r ~ ~3 ~)1'\ \ \ Z ~ j ,~~•l'~ ~ ,r' f ~ ~f i ~ ~~1 w~ :~ti' a ~ ! y ~~h W { ,,,1.. ~ +,.~~~Y'•~,I~~i~ f'+ /f , / ~ ~ ♦ ~ ~ , l f"~!/ .._.r' • ' ~ ~ , ~o` ~ ' ~ ~f.+C: r~T . ~ u~ O • ~ ` ` \ r. ~ ' ~ i ,,i ~ s!' r V ♦ \ r : ~ ~ 7 g 4 12 13 SMq~ 3 LAKE AODjn ~ `g 1 - "~j . t t~~l~':ii1~ ~III .9' ~J',;~ f~ ~ ` f"""' t~\~, Z\ 1 l „ ~G..-./ ! 7 1 y°'~'r.! ~ ~ ~ ' .y r ~ ~ ~ ~-.jf `+./l . 11 ~ f,_• ~ ~ ` ..''r t ' ~ ~ ~ 1 ~ ~ u?~,. / ' t ..,'>C~"" ` ',,~.t .1.~ ~ ✓ ~ r,T ~ y '4b / r ►u ~ ~ L . ~'..~.''~,.r• / sr' ~ / ~ .,..,_1 t i` I ~ 1 i .3 I . ti ' r"~~ 'f - • f r~ ~ , ` ."t~.. ` ~ / \ `J ~ u~f► / ! \ ~ ~~y~ , ♦ O ~ 4',Qr.4 , J ' ,,..`~~w~~T' ~w AKU So NOR?7E~ST ~ ~I'(E 3RD 3628 E, pE~~, ILS TES77NG g~ ~ I~LD REPpRT # a~DlTloN Spp~ i SP~CTI C. Ej WA 99202 ~N ~ DqTEC 509-534-9711 FqX 509-534.97 ss pAGE ~ oF ? c.70.%S00567 . _ ~ S17 NORTHINEST ~ DAILY FIELD REP4RT . Pmiect information Project Hame: Date: Shelley Lake 3rd 5111101 Project No.: Report No.: c-70-so00567 25 Weaftr Amva! Time: DeparbureTime: Sunny - 70° 11:00 12:30 CIieM: Locd ReMsentative / ptiaw numbw Landmark Qevelopment Buster Heitrnan Cenera! Contracbor. Ske Represeniative / phone number C& B Excavation Bob Heitman Suboontador ST! Project Manager / phone number Inland Asphalt Bruce Howard 509-534•9711 Page No. of 1 1 Manpow and Equipment Used (1) Tool Truck Fie1d Obseavatians An ived on site upon request of the Contractor. Observed au test on Shelley Lake Lane between MH 23 and 24 STA: 17+75 - 19+25. Approx. 140' mainline, and 20' sexvice and 30' servive=190' 10 minutes at 4.5 PSI held. (10" SS main) , q :resen. STI Fi e d tive Contractor's Representative TNlS ImWMENT AND REFEREliCEO ADDENDA ARE TO 6E CONS(DERED PitELIMI UIVTIL REVIEWEO ANO S1GtdED BY THE STI CON TRUCTIOl~I ENGINEER AND/OR S CT MANAGER. /Viewed by Date STI Project Manager Date t Corresponding De#iciency RepoR No: ,,0#177NORTHWEST ~ DAILY FIELD REPORT ~ . _ . - Prosect Information ProJect Name: Date: Shelley Lake 3rd 6/20/01 Project No.: Report No.: c-7as000567 26 Weather Arrival Time: Departure Time: Sunnymot 10:00 11:30 Client: Locaf Representative / phone nunber Landmark Devetopment Buster Heitman General Contracbor: Site Repneserttaave / phone number C& B Excavation Bob Heitman Subcontractor STI Projed Manager 1 phane number Inland Asphalt Bruce Howard 509-534-9711 Page No. of 1 3 - Manpower and EqWpmert Used (1) paver, (2) rollers, (1) finish roller. Fietd Observatioris Arrived on site upon request of the Contractor. At the time of arrival, Inland Asphalt was just completing paving of Shelley Lake Lane. Observed fiaish rolling of Shelley Lake Lane to flat even surface. Density tests of roadway using Inland Asphalts rice density of 153.8 pcf., an overall average of 93% compaction was achieved. , e- STI Field Representative Contractor's Representative TH(S DO(XIMIEIYT MtD REfERENCED ADDENQA ARE 70 BE CONSlDER£D PRELfMI Y UNTIL REVIEWED AND SIGNED BY THE S1'I CONSTRUCTIOM EhlGINEER ANDIOR S P ECT MANAGER.' 617 714, OZ6 Reviewed by Date STI Project Maaager Date Corresponding Deficiency Report No: 2214 East Riverside Spokane, WA 99202 .4Wr' NORTHWEST (509) 534-9711 Faz (509) 534-9755 RI 4T OF FIELD COMPACTION TESTS - Date: 6/20/01 Project C-70-S000567 Client: Laadmark Development Project Description: Construction Testing Services Buster Heitman Shelley Lake 3' Addition 8225 Narth Division Street Spokane, Washington Spokane, WA 99208 Field Report 26 Page 2 of 3 Density Std: 2213 Moisture Std: 675 Technician: Tim Johnson 1- ~ Test Date I.ocation ncp& Baow wec Masdm °1'o nq materiat pa=s pus or xeW orr NO. SG. Elevalian Density Density Type CoaTetion Fail No. (PCF) Shelley Lake Lane 1 6-20-01 10+25 right +8" 142.2 . 1 92 P 2 6-20-01 11+50 right +8" 139.9 1 91 P 3 6-20-01 13+40 right +8" 139.8 1 91 P ~ 4 ~ 6-20-01 14+25 right +8" 144.0 1 94 P 5 ~ 6-20-01 16+00 right +8" 144.5 ~ 1 94 P ~ 6-20-01 15+00 lane A +8" 141.7 1 92 P ~ 7 6-20-01 10+751eft +8" ~ 139.9 1 91 P 8 6-20-01 13+00 left +8" 142.6 1 93 P 9 6-20-01 14+50 left +8" 143.2 1 93 P 10 6-20-01 16+50 left +8" 146.2 1 95 P ~ 11 6-20-01 ~ 18+10 left +8" 145.0 1 94 P ~ ~ I . I I I I _ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cane Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Pructor # I.eb semple # Dcxciption mm opt. corr. Mmx deasity Moistme dcnsiry , - [nland Ac-uhait 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: . &V,6 , David C. Lehn Laboratory Supervisor SEC. 24, T.25 N., R.44 E.,W.M. , SPOKANE COUNIY, WASNINGTON , , 6 ~xi'ti j ~ ~►,M 1i' ~ d r~Y bucE ~ I ~1I / 1 f 4 ~ = t, f ! ~ f irI s A00111~~QF) i N aDO~ tiw urt At ~•~a Kava ~ ~to~D UA1~"iaa°o 5 ~ 2W.0 ~ n~ wrr t-y~1 ~t om~Ia ~ catowt ton.o imic.r.a ! / : ~ ► ~1 t t,'~ ~ `21, .,%%i ~ ~,1 ` /~4 / ~ \ \ , ~ p , ~j;i f!'i / f I f ! ~ ~ ~ \ ~ \ \ ~ ` ~ ~ 1` \ L", ~ ti T ~ ~ ~ ` B~O1111QfR'( 51. /.~%,/~~I r //i ~ ~ 1 ~ f y . e \ ' l 1 ~ 4 ~ 10'~~ 0 / . / , ~ I o \ - ~ . i /i /I ~ ~ / ,•R. i~ ;;,r,~,',,~ ~i~ f , ~ ~ f ' M~, : ~ . r ° ; i'i , f!!,,! . % ~ ~ /r ~ ~ ~ ^--~`-ti, ,,,.r"~.r,~ r ~,,~~'r ~ / / • r ~\~1"^ ''%~~/iI : ~ ~ ~ ♦ /17 I / ` ~ _4 ~?:_'r-_-'_',=%y~~'!-=~ ~ ,~!I '•tf ~ f i r~ \ ~ '11~ ~'V +X./'_-~,~,'~~'N+'./'''~ , ~f f!~/ i' ~ ~ ~ r y ~ ~ ~ ' ~.^"r .r ' . ' : f i .~„J 11 J I~,~': /I ' ~ ~ ~ 12 ~ ,,'r,:~~, ~ , ~ ~ • r 1 13 ~ • / ` ~ ~ M~'~~ "'.~~~D~ g 4 Q V _ _ y„ ~wA,,,•-' ~y~ f ,'~l ~ 1° S{QlY S 1.~ Q 1\` tj..-,• LAn 3R `^/y* .HM10RI? WW 11 2 i, ~ % / r „ ~ r'~ 1f ~ ~ ~ f Mt ✓ ~ , 1 ~ f ~ ~ _ ~1 1 ~ r ~ ` u , ; ~ . ~ J ~ uZun ,nuN PLAY' ~ J tAODIT / 1 1 ~t . i l. ' p/' ' j ~ \ gpUNp , STA u ,~'~,t,~ •t ~ ''1` ~ + w.. , / t' r ~ ,.r'"~+ `1' 1 f ~ ~ ~ 2 ~ f ` .r'. ' `!1 ~ r'~~~'~.,,•~ / ~ ~ 'r r ~RE ~ ~ i i~~v ti, f ~ yr,a ♦ O ~ •-"r'' 1 :`1 ~ ' r , ' ~ r i ` ~ 4'Vf l/~ ' ~ `L,'"'•-" ~ , t x 4 °Aw J 1 ~ - i 1 SH,ELLEY LAKE 3R1D ADDITION STI NORTHWEST FIELD REP T# soELs. TEST DATE: a( ING & INSPECTION 3628 E. FERRY PAGE ,/L OF ~ C-70-S00567 ~ SPOKANE, WA 99202 ,,1 - • , rAY srio.534-9755 Metro Engineering, Inc. _ Inspector's Daily Report Professiona! Civi! Engineers and Land Surveyors IDR Sheet of Sheets ~Final Record Book Page nqeei ,~a uaY STI-ShelleyLnke3rd ISu Mo Tu W Th Fr Sa 9-Ju1-04 ~ DIARY - Including but not limited to: a report of the days operations, time log (ff applicable), orders given and received, discussions with conVactor, and any applicable statements for the monthly estimate. Per#orrr►ed site visit with John Hohman of the Spokane Valley to discuss any/all issues pertnining to the Shelley Lnke Dev.': All construction items for Shelley Lake 3rd Addition are in conformnnce with the Design Plnns. John Hohman expressed hi: concerns regarding the size of the Drainage Pond (AB) and the size of the rip-rap pnd. I was nsked t6 check the size of th-E pond and evuluate the size of the rip-rap pcd per the drainnge report. Also, verification thnt the exisiting "punchlist" item, hnve been taken care of. I Ll i_ -9 I- -I I' I I, I 1-1- I _ .I -I- I I I I~~I I I I I I~ III I i I+ 1 11 _ I ~s I I I I I FFI < . (Signed) ~ Inspector Reviewed By • Date Metro Engineering, Inc. Inspector's Daily Report Professrona! Civil Engineers and Land Surveyors ' IDR Sheet 1 of 1 Sheets I Final Record Book Page Metro Repart #2 ST'I-ShelleyLnke3rd iSu Mo Tu W Th Fr Sa115-Ju1-04 DIARY - Including but not limited to: a report of the days operations, time log (if applicable), orders given and received, discussions with contractor, and any applicable statements for the monthly estimate. Site visit to inspect the size of the Drainage Pond and measure the rip-rap pnd. , Measured (taped-off) the pond bottom lengths to compnre with the design plnns: The constructed pond is larger thnn the designed pond. The three (3) drywells within the pond have had the rims raised to npproximately 8" above the pond botton A portion of the pond wns cleared and re-sodded with grass. It seemed as if the pond was lacking proper irrngntion in the past. During the site visit, n Inndscaping/sprinkler crew was on-site fixing and testing the irrigation system for the pond ai surrounding commen aren. The crew had finished their work prior to me lenving the site. I mensured the lengths of the rip-rap pnd and determined that the pad was much smaller than the design plans show. Further investigation of this will be needed. The mnjority of the curb/gutter was in good condition with minor to no cracks visable. At two (2) locntions I am recommending that the crncks be sealed to prevent nny further damnge. This was noted in the "punchlist" sent to Buster Heitman dnted 7/15/04. I completed n"punchlist" of items to be corrected for Shelley Lake 3rd Addition as a follow-up to my site visit. "Punchlist' was sent to Buster Heitman to inform him of the items remnining for the project. ~I ~ _ - I - -~I I ~ ~ - I I I I I~ I_I I_I e 6 ~I I_ I_I I _ 9 I - - I ---.s_- ~-I- I I - - ~ _ - I ; (Signed) Inspector . Reviewed By Date . Metro Engineering, Inc. Inspector's Daily Report Professiona! Civil Engineers and Land Surveyors IDR Sheet 1 of 1 Sheets IFinal Record Book Page Metro Report #3 STI-ShelleyLake3rd - ISu Mo Tu W Th Fr Sal6-Aug-04 DIARY - Including but not limited to: a repoR of the days operations, time log (if applicable), orders given and received, discussions with contractor, and any applicable statements for the monthly esbmate. Site Visit to visibly check the site due to "rniny" wenther conditions to inspect that the stormwater within this project was flowing as intended on the design plans. Prepnring "as-built" drnwings for this pro ject. Made a cnll to John Hohman to ask question nbout the gravel nccess into the detention pond. We agreed that the depth in the pond in not substahtial enough to warrnnt the use of a gravel nccess road to the bottom of the pond. Therefore, the grcvel access detail on the "ns-built" plans will be eliminated. Lane A is now Carnine Lane. The appropriute chnnges will be made on the "as-built" drawings . , - ~ ~ - - - - _T~ - C I ~ -I-I I - - ---I s- I - ---I--~ ~ - ~ - - - ~ ~ ( 9 ~ - ~ - 0FF j_~ i -III' I I I II! IIIIa P~ ~II~~IIIIIII I, (Signed) ~ Inspector Reviewed By . Date P9annln, Englnaar9ng. Archl#rcfura, lar'rdseaping Arch1tagi4,rv, LQr,¢ gureping ~~socIATESr INC. ~ _ ~ - - - ~ r J ~ . T - ` r~ S._ Y I ~ • y ~ ~ M MM vwmcmw a ~ ~ OR iYAL ~ ~ ~ ~ SUBMRTAL * ~ I ' R~RN ~ ~N~ A~ 1~101 ~ F~~~EIV~D ~ FE B 2 1 2001 , SPC]KANE, VIVA • DENVER, CO sPOKME cOUNr~EN~~~EER 1 . RECEItlED ~ ' . F E B 2 1 2001 SPOKANE COUNTY ENGINEER ' 1 ~ DRAINAGE REPORT ~ for ~ Shelley Lake - 3rd Addition Spokane County, Washington ' February, 2001 CLC #S000095 ~ Prepared by. . , CLC Associates, lnc. 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 ' This report has been prepared by Gloria M. Mantz, E.I.T, and the staffof CLC Associates, Inc. ' under the direction of the undersi9ned Professional en9ineer whose seal and si9nature appear hereon. , g P~~ K S oF T` ,~0► ~ ~ :,'tC: ~ P 'RECEIV~. : . FD ,-P 0036212 'O~FS. ~\1STCFL~ F E B 21 2001 L>` q s"0 ~ A L 'Er~^et `j 2101 SPOKAN~~ COUNTY ENGINtrH EXPIRES OS-18.OZ~ John F. Sawyers, P.E. ' ~ . ' DRAINAGE REPORT FOR SHELLEY LAKE - 3'd ADDITION INTRODUCTION ' Shelley Lake 31 Addition is part of the Sheiley Lake PUD Preliminary Plat and is adJacent to SheIley Lake 2"d Addition. Portions of Shelley Lake 3rd Addition in the developed conditions were included in the previously designed and approved 2"d Addition. PURPOSE The purpose of this report is to determine the extent of storm drainage facilities which will be required to dispose of the increase in stormwater runoff created by the development of Shelley Lake 3`d Addition. The storm drainage facilities for this project will be designed to dispose of runoff from ' ten and fifty year design storms. This development is within the Aquifer Sensitive Area of Spokane County and is subject to '208' requirements. For this project the 10 and 50 year curves from the Spokane, Medical Lake, Reardon, Cheney and Rockford intensity curves were used, as well as the ' SCS iso-pluvial rainfall curves. , ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, was used to determine the peak discharges and runoff volumes for all basins included in this report. PROJECT DESCRIPTION , Shelley Lake 31 Addition includes 23 lots of the 262 lots and 459 units in the approved preliminary plat and FEIS documents. The Shelley Lake subdivision is located in the NE 1/4 of the SE 1/4 of Section 24, T. 25 IV., R. 44 E., W.M. within Spokane County, Washington. TOPOGRAPHY The general slopeswithin this platvaryfrom nearlyflatwithin severaf natural saddlesto short slopes ' of up to 25-percent. Generally, the area covered by this report would be characterized as rolling. For development purposes, the natural sloping was used for design and is maintained as possible throughout the project. ' SOILS , As can be seen from the accompanying soils map from the Spokane County Soils Survey as performed by the United States Department of Agriculture (USDA) Soil Conservation Services (SCS), the site consists of soils type GmB. These soils are described as follows: GmB - Garrison very gravelly loam, 0 to 8 percent slopes: Soils within this soil type formed in gravelly glacial oufinrash material from a variety of igneous rock. These soils are described as somewhat excessively drained. Surface runoff is slow and the hazard of erosion is slight. Spokane County Guidelines for Stormwater Manaqement indicate this to be a Soil Group Type B and per- approved for drywell installation. CLC Associates, Inc. 1 Shelley Lake 3~d Addition ~ ' DRAINAGE NARRATIVE The offsite drainage which flows into Shelley Lake 3`dAddition has been incorporated into the basins included in this dr-ainage report. As Shelley Lake 3rd Addition is located within the Aquifer Sensitive Area of Spokane County, all onsite street and future street areas will be collected and treated using the '208' runoff method as described in the Spokane County Guidelines, for Stormwater ManaQement..To facilitate this analysis Shelley Lake 3`d Addition was divided into five basins (A, B, C, D, and E) as shown in the Basin Map. Table 1 lists the basin details. Basins A, B, C, and D were analyzed using developed conditions. Basin E was analyzed using undeveloped conditions which consists of ineadows. Additionally, basins A and B as delinated in the drainage analysis of the second phase dated March 1999 were revised because of changes in the basin boundaries. These basins are referred as Basin 2A and 2B in this report. ~ Table 1- Pond and Basin Summary ' ond and Basi Summa - Pond Basin otal AreA Total Weighted `C' *`208' Impe ious SFIA Impervious Area SF ea SF/AC , AB A 121,019/2.78 26,150/0.60 0.31 9,600 AB B 539609/1.23 18,075/0.41 0.40 7,500 ~ AB A&B 174,628/4.01 44,225/1.01 0.34 17,100 CD C 9,925/0.23 5,375/0.12 0.56 1,850 CD D 44,647 /1.02 13,550/0.31 0.38 6,500 CD C&D 54,572/1.25 18,925/0.43 0.42 8,350 - E E 120,510/2.77 0/0 . 0.30 0 ' A B 2A 104,875/2.41 40,317 /0.93 0.44 18,617 B B 2B 152,150/3.49 35,092 /0.81 0.35 177437 ' Total Impervious Area includes paved roadway area, 1600 s.f. per roof and 750 s.f. per driveway. `208' Impervious Area includes only the paved roadway area. B Shelley Lake 2nd Addition ponds. See Appendix for pond details. ' ' CLC Associates, Inc. 2 Shelley Lake 3rd Addition 1 ' "208" Calculations ' Within each basin, the street areas from back of curb to back of curb were calculated to.determine the required `208'storage. As shown on the `208' calculation worksheets included, the `208'storage volumes provided are adequate to perform the ` 208' treatment for the first half inch of rainfall. In ' addition to `208' treatment, the enclosed worksheets also show the calculations for the drywell requirements. The `208' storage and drywell requirements for each basin are summarized on the following Table 2. Table 2-`208' Treatment and Drywell Requirement Summary `208' Treatmenra&,d IrywelSumrr~aPond = asi `208' Volurn `20' Area Re uired'' `208' A~ea Drywe~'ts Require (CF) (SF Provided Required (SF AB A& B 713 1,426 2,210 3- Type B CDB C& D 348 696 961 0c EB E 0 0 1,225 0c A° 2A 776 See Note E 1,140 E 1- Type B B° 2B 727 1,454 2,192 1- Type B - ' A Based on a'208' stora9e depth of 6 inches. Side sloPe volume is not included. e Temporary pond. c Temporary gravel/perForated pipe were provided for the temporary ponds. ° Shelley Lake 2nd Addition ponds. E Based on a'208' storage depth of 8 inches and using side slopes, this area provides a'208' Volume of 856 cubic feet. See pond details from Shelley Lake 2"0 Addition in Appendix. ' Total Stormwater Storage Calculations ~ In addition to the `208' storage requirements, the total stormwater storage for the 10-year and 50- year design storms were also considered for all of the basins. Each of the ponds in Shelley Lake 3'd Addition will have the capacity to contain the required volume for the 50-year design storm with ' the exception of the offsite pond that receives runoff from Basin 2A and Basin 2B. Basin 2A includes runoff area from onsite sources only. Thus, it is only required to handle the 10-year design storm as per Spokane County Guidelines for Stormwater ManaQement. This information is summarized in the following Table 3. CLC Associates, Inc. 3 Shelley Lake 3rd Addition ' Table 3- 10-year and 50-year Stormwater Storage Volume Summary . ' 1 Q- e:ar gn ~ 5~ ea S• • olm - u Bow trin • Basinl' 0- e~i'o - 0- eo um o, c~ ~ P. u~n,. , Req, i, ,reC) Requ' c~ tC~ C" AB A& B 842 1,828 2,487 , CD C& D 627 1,012 1,147 E E N/A 1,865 1,927 , . A B 2A 1,305 2,027 1,347 Bg 2B 1,561 2,468 2,600 A Volume Provided is calculated using 1 foot depth and including side slope volume. e Shelley Lake 2nd Addition ponds. See Appendix for pond details. As can be seen in Table 3 all of the ponds will contain the 10-year and 50-year design storms with the exception of the offsite pond for Basin 2A. However, the 50 year storm volume is contained in the total pond depth. ' Curb Drop/Inlet Analysis The inlets for Pond AB are in sump condition. Curb inlet analysis calculations are included in the - appendix. Conclusion As demonstrated by the calculations and body of this report the storm drainage facilities provided in this design will adequately remove from the streets, store and dispose of the stormwaterfrom the t site for the 10-year design storm as required by Spokane County. Calculation worksheets for the 50-year storm event have been provided to evaluate the performance of the designed drainage facilities. Additionally, the required '208' treatment area is provided for the runoff from the street impervious areas. ' CLC Associates, Inc. 4 Shelley Lake 3`d Addition ' Index Soils Map Vicinity Map Bowstring Calculations ~ Inlet Calculations Pipe Calculations Gravel Sump Calculations . ~ . . 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RA ~ ,..,CHAPMAN N ~ ,':d. . , o ;BARKER BA~K i.i~..... ,,t~ . : ; ~ ;I 1 BOWSTRING CALCULATIONS 10 Year Design Storm 50 Year Design Storm PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITIC 10-Year Design Storm BASIN: A Tot. Area 121,019 SF 2.78 Acres Imp. Area 26150 SF C = 0.31 Lawns 0.15 Pavement 0.90 CASE 1 235 ft. Overland Flow Ct = 0.15 - L = 235 ft. n, = 0,40 S = 0.0150 Tc = 8.07 min., by Equation 3-2 of Guidelines 465 ft. Gutter flow Z1= 50.0 For Z2 Z2 = 3.5 Type B =1.0 n = 0.016 Rolled = 3.5 , S = 4,0080 d = 0.1932 ft. A R Q Tc Tc total I Qc 1.00 0.10 1.75 4.43 12.50 2.02 1.75 Qpeak for Case 1=1.75 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 1.72 cfs So, the Peak flow for the Basin is the greater of the two flows, 1,75 cfs ~w r ~ ~ ~ ~ ~ ~ i■r ~ ~ ~ ~ ~ ~ ~ r i ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITIO 10-Year Design Storm BASIN: B , Tot. Area 53,609 SF 123 Acres Imp. Area 18075 SF C = 0,40 Lawns 0.15 . Pavement 0.90 , CASE 1 . 75 ft. Overland Flow Ct= 0.15 L = 75 ft. n = 0.40 S = 0.0100 Tc = 4.60 min., by Equation 3-2 of Guidelines 465 ft. Gutter flow Z1= 50.0 For Z2 Z2 = 3.5 Type B =1.0 n = 0.016 Rolled = 3.5 S = 0.0080 d = 0.1645 ft. A R Q Tc Tc total I Qc , 0.72 0.08 1.14 4.93 9.52 2.30 1.14 Qpeak for Case 1= 1.14 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 1.19 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.19 cfs • ~ MIM m mmw mm m m mm m mmmmm PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITI BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: AB OESIGNER: GMM BASIN: AB • DATE: 20•Feb-01 Tot. Area 174,628 SF 4.01 Acres Imp, Area 44225 SF Time Increment (min) 5 C= 0.34 Lawns 0.15 Tlme of Conc. (min) 12,03 Pavement 0.90 Outflow (cfs) 3 CASE 1 Design Year Flow 10 Area (acres) 4.01 235 ft. Overland Flow Impervious Area (sq ft) 44225 'C Factor 0.34 Ct = 0,15 Area ; C' 1.363 L= 235 ft. Asphaltic Area 17,100 n = 0.40 S= 0.0150 Time : Time Inc. Intens. Q Devel, Vol.ln Vol,Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 8.07 min., by Equation 3-2 of Guidelines 12.03 722 1.35 2.91 2811 2166 645 465 ft. Gutter flow 5 300 3.18 4,33 1742 900 842 10 600 2.24 3.05 2454 1800 654 Z1= 50.0 For Z2 15 900 1.77 2,41 2763 2700 63 Z2 = 3.5 Type 8=1.4 20 1200 1.45 1,98 2856 3600 -744 n= 0.016 Roiled = 3,5 25 1500 1.21 1.65 2878 4500 -1622 S= 0.0080 30 1800 1.04 1,42 2899 5400 -2501 35 2100 0.91 124 2909 6300 •3391 d= 0.2287 ft. 40 2400 0.82 1,12 2956 7200 -4244 45 2700 0.74 1,01 2970 8100 -5130 50 3000 0.68 0.93 3008 9000 -5992 A R Q Tc Tc tatal I Qc 55 3300 0.64 0.87 3092 9900 -6808 1.40 0.11 2.74 3.96 12,03 2,01 2.74 60 3600 0.61 0.83 3197 10800 -7603 65 3900 0.60 0.82 3390 11700 -8310 Qpeak for Case 1= 2.74 cfs 70 4200 0.58 0.79 3514 12600 -9086 75 4500 0.56 0.16 3622 13500 -9878 80 4800 0.53 0,72 3644 14400 •10756 CASE 2 85 5100 0.52 0.71 3788 15300 •11512 90 5400 0,50 0,68 3847 16200 -12353 Case 2 assumes a Time of Concentration less than 5 minutes so that the 95 5700 0.49 0.67 3970 17100 •13130 peak flow =.90(3.18)(Imp. Area) = 2.91 cfs 100 6000 0.48 0.65 4085 18000 •13915 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the two Flows, Minimum "208" Volume Required 713 cu, ft 2.91 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS • 50 YEAR DESIGN, STORM Maximum Storage Required by Bowstring 842 cu ft Provided Storage Volume 2487 cu ft Number and Type of Drywells Required 0 Single 3 Double PEAK FLOW CALCULATION PROJEC7: SHELLEY LAKE 3RD ADDITI N BOWSTRING METHOD PROJECT, SHELLEY LAKE 3RD.ADDITION 10•Year Design Storm OETENTION BASIN DESIGN BASIN: AB (ROAD ONLI) DESIGNER; GMM BASIN: AB (ROAD ONLY) ' DATE: 20-Feb-01 Tot. Area 17100 SF 0.39 Acres Imp, Area 17100 SF Time Increment (mfn) 5 C= 0.90 Lawns 0.15 Time of Conc. (min) 5.00 Pavement 0.90 Outflow (cfs) 3 CASE 1 Design Year Flow 10 Area (acres) 0.39 ft. Overland Flow Impervious Area (sq ft) 17100 'C' Factor 0.90 Ct = 0.15 Area' C 0.353 L= 0 ft. AsphalbcArea 17,100 n = 0.40 S= 0.0150 Time ; Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage . (min) (sec) (inmr) (cfs) (cu tt) (cu ft) (cu ft) Tc = 0,00 min., by Equatlon 3-2 of Guidelines 5.00 300 3.18 1.12 452 900 -448 465 ft. Gutter flow 5 300 3,18 1.12 452 900 -448 10 600 2.24 0.79 556 1800 -1244 Z1 = 50.0 ForZ2 15 900 1,77 0.63 627 2700 -2073 Z2 = 3,5 Type B=1.0 20 1200 1,45 0.51 667 3600 -2933 n= 0.016 Roiled = 3.5 25 1500 1,21 0.43 685 4500 -3815 S= 0,0080 30 1800 1,04 0,37 699 5400 -4701 35 2100 0,91 0,32 TOB 6300 -5592 d= 0.1635 ft. 40 2400 0.82 0.29 725 7200 -6475 45 2700 0,74 0.26 733 8100 -7367 50 3000 0.68 0,24 745 9000 -8255 A R Q Tc Tc total I Qc 55 3300 0.64 0,23 769 9900 -9131 0.72 0,08 1.12 4,95 5.00 3.18 1,12 60 3600 0.61 0,22 798 10840 -10002 65 3900 0,60 0,21 848 11700 -10852 Qpeak for Case 1= 1.12 cfs 70 4200 0.58 0,20 882 12600 -11718 75 4500 0,56 0.20 911 13500 -12589 80 4800 0.53 0,19 918 14400 -13482 CASE 2 85 5100 0.52 0.18 956 15300 -14344 90 5400 0.50 0,18 972 16200 -15228 Case 2 assumes a Time of Concentration less than 5 minutes sa khat the 95 5700 0.49 0.17 1004 17100 -16096 peak flow =.90(3,18)(Imp. Area) = 1.12 cfs 100 6000 0.48 0.17 1035 18000 -16965 "208" TREATMENT REQUIREMENTS So, the Peak Flow for the Basin is the greater of the two flows, Minimum "208" Volume Required 713 cu ft 1.11 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50. YEAR DESIGN STORM . Maximum Storage Required by Bowstnng -448 cu ft Provided Storage Volume 2487 cu ft Number and Type of Drywelis Required 0 Single 3 Double . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~r r ir ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITI BOWSTRING METHOD PROJECT; SHELLEY LAKE 3RD AODITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: CD DESIGNER; GMM BASIN: CD ' DATE: 21-Feb-01 Tot. Area 54,572 SF 1,25 Acres Imp, Area 18925 SF Time Incremenl (min) 5 Meadow An 0 SF Time of Conc. (min) 8.28 C= 0,41 Lawns 0.15 Outflow (cfs) 0.44 Pavement 0.90 Design Year Flow 10 CASE 1 Meadow 0.3 Area (acres) 1,25 Impervious Area (sq ft) 18925 170 ft. Overland Flow 'C Factor 0.41 Area " C 0.514 Ct = 0.15 Asphaltic Area 8,350 L = 170 ft. . n= 0.40 Time ;Time Inc. Intens. Q Devel. Vol,ln Vol.Out Storage S = 0.0160 (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) 8.28 497 2.33 1.27 845 219 627 Tc = 6.52 min., by Equation 3•2 of Guidelines 5 300 3.18 1.63 657 132 525 205 ft, Gutterflow 10 600 2.24 1,15 885 264 621 15 900 1.77 0.91 972 396 576 Z1= 50,0 ForZ2 20 1200 1.45 0,74 1020 528 492 Z2 = 3,5 Type 8=1.0 25 1500 1.21 0.62 1038 660 378 n= 0,016 Rolled = 3.5 30 1800 1,04 0,53 1052 792 260 S= 0.0130 35 2100 0,91 0.47 1061 924 137 40 2400 0.82 0.42 1082 • 1056 26 ;.d = 0.1568 ft. 45 2700 0.74 0,38 1091 1188 -97 • 50 3000 0.68 0.35 1107 1320 -213 55 3300 0.64 0.33 1141 1452 -311 A R Q Tc Tc total I Qc 60 3600 0.61 0.31 1181 1584 -403 0.66 0.08 1.28 1,76 826 2.47 1.21 65 3900 0.60 0.31 1254 1716 -462 • 70 4200 0.58 0.30 1302 1848 -546 Qpeak jor Case 1= 1.27 cfs 75 4500 0.56 0.29 1343 1980 -637 80 4800 4.53 0.27 1353 2112 -759 85 5100 0.52 0,27 1408 2244 -836 CASE 2 90 5400 0,50 0,26 1431 2376 -945 95 5700 0,49 0.25 1477 2508 •1031 Case 2 assumes a Time of Concentration less than 5 minutes so that the 100 6000 0.48 0.25 1521 2640 -1119 . peak 8ow =,90(3.18)(Imp. Area) = 1.24 cfs "208" TREATMENT REQUIREMENTS . Minimum "208" Volume Required 348 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Treatment Votume 481 cu ft 1.27 cfs DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM Maximum Storage Required by Bowstnng 627 cu ft Provided Storage Volume 1147 cu ft Number and Type of Drywelis Requlred 1 Single 0 Double PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3RD AODITI BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: CD DESIGNER; GMM BASIN; CD ' DATE: 21•Feb-01 Tol. Area 54,572 SF 1,25 Acres Imp. Area 18925 SF Time Increment (min) 5 Meadow An 0 SF Time of Conc. (min) 8.28 C= 0.41 Lawns 0.15 Outflow (cfs) 0.44 Pavement 0.90 Design Year Flow 10 CASE 1 Meadow 0,3 Area (acres) 1,25 Impervious Area (sq ft) 18925 170 ft, Overland Flow 'C' Factor 0.41 Area ` C 0.514 Ct = 0,15 AsphalGc Area 8,350 L = 170 ft. n= 0,40 Time : Time Inc. Intens, Q Devel. Vol.ln Vol.Out Storage S = 0.0160 (min) (sec) {inmr} (cfs) (cu ft) (cu ft) (cu ft) 828 497 2,33 1,27 845 219 627 Tc = 6.52 min., by Equation 3-2 of Guidelines 5 300 3.18 1.63 657 132 525 205 ft. Gutter flow 10 600 2.24 1.15 885 264 621 15 900 1.77 0.91 972 396 576 Z1 = 50,0 ForZ2 20 1200 1,45 0,74 1020 528 492 Z2 = 3,5 Type B=1.0 25 1500 1,21 0.62 1038 660 378 n= 0.016 Rolled = 3.5 30 1800 1.04 0.53 1052 792 260 S= 0.0130 35 2100 0.91 0.47 1061 924 137 40 2400 0,82 0.42 1082 1056 26 d= 0.1565 ft., 45 2700 0.74 0.38 1091 1188 -97 50 3000 0.68 0,35 1107 1320 -213 55 3300 0.64 0.33 1141 1452 -311 A R Q Tc Tc total I Qc 60 3600 0.61 0.31 1181 1584 -403 0.66 0.08 1,27 1,76 8.28 2,47 1.27 65 3900 0.60 0.31 1254 1716 -462 70 4200 0.58 0.30 1302 1848 -546 Qpeak for Case 1= 1.27 cfs 75 4500 0.56 0.29 1343 1980 -637 80 4800 0.53 0.27 1353 2112 -759 85 5100 0.52 0.27 1408 2244 -836 CASE 2 90 5400 0.50 0.26 1431 2376 -945 95 5700 0.49 0.25 1477 2508 -1031 Case 2 assumes a Time of Concentration less than 5 minutes so that the 100 6000 0.48 0.25 1521 2640 -1119 peak flow =.90(3.18)(Imp, Area) = 1.24 cfs "208" TREATMENT REQUIREMENTS Minimum "208" Volume Requfred 348 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Treatment Volume 481 cu ft 1.27 cfs DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bawstring 627 cu ft Provlded Storage Volume 1147 cu ft Number and Type of Drywells Required 1 Single 0 Double w~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~r ~■r ~ ~ r ~r ~ r ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITI N BOWSTRING METHOD PROJECT; SHELLEY LAKE 3RD ADOITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: A-2nd AddiGon (ROAD ONLI) DESIGNER; GMM BASIN: A-2nd AddiGon (ROAD ONLY) ' DATE; 20-Feb-01 . Tot. Area 18,617 SF 0.43 Acres Imp, Area 18617 SF Time Increment (min) 5 C= 0.90 Lawns 0.15 Time of Conc. (min) 6.50 Pavement 0.90 Outflow (cfs) 1 CASE 1 Design Year Flow 10 Area (acres) 0.43 0 ft. Overiand Flow Impervious Area (sq ft) 18617 'C Factor 0.90 Ct = 0,15 Area • C 0.385 L= 0 ft, Asphaltic Area 18,617 n = 0.40 S= 0.0300 Time : Time Inc, Intens. Q Devel. Vol.ln Vol.Out Storage (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 0,00 min., by Equation 3-2 of Guidelines 6.50 390 2.79 1,22 639 390 249 765 ft, Gutter flow 5 300 3.18 1,22 492 300 192 10 600 2.24 0.86 631 600 31 Z1= 50.0 For Z2 15 900 1.77 0.68 703 900 -197 Z2 = 3.5 Type B=1.0 20 1200 1,45 0.56 743 1200 -457 n= 0.016 Rolled = 3.5 25 1500 121 0.47 760 1500 -740 S= 0,0150 30 1800 1,04 0.40 773 1800 -1027 35 2100 0.91 0.35 781 2100 -1319 d= 0,1430 ft, 40 2400 0,82 0.32 799 2400 -1601 45 2700 0,74 0.28 806 2700 -1894 50 3000 0,68 026 819 3000 -2181 A R Q Tc Tc total I Qc 55 3300 0.64 0.25 845 3300 -2455 0.55 4.07 1.07 6.50 6.50 2.78 1.07 60 3600 0.61 0.23 876 3600 -2724 65 3900 0.60 0.23 931 3900 -2969 Qpeak for Case 1= 1.07 cfs 70 4200 0,58 0.22 967 4200 -3233 75 4500 0.56 0.22 998 4500 -3502 80 4800 0.53 0.20 1006 4800 -3794 CASE 2 85 5100 0.52 0.20 1047 5100 -4053 90 5400 0.50 0.19 1064 5400 -4336 Case 2 assumes a Time of Concentration, less than 5 minutes so that the 95 5700 0.49 0.19 1099 5700 -4601 peak flow =,90(3.18)(Imp. Area) = 1.22 cfs 100 6000 0.48 0.18 1132 6000 •4868 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the lwo flows, Minimum "208" Volume Required 776 cu ft 1.22 cfs Provided Treatment Volume 856 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 249 cu ft Provided Storage Volume 1347 cu ft Number and Type of Orywells Required 0 Single 1 Double ~r ~ ~ r ~ ~r ~ r ~r ~ r ~■r ~ ~ r ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITtO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: A-2ndAddition DESIGNER; GMM BASIN: A-2nd Addition ' DATE: 20-Feb•01 Tot. Area 104,875 SF 2,41 Acres Imp, Area 40317 SF Time Increment (min) 5 C= 0.44 Lawns 0.15 Time of Conc. (min) 8.53 Pavement 0.90 Outflow (cfs) 1 CASE 1 Design Year Flow 10 Area (acres) 2.41 75 ft. Overland Flow Impervious Area (sq ft) 40317 'C' Factor 0.44 Ct = 0.15 Area' C 1,055 L= 15 ft, Asphaltic Area 18,617 n = 0.40 S= 0.0300 Time ,Time Inc, Intens. Q Devel. Vol.ln Vol.Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 3.31 min,, by Equation 3-2 of Guidelines 8.53 512 2.26 2.65 1817 512 1305 765 ft, Gutter flow 5 300 3.18 3.36 1349 300 1049 • 10 600 224 2.36 1830 600 1230 Z1= 50.0 ForZ2 15 900 1,77 1.87 2006 900 1106 Z2 = 3.5 Type B=1.0 20 , 1200 1,45 1.53 2103 1200 903 n= 0,016 Rolled = 3.5 25 1500 1,21 1,28 2138 1500 638 S= 0.0150 30 1800 1.04 1,10 2167 1800 367 35 2100 0.91 0.96 2184 2100 84 d,= 0.1985 ft. 40 2400 0.82 0.87 2227 2400 -173 45 2700 0,74 0.78 2244 2700 -456 50 3000 0.68 0,72 2278 3000 -722 A R Q Tc Tc total I Qc 55 3300 0,64 0,68 2346 3300 -954 1.05 0.10 2.57 522 8.53 2.44 2.57 60 3600 0.61 0,64 2429 3600 -1171 65 3900 0,60 0.63 2580 3900 •1320 Qpeak for Case 1= 2,57 cfs 70 4200 0,58 0.61 2677 4200 -1523 75 4500 0.56 0.59 2762 4500 -1738 80 4800 0.53 0,56 2782 4800 -2018 CASE 2 85 5100 0.52 0.55 2894 5100 -2206 90 5400 0.50 0,53 2941 5400 -2459 Case 2 assumes a Time of Concentration less than 5 minutes so that the 95 5700 0.49 0,52 3037 5700 -2663 peak flow =.90(3.18)(Imp. Area) = 2.65 cfs 100 6000 0.48 0,51 3127 6000 -2873 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the two flows, Minimum "208" Volume Required 776 cu ft 2.65 cfs Provided Treatment Volume 856 cu ft ' ORYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Requfred by Bowstring 1305 cu ft Provided Storage Volume 1347 cu ft Number and Type of Drywells Required 0 Singie 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITION BOWSTRING METHOD PROJECT; SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: B-2nd,AddiGon DESIGNER: GMM BASIN: B-2nd AddiGon ' DATE: 20-Feb-01 Tol. Area 152,150 SF 3.49 Aaes Imp, Area 35092 SF Time Increment (min) 5 Meadows 28040 Time of Conc. (min) 9.01 C= 0.35 Lawns 0.15 Outflow (cfs) 1 Pavement 0.90 Design Year Flow 10 . CASE 1 Meadows 0.3 Area (acres) 3.49 Impervious Area (sq ft) 35092 400 ft. Overland Flow 'C' Factor 0.35 Area' C 1.225 Ct = 0.15 Asphaltic Area 17,437 L = 400 fl, n= 0.40 Time Time Inc. Intens. Q Devel. Vol.ln Vol,Out Storage S = 0.0450 (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) 9.01 541 2.14 2.90 2102 541 1561 Tc = 7,99 min., by Equation 3-2 of Guidelines 5 300 3.18 3.89 1566 300 1266 200 ft. Gutter flow 10 600 2.24 2.74 2150 600 1550 15 900 1.77 2.17 2349 900 1449 Z1 = 50.0 For Z2 20 1200 1.45 1.78 2457 ` 1200 1257 Z2 = 3,5 Type 6 =1.0 25 1500 1.21 1,48 2495 1500 995 n= 0.016 Rolled = 3.5 30 1800 1.04 1.27 2527 1800 127 S= 0.0300 35 2100 0.91 1.11 2545 2100 445 40 2400 0.82 1,00 2595 2400 195 d= 0.1824 ft. 45 2700 0,74 0.91 2614 2700 -86 50 3000 0.68 0.83 2651 3000 -349 55 3300 0.64 0.78 2731 3300 •569 A R Q Tc Tc total I Qc 60 3600 0.61 0,75 2827 3600 -773 0.89 0.09 2,90 1.02 9.01 2.37 2.90 65 3900 0,60 0,73 3001 3900 -899 70 4200 0.56 0.71 3114 4200 •1086 Qpeak for Case 1= 2.90 cfs 75 4500 0.56 0.69 3212 4500 -1288 80 4800 0.53 0,65 3235 4800 -1565 85 5100 0,52 0,64 3365 5100 •1735 CASE 2 90 5400 0.50 0.61 3419 5400 -1981 95 5700 0.49 0.60 3531 5700 -2169 Case 2 assumes a Time of Concentrafion less than 5 minutes so that the 100 6000 0.48 0,59 3635 6000 -2365 peak flow =.90(3.18)(Imp. Area) = 2.31 cfs "208" TREATMENT REQUIREMENTS Minimum "208" Volume Required 727 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Treatment Volume 1,454 cu ft , 2,90 cfs DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM Maximum Storage Required by BowsUing 1561 cu ft Provided Storage Volume 2600 cu ft Number and Type of Drywells Required 0 Single 1 Double ~ ~ ~ ~ ~■r ~r ~ ~■r ~ ~r r ~ ~r r ~ ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITI BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: B-2nd Addidon (ROAD.ONLY) DESIGNER: GMM BASIN: B-2nd Addition (ROAD ONLY) ' DATE: 20-Feb•01 Tot. Area 17,437 SF 0.40 Acres Imp, Area 17437 SF Time Increment (min) 5 C= 0.90 Lawns 0.15 Time of Conc. (min) 5.00 Pavement 0.90 Outflow (cfs) 1 CASE 1 Design Year Flaw 10 Area (acres) 0.40 0 ft. Overland Flow Impervious Area (sq ft) 17437. 'C' Factor 0.90 Ct = 0.15 Area' C 0.360 L= 0 ft. Asphaltic Area 17,437 n = 0.40 S= 0,0600 Time Time Inc, Intens. Q Devel, Vol.ln Vol.Out Storage (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 0.00 min., by Equation 3•2 of Guidelines 5.00 300 3.18 1.15 463 300 163 510 ft. Gutter flow 5 300 3.18 1.15 461 300 161 10 600 2.24 0.81 567 600 -33 Z1 = 50.0 For Z2 15 900 1.77 0.64 639 900 -261 Z2 = 3.5 Type B=1,0 20 1200 1.45 0.52 680 1200 -520 n= 0.016 Rolled = 3,5 25 1500 1.21 0.44 698 1500 -802 S= 0.0300 30 1800 1.04 0.37 713 1800 -1087 35 2100 0.91 0.33 722 2100 -1378 d= 0.1290 ft. . 40 2400 0.82 0.30 739 2400 •1661 45 2700 0.74 0.27 747 2700 •1953 50 3000 0.68 0.24 760 3000 •2240 A R Q Tc Tc total I Qc 55 3300 0.64 0.23 784 3300 -2516 0.45 0,06 1.15 328 5.00 3,18 1,15 60 3600 0.61 0.22 814 3600 -2786 65 3900 0.60 0.22 865 3900 -3035 Qpeak for Case 1= 1.15 cfs 70 4200 0.58 0.21 899 4200 -3301 75 4500 0.56 020 928 4500 -3572 80 4800 0.53 0.19 936 4800 -3864 CASE 2 85 5100 0.52 0.19 975 5100 -4125 90 5400 0.50 0.18 991 5400 -4409 Case 2 assumes a Time of Concentratian less than 5 minutes so that the 95 5700 0.49 0.18 1024 5700 -4676 peak flow =,90(3.18)(Imp, Area) = 1,15 cfs 100 6000 0,48 0.17 1055 6000 -4945 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the two Flows, Minimum "208" Volume Required 727 cu ft 1.15 cfs , Provided Treatment Volume 1,454 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Nlaximum Storage Required by Bowstring 163 cu ft Provided Storage Volume 2600 cu ft Number and Type of Drywells Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIOt 50-Year Design Storm BASIN: A Tot. Area 121,019 SF 2.78 Acres Imp. Area 26,150 SF Meadows 0 C = 0.31 Lawns 0.15 Pavement 0.90 Meadows 0.3 CASE 1 235 ft. Overland Flow Ct = 0.15 , L = 235 ft. ' n = 0.40 S = 0.0150 Tc = 8.07 min., by Equation 3•2 of Guidelines 465 ft. Gutter flow Z1= 50,0 For Z2 Z2 = 3,5 Type B =1.0 n = 0,016 Rolled = 3.5 S = 0.0080 d = 0.2200 ft. A R Q Tc Tc total I Qc 129 0.11 2.47 4.06 12.14 2.85 2.47 Qpeak for Case 1= 2.47 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak fiow =.90(4.58)(Imp. Area) = 2.47 cfs , So, the Peak flow for the Basin is the greater of the two flows, 2.47 cfs PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3rd ADDITIOP 50•Year Design Storm BASIN'. B Tot. Area 53,609 SF 1.23 Acres Imp. Area 18,075 SF Meadows 0 C = 0.40 Lawns 0.15 Pavement 0.90 Meadows 0,3 CASE 1 75 ft. Overland Flow Ct = 0.15 L = 75 ft. ' n = 0.40 S = 0.0100 Tc = 4,60 min., by Equation 3-2 of Guidelines , 465 ft. Gutter flow Z1= 50.0 For Z2 ' Z2 = 3.5 Type B =1.0 n = 0.016 Rolled = 3.5 S = 0.0080 . d = 0.1900 ft. A R Q Tc Tc total I Qc 0.97 0.09 1.67 4.48 9.07 3.37 1.67 Qpeak for Case 1= 1.67 cfs CASE 2 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(4.58)(Imp. Area) = 1,71 cfs So, the Peak flow, for the Basin is the greater of the two flows, 1,71 cfs PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: AB DESIGNER; GMM BASIN; AB DATE: 20-Feb-01 Tot. Area 174,628 SF 4,01 Acres Time Inuement (min) 5 Imp. Area 44,225 SF Time of Conc, (min) 11,68 Meadows 0 OutFlow (cfs) 3 C= 0.34 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 4.01 Meadows 0.3 Impervious Area (sq ft) 44225 CASE 1 'C' Factor 0.34 Area C 1.363 235 ft. Overland Flow Asphaltic Area 17,100 Ct = 0.15 Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage L = 235 ft, (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) , n= 0,40 11.68 701 2.91 4.18 3930 2103 1828 S = 0,0150 5 300 4.58 6.24 2509 900 1609 Tc = 8.07 min., by Equation 3-2 of Guidelines 10 600 3.20 4.36 3506 1800 1706 15 900 2.45 3.34 3801 2700 1101 465 ft, Gutter flow 20 1200 1.97 2.68 3861 3600 261 25 1500 1.67 2.28 3956 4500 •544 Z1 = 50,0 ForZ2 30 1800 1,45 1,98 4028 5400 -1372 Z2 = 3.5 Type B=1.0 35 2100 1.30 1,77 4143 6300 -2157 n= 0,016 Rolled = 3.5 40 2400 1.18 1.61 4243 7200 -2957 S= 0.0080 45 2700 1.08 1,47 4325 8100 -3775 50 3000 0.99 1.35 4369 9000 -4631 d= 0.2628 ft. 55 3300 0.92 1.25 4436 9900 -5464 60 3600 0,87 1.19 4551 10800 -6249 65 3900 0.82 1.12 4624 11700 -7076 A R Q Tc Tc total I Qc 70 4200 0.80 1,09 4839 12600 -7761 1.85 0,13 3.97 3.61 11.68 2.92 3.97 75 4500 0,77 1.05 4972 13500 -8528 80 4800 0,75 1.02 5150 14400 -9250 Qpeak for Case 1= 3.97 cfs 85 5100 0.72 0.98 5238 15300 -10062 90 5400 0.71 0.97 5455 16200 -10745 95 5700 0.69 0.94 5584 17100 -11516 100 6000 0.67 0.91 5696 18000 -12304 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 713 W ft peak flow =.90(4.58)(Imp. Area) = 4.18 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowsbring 1828 cu ft So, the Peak flow for the Basin is the greater of the two 8ows, Provitled Storage Volume 2487 cu ft 4,16 cfs Number and Type of Drywells Required 0 Single 3 Double ~ ~ r ~ ~ ~■r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~w ~ ~r PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADOITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: AB (ROAD ONLY) DESIGNER: GMM BASIN: AB (ROAD ONLY) DATE: 20-Feb-01 Tot. Area 17,100 SF 0.39 Acres Time Increment (min) 5 Imp, Area 17,100 SF Time of Conc. (min) 5.00 Meadows 0 Outflow (cfs) 3 C= 0.90 Lawns 0.15 Design Year Flow 50 • Pavement 0.90 Area (acres) 0.39 Meadows 0.3 Impervious Area (sq ft) 17100 CASE 1 'C Factor 0.90 Area ' C 0.353 0 ft. Overland Flow Asphaitic Area 17,100 Ct = 0,15 Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage L = 0 ft. {rhin) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0,40 5.00 300 3.64 1,62 651 900 -249 S = 0.0150 5 300 4.58 1.62 650 900 -250 Tc = 0,00 min,, by Equation 3-2 of Guidelines 10 600 320 1,13 794 1800 -1006 15 900 2.45 0.87 867 2700 -1833 350 ft. Gutter flow 20 1200 1.97 0.70 906 3600 -2694 ' 25 1500 1.67 0.59 945 4500 -3555 Z 1= 50.0 For Z2 30 1800 1,45 0.51 974 5400 -4426 Z2 = 3.5 Type B=1.0 35 2100 1,30 0.46 1011 6300 •5289 ' n= 0.016 Rolled = 3.5 40 2400 1,18 0.42 1043 7200 -6157 S= 0,0080 , 45 2700 1,08 0.38 1069 8100 -7031 ' 50 3000 0.99 0.35 1085 9000 -7915 d= 0.1878 ft. 55 3300 0.92 0.33 1106 9900 -8794 60 3600 0.87 0.31 1138 10800 -9662 65 3900 0.82 0,29 1159 11700 -10541 A R Q Tc Tc total I Qc 70 4200 0.80 0.28 1216 12600 -11384 0.94 0.09 1.62 3.40 5.00 4,58 1.62 75 4500 0.77 0.27 1252 13500 •12248 80 4800 0.75 0.26 1299 14400 •13101 Qpeak for Case 1= 1.62 cfs 85 5100 0.72 0.25 1323 15300 -13977 90 5400 0.71 025 1380 16200 -14820 95 5700 0.69 0.24 1414 17100 -15686 100 6000 0.67 0.24 1444 18000 -16556 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so ihat the Minimum "208" Volume Required 713 cu ft peak flow =.90(4.58)(Imp. Area) = 1,62 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by BowsVing -249 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Storage Volume 2487 cu ft 1,62 cfs Number and Type of Drywells Required 0 Single 3 Double ~ ~ ~r ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METH00 PR4JECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: CD DESIGNER: GMM ' BASIN: CD DATE: 21•Feb-01 Tot. Area 54,572 SF 1.25 Acres Time Increment (min) 5 Imp, Area 18925 SF Time of Conc. (min) 8.12 Meadows 0 Outflow (cfs) . 0.44 C= 0.41 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 1.25 • Meadows 0.3 Impervious Area (sq ft) 18925 CASE 1 'C Factor 0.41 Area ' C 0.514 170 ft, Overland Flow Asphaltic Area 8350 Ct = 0.15 Time Time Inc. Intens. Q Devel. Vol.ln Vol,Out Storage L = 110 ft. (min) (sec) (iNhr) (cfs) (cu (t) (cu ft) (cu ft) n= 0.40 8.12 487 3,30 1.88 12-26 214 1012 S = 0,0160 , 5 300 4,58 2.35 946 132 814 Tc = 6.52 min., by Equation 3-2 of Guidelines 10 600 320 1.64 1259 264 995 15 900 2.45 1.26 1341 396 945 205 ft. Gutter flow 20 1200 1.97 1.01 1382 528 854 25 1500 1.67 0.86 1429 660 769 Z1 = 50.0 For Z2 30 1800 1.45 0.74 1464 792 672 Z2 = 3.5 Type 6=1.0 35 2100 1.30 0.67 1513 924 589 n= 0.016 Rolled = 3,5 40 2400 1.18 0.61 1555 1056 499 S= 0.0130 45 2700 1.08 0,55 1590 1188 402 50 3000 0.99 0.51 1610 1320 290 d= 0.1810 ft. 55 3300 0.92 0.47 1638 1452 186 60 3600 0.87 0.45 1683 1584 99 65 3900 0.82 0.42 1713 1716 -3 A R Q Tc Tc total I Qc 70 4200 0,80 0.41 1794 1848 •54 0.88 " 0.09 1,87 1.60 8.12 3.66 1.88 75 4500 0.77 0.40 1846 1980 -134 80 4800 0.75 0.39 1913 2112 •199 Qpeak for Case 1= 1.88 cfs 85 5100 0.72 0.37 1948 2244 •296 90 5400 0.71 0,36 2030 2376 -346 .a 95 5700 0.69 0.35 2079 2508 -429 ,r 100 6000 0.67 0,34 2122 2640 -518 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 348 cu ft peak flow =,90(4.58)(Imp. Area) = 1.79 cfs Provided Treatment Volume 481 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by. Bowstring 1012 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Storage Volume 1147 cu ft 1.88 cfs Number and Type of Orywells Required 1 Single 0 Double PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rdADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: CD (road only) OESIGNER: GMM ' BASIN: CD (road only) ' DATE: 21-Feb•01 . Tot, Area 8,350 SF 0.19 Acres Time Increment (min) 5 Imp. Area 8,350 SF Time of Conc. (min) 5.00 Meadows 0 Outflow (cfs) 0.44 ' C= 0,90 Lawns 0,15 Design Year Flow 50 Pavement 0,90 Area (acres) 0.19 Meatlows 0.3 ImpeNious Area (sq ft) 8350 CASE 1 'C Factor 0.90 Area' C 0.173 0 ft. Overiand Flow Asphaltic Area 8350 Cr = 0,15 Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage L = 0 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 5.00 300 3.64 0,79 318 132 186 S = 0.0080 5 300 4.58 0.79 318 132 186 Tc = 0.00 min., by Equation 3-2 of Guidelines 10 600 3.20 0.55 388 264 124 15 900 2,45 0.42 424 396 28 205 ft. Gutter flow 20 1200 1.97 0.34 443 528 -85 25 1500 1,67 0.29 462 660 -198 Z1= 50.0 For Z2 30 1800 1.45 0,25 476 792 -316 Z2 = 3,5 Type B=1.0 35 2100 1,30 0.22 494 924 -430 n= 0.016 Rolled = 3.5 40 2400 1.18 0.20 509 1056 -547 S= 0.0130 45 2700 1.08 0.19 522 1188 -666 50 3000 0.99 0.17 530 1320 -790 d= 0.1310 ft. 55 3300 0.92 0.16 540 1452 -912 60 3600 0.87 0.15 556 1584 -1028 65 3900 0.82 0.14 566 1716 -1150 A R Q Tc Tc total I Qc 70 4200 0,80 0.14 594 1848 -1254 0.46 0.07 0.79 1.98 5.00 4,58 0.79 75 4500 0.77 0.13 611 1980 -1369 80 4800 0.75 0,13 634 2112 -1478 Qpeak for Case 1= 0,79 cfs 85 5100 0.72 0.12 646 2244 -1598 90 5400 0.71 0.12 674 2316 -1702 95 5700 0.69 0.12 691 2508 -1817 100 6000 0.67 0.12 705 2640 -1935 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Goncenlration less than 5 minutes so that the Minimum "208" Volume Required 348 cu ft peak flow =.90(4.58)(Imp, Area) = 0,79 cfs Provided Treatment Volume 481 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 186 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Storage Volume 1147 cu ft 0.79 cfs Number and Type of Drywells Required 1 Single , 0 Double ~ r~ ~ ~ ~ ~ ~ rr ~ ~ ~ ~ r ~ ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN; E DESIGNER; GMM 6ASIN: E ' DATE: 20-Feb-01 Tot Area 120,510 SF 2.77 Acres Time Increment (min) 5 Imp. Area 0 SF Time of Conc. (min) 10,06 Meadows 120,510 Outflow (cfs) 0.45 C= 0.30 Lawns 0.15 Design Year Flow 50 ' • Pavement 0.90 Area (acres) 2.77 Meadows 0.3 Impervious Area (sq ft) 0 CASE 1 'C' Factor 0.30 Area " C 0.830 500 ft. Overland Flow Asphaltic Area ' 0 Ct = 0.15 Time Time Inc. Intens. Q Devel. Voi.ln Vol.Out Storage l = 500 ft, (rihin) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 10.06 604 3.08 2.57 2078 272 1807 S = 0.0400 5 300 4.58 3.80 1528 135 1393 Tc = 9.46 min,, by Equation 3•2 of Guidelines 10 600 3.20 2.66 2135 270 1865 15 900 2.45 2,03 2247 405 1842 70 ft. Gutter flow 20 1200 1,97 1.64 2298 540 1758 25 1500 1.67 1.39 2363 675 1688 Z1 = 3.0 For Z2 30 1800 1.45 120 2413 810 1603 Z2 = 3.0 Type B=1.0 35 2100 1.30 1,08 2487 945 1542 n= 0.035 Rolled = 3.5 40 2400 1.18 0.98 2551 1080 1471 S= 0.0100 45 2700 1.08 0.90 2604 1215 1389 50 3000 0.99 0.82 2634 1350 1284 d= 0.6605 ft. 55 3300 0.92 0,76 2676 1485 1191 60 3600 0.87 0,72 2748 1620 1128 65 3900 0.82 0,68 2794 1755 1039 A R Q Tc Tc total I Qc 70 4200 0.80 0.66 2925 1890 1035 1,31 0.31 2.57 0.59 10.06 3.10 2,57 75 4500 0.77 0,64 3007 2025 982 80 4800 0.75 0.62 3116 2160 956 Qpeak for Case 1= 2.57 cfs 85 5100 0.72 0.60 3170 2295 875 90 5400 0.71 0.59 3303 2430 873 95 5700 0.69 0.57 3382 2565 817 100 6000 0.67 0.56 3451 2700 751 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 0 cu ft peak flow =,90(4.58)(Imp. Area) = 0.00 cfs Provided Treatment Volume cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1865 cu ft So, the Peak flow for the Basin is the greater of the two 8ows, Provided Storage Volume 1927 cu ft 2.57 cfs Number and Type of Drywelis Required 1 Single 0 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: A- 2ND ADDITION DESIGNER; GMM BASIN; A• 2ND ADDITION ' DATE: 20-Feb-01 Tot. Area 104,875 SF 2.41 Acres Time Increment (min) 5 Imp, Area 40317 SF Time of Conc, (min) 8.02 Meadows 0 Outflow (cfs) 1 C= 0.44 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 2.41 Meadows 0.3 Impervious Area (sq ft) 40317 CASE 1 'C Factor 0.44 Area' C 1.055 75 ft, Overlantl Flow ' Asphaltic Area 18,617 Ct = 0.15 Time Time Inc. Intens. Q Devel. Vol,ln Vol.Out Storage L = 75 ft. (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft) , n= 0.40 8.02 481 3.31 3.89 2508 481 2027 S = 0.0300 5 300 4.58 4.83 1943 300 1643 Tc = 3.31 min,, by Equation 3-2 of Guidelines 10 600 3.20 3.38 2578 600 1978 15 900 2.45 2.59 2750 900 1850 765 ft. Gutter flow 20 1200 1.97 2,08 2835 1200 1635 25 1500 1.67 1,76 2932 1500 1432 Z1= 50.0 ForZ2 30 1800 1.45 1,53 3005 1800 1205 Z2 = 3.5 Type B=1,0 35 2100 1.30 1.37 3105 2100 1005 n= 0.016 Rolled = 3.5 40 2400 1.18 1,25 3192 2400 792 S= 0,0150 45 2700 1.08 1.14 3264. 2700 564 ' 50 3000 0.99 1.04 3305 3000 305 d= 0.2318 ft. 55 3300 0.92 0,97 3363 3300 63 60 3600 0.87 0,92 3455 3600 -145 65 3900 0.82 0.87 3516 3900 -384 A R Q Tc Tc total I Qc 70 4200 0.80 0.84 3684 4200 -516 1,44 0,12 3.89 4.71 8.02 3.69 3.89 75 4500 0.77 0.81 3790 4500 -710 80 4800 0.75 0.79 3929 4800 -871 Qpeak for Case 1= 3,89 cfs 85 5100 0.72 0.76 3999 5100 71101 90 5400 0.71 0.75 4169 5400 -1231 95 5700 0.69 0.73 4270 5700 -1430 100 6000 0.67 0.71 4358 6000 -1642 CASE 2 "208" TREATMENT REQUIREMENTS • Case 2 assumes a Time of Concentration less Ihan 5 minutes so that the Minimum "208" Volume Required 776 cu ft. peak flow =,90(4.58)(Imp. Area) = 3,82 cfs Provided Treatment Volume . 856 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 2027 cu ft So, the Peak flow for the Basin is the greater of the lwo flows, Provided Storage Volume 1347 cu ft 3.89 cfs Number and Type of Drywells Required 0 Single 1 Double r ~ ~ ~ r ~ ~r i■r r ~ r ~r ~r r ~ r ~ rr ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADOITION 50•Year Design Storm DETENTION BASIN OESIGN BASIN; A- 2N0 ADDITION (ROAD ONLY) DESIGNER: GMM BASIN: A• 2ND ADDITION (ROAD ONLY) DATE: 20•Feb-01 , Tot. Area 18,617 SF 0.43 Acres Time Increment (min) 5 Imp. Area 18617 SF Time of Conc. (min) 5.82 Meadows 0 Outflow (cfs) 1 C= 0.90 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 0.43 Meadows 0.3 • Imperoious Area (sq ft) 18617 CASE 1 'C' Factor 0.90 Area ` C 0.385 0 ft. Overland Flow Asphaltic Area 18,617 Ct = 0.15 Time Time Inc, Intens. Q Devel. Vol.ln Vol,Out Storage L = 0 ft. (min) (sec) (inlhr) (cfs) {cu ft) (cu ft) (cu P)-- n= 0.40 5.82 349 3.55 1.76 824 ' 349 475 S = 0.0300 5 300 4.58 1.76 708 300 408 Tc = 0.00 min., by Equation 3-2 of Guidelines 10 600 3.20 1.23 885 600 285 15 900 2.45 0.94 960 900 60 765 ft, Gutter flow 20 1200 1.97 0.76 999 1200 -201 25 1500 1.67 0.64 1040 1500 -460 Z1= 50,0 For Z2 30 1800 1.45 0.56 1070 1800 -730 Z2 = 3,5 Type B=1.0 35 2100 1.30 0.50 1109 2100 -991 n= 0.016 Rolled = 3.5 40 2400 1.18 0.45 1143 2400' -1257 S= 0,0150 45 2700 1.08 0.42 1171 2700 •1529 50 3000 0.99 0.38 1188 3000 -1812 d= 0.1690 ft. 55 3300 0.92 0.35 1210 3300 -2090 60 3600 0.87 0.33 1244 3600 -2356 65 3900 0.82 0.32 1268 3900 -2632 ' A R Q Tc Tc total I Qc 70 • 4200 0.80 0.31 1329 4200 -2871 0.76 0.08 1.67 5.82 5.82 4.34 1,67 75 4500 0.77 0.30 1368 4500 -3132 80 4800 0.15 0.29 1419 4800 -3381 Qpeak for Case 1= 1.67 cfs 85 5100 0.72 028 1445 5100 -3655 90 5400 0.71 0.27 1507 5400 -3893 95 5700 0.69 027 1544 5700 -4156 . 100 6000 0,67 026 1577 6000 4423 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 776 cu ft peak flow =.90(4,58)(Imp. Area) = 1.76 cfs Provided Treatment Volume 856 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 475 cu ft So, the Peak flow for the Basin is the greater of the two Flows, Provided Storage Volume 1347 cu ft 1.76 cfs Number and Type of Drywells Required 0 Single 1 Oouble r r ~r ~ ~ ~r r ~ ~r ~ r ~■~r ~r ~■r ~ ~■r ~ ~r ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: B- 2ND ADDITION DESIGNER; GMM BASIN: 13-2ND.ADDITION ' DATE: 20-Feb-01 , Tot, Area 152,150 SF 3.49 Acres Time Increment (min) 5 Imp, Area 35092 SF . Time of Conc. (min) 8.92 Meadows 28040 Outflow (cfs) 1 C= 0.35 Lawns 0.15 , Design Year Flow 50 Pavement 0.90 Area (acres) 3.49 Meadows 0.3 Impervious Area (sq ft) 35092 'C' Factor 0.35 CASE 1 Area' C 1,225 Asphaltic Area 17,437 400 ft. Overland Flow ' Time Time Inc. Intens, Q Devel. Vol.ln Vol.Out Storage Ct = 0.15 (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) L= 400 ft, 8.92 535 3.21 4.19 3004 535 2468 n = 0.40 S= 0.0450 5 300 4.58 5,61 2255 300 1955 10 600 3.20 3.92 3065 600 2465 Tc = 7.99 min.,, by Equation 3-2 of Guidelines 15 900 2,45 3.00 3247 900 2347 20 1200 1.97 2.41 3334 1200 2134 200 ft. Gutter flow 25 1500 1,67 2.05 3440 1500 1540 30 1800 1,45 1.78 3520 1800 1720 Z1 = 50.0 For Z2 35 2100 1.30 1.59 3633 2100 1533 Z2 = 3.5 Type B=1.0 40 2400 1.18 1.45 3731 2400 1331 n= 0.016 Rolled = 3.5 45 2700 1,08 1.32 3812 2700 1112 S= 0.0300 50 3000 0.99 1.21 3858 3000 858 55 3300 0.92 1.13 3923 3300 623 d= 0.2093 ft, 60 3600 0.87 1.07 4030 3600 430 65 3900 0.82 1.00 4099 3900 199 70 4200 0.80 0.98 4293 4200 93 A R Q Tc Tc total I Qc 75 4500 0.77 0.94 4415 4500 •85 1,17 0,10 4.19 0.93 8.92 3.42 4.19 80 4800 0.75 0,92 4576 4800 -224 85 5100 0.72 0.86 4658 5100 -442 Qpeak for Case 1= 4.19 cfs 90 5400 0.71 0,87 4854 5400 -546 95 5700 0.69 0.85 4971 ' 5700 -729 100 6000 0.67 0.82 5073 6000 •927 CASE 2 "208" TREATMENT REQUIREMENTS Minimum "208" Volume Required 727 cu ft Case 2 assumes a Time of Concentration less than 5 minutes so that the Provided Treatment Volume 1,454 cu ft peak flow =.90(4,58)(Imp. Area) = 3.32 cfs DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 2468 cu ft Provided Starage Volume 2600 cu ft So, the Peak flow for the Basin is the greater of the iwo flows, Number and Type of Drywells Required . 0 Single 4.19 cfs 1 Oouble ~ ir ~r ~ ~■i r ~r ~ ~r ~r ~r ~ r ~ ~ ~ ~ ~ r PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: B- 2ND ADDITION (ROAD ONLY) DESIGNER: GMM BASIN: B- 2ND ADDITION (ROAD ONLY) DATE: 20-Feb-01 Tot. Area 17,437 SF 0.40 Acres Time Increment (min) 5 Imp. Area 17437 SF Time of Conc, (min) 5,00 Meadows 0 Outflow (cfs) 1 C= 0,90 Lawns 0.15 Oesign Year Flow 50 Pavement 0.90 Area (acres) 0.40 Meadows 0.15 Impervious Area (sq ft) 17437 CASE 1 'C Factor 0.90 Area ' C 0.360 0 ft. Overland Flow Asphaltic Area 17,437 Ct = 0.15 Time Time Inc, Intens. Q Devel, Vol,ln Vol.Out Storage L = 0 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 5.00 300 3.64 1.65 662 300 362 S = 0.0900 • 5 300 4.58 1.65 663 300 363 Tc = 0,00 min,, by Equation 3•2 of Guidelines 10 600 3.20 1.15 809 600 209 15 900 2,45 0.88 884 900 -16 200 ft, Gutter flow 20 1200 1,97 0.71 924 1200 -276 25 1500 1,67 0.60 964 1500 -536 Z1 = 50.0 For Z2 30 1800 1,45 0.52 994 1800 •806 Z2 = 3.5 Type B=1.0 35 2100 1.30 0.47 1031 2100 -1069 n= 0.016 Rolled = 3.5 40 2400 1.18 0.43 1064 2400 -1336 S= 0.0300 45 2700 1.08 0.39 1090 2700 -1610 50 3000 0,99 0.36 1106 3000 -1894 d= 0.1475 ft. 55 3300 0.92 0.33 1128 3300 -2172 60 3600 0.87 0.31 1160 3600 -2440 65 3900 0,82 0.30 1182 3900 -2718 A R Q Tc Tc total I Qc 70 4200 0.80 0Z9 1240 4200 -2960 0,58 0.07 1.65 1,18 5.00 4.58 1.65 75 4500 0.71 028 1277 4500 -3223 80 4800 0,75 027 1325 4800 -3475 Qpeak for Case 1= 1.65 cfs 85 5100 0.72 0.26 1349 5100 -3751 90 5400 0.71 026 1407 5400 -3993 95 5700 0.69 0.25 1442 5700 -4258 100 6000 0,67 0.24 1473 6000 -4527 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 727 cu ft peak Flow =.90(4.58)(Imp, Area) = 1.65 cfs Provided Treatment Volume 1,454 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 363 cu ft So, the Peak flow for the 8asin is the greater of the two flows, Provided Storage Volume 2600 cu ft 1.65 cfs Number and Type of Orywells Required 0 Single 1 Double CM, CA3LArv-IONS . ~T 1~~ Cj,C 707 West 7th Ave. Planning Associates, Inc. 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" - ' ~ . + . `p • , + 1 ~ ` ~ ~ ; << _ ~ _t.t ~ ~ ~ . . : T-.. - ` ' - - • - - ' 3 ' ~-.a _ _ 1 _ _ .r , ' __T_i_.~_ . _ ' : 4 . ` - _ . ' ~ ~ ~ ~ ....I- ~ -r~~` ~ -'r-- r ~ ~ . --~-_.__a_;.~,...{ L.~.~._~..-;-.,_ ,r.. ~-~t - • i i . _ - Y--- .c,- - i - v. t ~ ~ _..'.i_ ' 1 _ s._ ' ~ ~ t ' ' • ~a..., l ~ .5,.'-,<.~.....~.c~.~~...i...! S ~ . - . . , . ~r, . ~ .~c ~ . .1....- ~d.w'+r.h+t~.. r...J v[~.d~....rN-.,rrd.. wY~..~.~... ln n DdCF ~ ~ ~ ~TIQ -~~A C . ~.~E I Scenario: Base PIPE CONFIGURATION BASfN AB . 0-1 nN EL A Q TOTAL = 4.2 CFS I•2 Q =1.70 cfis ; Cl cL Q=2.5cfs Q =.2.5 cfs ; I-1 Titie: Shelley Lake 3rd Addition ' Project Engineer: Gloria Mantz c:lhaestadlslmc1s00095.stm CLC Assoclates, Inc. StormCAD v4.1(428] 02l20/01 04:28:50 PM (DHaestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203•755-1666 Page 1 of 1 r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~■r ~ ~r r ~ ~ Scenario: Base Combined PipelNode Report Label Upstreambownstrearrl Length Constructed Average Upstream Downstream Upstreartl Energy Energy System , Section Full I)Ainimum Has Design Average Node Node (ft) Slope Velocity Invert Invert Ground Grade Grade Fixed Size Capacity Cover HydrauliaCapacity Pipe (ftlft) (fUs) Elevation Elevation Elevation Line In Line Out Flow (cfs) (ft) Jump? (cfs) Cover (ft) (ft) (ft) (ft) (ft) (cfs) (ft) P•1 1-1 1-2 25.00 0.018000 4.02 2,039.12 2,038.67 2,042.02 ?,040.11 ?,039.89 2.50 12 inch 6.21 2.00 false 6.21 2.12 P-2 1-2 0-1 92.00 0.022500 9.26 2,036.57 2,036.50 2,042.02 ?,040.46 ?,038.39 4.20 12 inch 8.95 2.00 false 6.95 0.98 Title: Shelley Lake 3rd Addition ' ProJect Engineer: Gloria Mantr c.Ihaestadistmc1s00095.stm CLC Associates, inc. Stom►CAD v4.1 (42$1 02/20101 04:28:39 PM , 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Profile Scenario: Base Label: I-1 Label: P-2 Label: I-2 R m: 2,042.02 ft Up. Invert: 2,038.57 ft ' Rim: 2,042.02 ft ~mp: 2,039.12 ft Invert:2;036:50ft Su~tp:-2;038:5-7-~ft 2,042.50 L: 92,00 ft _ Si-ze:-~-2--~r~eh--- 2,041,50 ; ~..,.n,.. T _ S: 0.02250~ ftfft Devation ft 2,040.50 ( Label:'Q-.1._-_ 2,039.50 Rim: 2I037.00 ft Sump. 2,036.50 ff 2,038.50 2,037.50 , , 2,036.50 0+00 0+20 0+40 0+60 0+80 1+00 1+20 Label: P-1 Station (ft) Up, Invert: 2,039.12 ft Dn. Invert 2,038.67 ft L: 25.00 ft Size:12 inch S:. 0.018000 ft/ft Title: Shelley Lake 3rd Addition ' Project Engineer: Gloria Mantz c:lhaestadlstmc1s00095.s1m CLC Assoclates, Inc. StormCAD v4.1 (428) 02l20I01 04:29:28 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 . CAL C ~TI'~ ZJL~ S~ ~ CLC 707 West 7th Ave. Planning Associates, Inc. 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Velocity Head 0.07 ft Specific EnerC 0.46 ft Froude Numb- 0.69 •Flow Type 3ubcritical ~ ' Project Engineer: Administrator c:1haestad1fmw1s00095.fm2 CLC Associates, Inc. FlowMaster v6.1 [614k] 02/20/01 07:46:42 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 . 87 ~est Ave• " ~n8~~~_ . • • ; . • , ~ . SlAte 7,00 dscape As~~~'~ IW& C • ~ CAssOC;at~' ln~' • g4o~ 5~~p Iactd Su~~% . 5~~ - . (509) . r ~ ~ . P,2~ ~ Lcm-VW . ~ . ~ ~ t { 4 . g i ` . ♦ ♦ ~ . . ti ti~ I r E ~ t t S 1 ~ t • '"~i~ s 1 } ~ ; ~ ~ Ui ~ ~ 1 ~y_t ti ~ ~ ~y¢[ ti- ~ , • ~ i ~ 3 ~ ~ . . ~ C~ ~E z+a NON.-FLOOI) . Cj,C 707 West 7t6 Ave. Planning Assodates, Inc. Suite 200 Engineering . ~ Spokane, wA 99204 Archite(ture (509) 45&6840 Iandscape Architecture . 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'r . y . • , ' ' . . . . . . . . ~ ~ . • . . . . . ' ' ~ ~ • , . . . ~ • ~ . ' : • ' . , • . . . : • • ' . • ,t . _ . ' ~ ' . . ' ~ . • . . ~ ~ ' ~ • . . . ' . . . . . ~ • , - . ' ' . . ~ . . • , • . ' ~ ~ . ' ~ ~ . ' . • . - . . • • ~ , . ,~1:' , . , ; . ' ~ ' . ' ' , • • ' ' • ' ; . ~ • ~ ~ ~ . , . ' , ~ , • , , ~ . • . ~ ' . ' i . . , . . ' ; , . • ' , . . , . . ' • . ' . . . ' ~ • ~ . . , .i; ' ~ . ' ~ • . ' . ' ' ~ ' ' , ~ . . ~ . . , , , , . . . ~ii: . ;d:~. r , , . ~ ' , ' , ' • . . . ~ . ' ~ ' ~ ' ' ~ ~ • . ~ ' 1, ' '1.' ~'C~~ ~4'. ~ :J, ~ . ' . ' . , ' , . ' , • . • ~ . . . i . ~ . ' . . . ~ . . ~ , . . . . ..•.t~~ t•' . . . ' . • ' ~ i . ' . . . . ' • . ~ . ' ' . . . . ' ' . ' • ' t • ~ ~.`'.~:...;Jr.~ • • - . , . .'t1~. ' . . , . . ~ ~ . ' . . . ~ . . ' . . a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ - ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ ^ Pienning, Farglne~ing. pnhliaclure, Le~awping ArchPtature, Lend Surveying • ~ CL~ A,S~~CIAT~S, ~NC. R~~~~~~~ ~ u ~ ~~Od ~~Q~u~ c~~nnr ~ ~ ~ - , . ~ ~ ~ ~ ~ ~ ~ I ~ . . I ~ , . . . ' ~ ~ , ~ ~ *1 ~ ~ ~ w ~ ~i'- ! . ~ ~ - , ~ ~ _a I ~ ~`I ~ ~ 1 Y~ ~~I~IY,., ~ YYY~ M~YI~N~M7~ ~ , ~ * ~ ~ ~ . ~Ef~3~~ ~U ~Q~Y ~I~GI~IEER ~ ~ ~ , , ~ ~ ~ ~ ~ 5P~IiAN~, VI~A ~ DEI~VER, ~ - _ - 0 ~ ~ ' ' DRAINAGE REPORT for Shelley Lake - 3rd Addition ~ Spokane County, Washington ' - JanuarY, 2001 - ' CLC JOB #S000095 , Prepared by: CLC Associates, Inc. 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 This report has been prepared by Gloria M. Mantz, E.I.T, and the staffof CLC Associates, Inc. under the direction of the undersigned professional engineer whose seal and signature appear hereon. . ' P*N K S ¢~Fw RECEIVED ~ ~ ~o ► JAN 09 2001 . ~ .ti. ~ . a 00362 12 ° SPOKANE COUNTY ENGINEER ~ o s ~A a '~F £CIsTEC. S1oN A L EXPIRES 05-18•mi John F. Sawyers, P.E. ' DRAINAGE REPORT FOR SHELLEY LAKE - 3rd ADDITION ' INTRODUCTION _ Shelley Lake 3'Addition is part of the Shelley Lake PU D Preliminary Pfat and is adjacent to Shelley Lake 2"d Addition. Portions of Shelley Lake 3rd Addition in the developed conditions were included in the previously designated and approved 2"d Addition. PURPOSE , The purpose of this report is to determine the extent of storm drainage facilities which will be required to dispose of the increase in stormwater runoff created by the development of Shelley Lake 3rd Addition. The storm drainage facilities for this project will be designed to dispose of runoff from ten and fifty year design storms. This development is within the Aquifer Sensitive Area of Spokane County and is subject to `208' requirements. For this project the 10 and 50 year curves from the Spokane, Medical Lake, Reardon, Cheney and Rockford intensity curves were used, as well as the SCS iso-pluvial rainfall curves. ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, was used to determine the peak discharges and runoff volumes for all basins included in this report. ' PROJECT DESCRIPTION Shelley Lake 3`d Addition includes 23 lots of the approved 262 lots and 459 units in the approved preliminary plat and FEIS documents. The Shelley Lake subdivision is located in the NE 1/4 of the SE 1/4 of Section 24, T. 25 N., R. 44 E., W.M. within Spokane County, Washington. ' TOPOGRAPHY The general slopes within this plat varyfrom nearly flat within several natural saddles to short slopes ' of up to 25-percent. Generally, the area covered by this report would be characterized as rolling. For development purposes, the natural sloping was used for design and is maintained as possible throughout the project. SOILS ' As can be seen from the accompanying soils map from the Spokane County Soils Survey as performed by the United States Department of Agriculture (USDA) Soil Conservation Services (SCS), the site consists of soils type GmB. These soils are described as follows: CLC Associates, I.nc. 1 Shelley Lake 3" Addition GmB - Garrison very gravelly loam, 0 to 8 percent slopes: Soils within this soil type formed in gravelly glacial outwash material from a variety of igneous rock. These soils are described as somewhat excessively drained. Surface runoff is slow and the hazard of erosion is slight. Spokane ' County Guidelines for Stormwater Manaaement indicate this to be a Soil Group Type B and per- approved for drywell installation. DRAINAGE NARRATIVE The offsite drainage which flows into Shelley Lake 3' Addition has been incorporated into the basins included in this drainage report. As Shelley Lake 3rd Addition is located within the Aquifer Sensitive Area of Spokane County, all onsite street and future street areas will be collected and treated using the `208' runoff method as described in the Spokane County Guidelines for Stormwater Manaqement. To facilitate this analysis Shelley Lake 3' Addition was divided into five basins (A, B, C, D, and E) as shown in the Basin Map. Table 1 lists the basin details. Basins A, B, C, and D were analyzed using developed conditions. Basin E was analyzed using undeveloped conditions which consists of ineadows. Additionally, basins A and B as delinated in the drainage analysis of the second phase dated March 1999 were revised because of changes in the basin boundaries. These basins are referred as Basin 2A and 2B in this report. Table 1- Pond and Basin Summary - :r s6JUn'.' •C , y."_ • ' , ' i P`ond a~'nBasi,n ~mmary w - . . , . . . ~.,r.-.... ~ - _ - Bta ~ ~'ondt~` . sin . - - = Trotal. Area= A Toltali::~ ; ~Wei..ghted. -*`208' Impervious . . _t Impetrvious= Area SF SF/AC . - •~.~;::::~:5:, . - . . ~ Area,. - Snn F/ iaA...~C~: Sr . - . , . _ _ - ' • c , AB A 121,019/2.78 39,763 /0.91 0.40 14,713 j'. AB B 53,609/1.23 17,963/0.41 0.40 10,213 AB A&B 174,628/4.01 57,726/1.32 0.40 24,926 CD C 9,925/0.23 3,365/0.08 0.40 1,814 ' CD D 44,647 /1.02 16,573/0.38 0.43 9,523 CD C&D 54,572/1.25 19,938/0.46 0.42 11,337 ' E E 72,084/1.65 0/0 0.30 0 A B 2A 104,875/2.41 40,317 /0.93 0.44 18,617 ' B g 2B 193,754/4.45 35,092 /0.81 0.29 17,437 A Total Impervious Area includes paved roadway area, 1600 s.f. per roof and 750 s.f. per driveway. '208' Impervious Area includes only the paved roadway area. B Shelley Lake 2"' Addition ponds. See Appendix for pond details. CLC Associates, Inc. 2 Shelley Lake 3rd ACjdltl0ll "208" Calculations ' Within each basin, the street areas from back of curb to back of curb were caiculated to determine the required `208'storage. As shown on the `208' calculation worksheets included, the `208'storage volumes provided are adequate to perform the ` 208' treatment for the first half inch of rainfall. In addition to `208' treatment, the enclosed worksheets also show the calculations for the drywell requirements. The `208'storage and drywell requirements for each basin are summarized on the following Table 2. , Table 2-`208' Treatment and Drywell Requirement Summary ,~8'.`Treatmen dary p,. s.,p p~(•~.T_ p~fl '•t r'.•., ry.... - • f 7~e i~,e,+Z►3~'-' 4 ~ t A t ~4-#.ew' ~Pond Basin `20 V.~olume 208 ~Area Required 208 Area Dry~we.l .~.,<<,.- u;i ed~' ~ = q ,;==~r•~,~~' _ q - ~ ~iti: ~p `"-ka-~,r_.~ i;.~,C ~ . . '„-t - AB A& B 1,039 2,078 2,210 3- Type B CDB C& D 472 944 961 0c EB E 0 0 1,225 0c A° 2A 776 1,552 1,140 E 1- Type B B° 2B 727 12454 2,192 1- Type B A Based on a'208' storage depth of 6 inches. Side slope volume is not included. e Temporary pond. 'Temporary gravel/perforated pipe were provided for the temporary ponds. ' ° Shelley Lake 2nd Addition ponds. E Based on a'208' storage depth of 8 inches and using side slopes, this area provides a'208' Volume of 856 cubic feet. See pond details from Shelley Lake 2nd Addition in Appendix. ' Total Stormwater Storage Calculations In addition to the `208' storage requirements, the total stormwater storage for the 10-year and 50- , year design storms were also considered for all of the basins. Each of the ponds in Shelley Lake 3rd Addition will have the capacity to contain the required volume for the 50-year design storm with the exception of the offsite pond that receives runoff from Basin 2A. Basin 2A includes runoff area , from onsite sources only. Thus, it is only required to handle the 10-year design storm as per Spokane County Guidelines for Stormwater ManaQement. In the event of a 50-year design storm, 704 cubic feet of overflow are expected in Basin 2A. This information is summarized in the following Table 3. CLC Associates, Inc. 3 Shelley Lake 3`d Addition ~ ' Table 3- 10-year and 50-year Stormwater Storage Volume Summary x10-year and 50-yea~ Storage l/olume Summary by Bowstring _ ti.,... t i -Pon`~d~:~ ~`iBasin 10-year 10-year 0-year 50 year 50-year 1/olume Vofume oiume otu Volu e q PON ided Reu' cl d - . Y(CF) (CF ~ {C~ ~ (CF) ~ . - ±~s tr~:~~ • AB A& B 1,139 2,079 2,304 2,487 +183 C D C& D 718 961 1,103 1,147 +44 E E N/A N/A 1,182 1,435 +253 AB 2A 1,278 1,140 1,051 1,347 -704 BB 2B 1,673 2,192 2,581 2,600 +19 A 50-year Volume Provided is calculated using 1 foot depth and including side slope volume. B Shelley Lake 2nd Addition ponds. See Appendix for pond details. As can be seen in Table 3 all of the ponds will contain the 10-year and 50-year design storms with the exception of the offsite pond for Basin 2A. Curb Drop/Inlet Analysis ' The inlets for Pond AB are in sump condition. Curb drop inlet analysis calculations are included in the appendix. ~ Conclusion As demonstrated by the calculations and body of this report the storm drainage facilities provided in this design will adequately remove from the streets, store and dispose of the stormwaterfrom the site for the 10-year design storm as required by Spokane County. Calculation worksheets for the 50-year storm event have been provided to evaluate the performance of the designed drainage ' facilities. Additionally, the required '208' treatment area is provided for the runoff from the street impervious areas. CLC Associates, Inc. 4 Shelley Lake 3`d Addition ~ Index Figures Bowstring Calculations Iniet Calculations Pipe Calculations Gravel Sump Calculations Rip Rap Calculatians Phase II Pond Details ~ , • Soils -Ma - Sheet 76 ~ . . Project Location _ • ~ ►~g~ ~ a , , ~ ~ ~ • ! !J~ ~ ~ ~ ~ ~ - , r~ - '~6 r ~ ~n P~$~;~►•`, •8 `C.`~ ~ i ' ~ _t. ~ e ' t v M- .5? ►"s,~4,~,: ~ ♦ B _;,::CU'B. ~ , ' • wy ti I~ I ~Y~~a ~ ~ i ~ I~ >s•it'F" t I ~ r 6 ~ia ~yy~~''{{ S~ ~ 1 ~ ' ~ t~ ~ , ' - -'~`J 1_ ~ji ^7 i_ , ~ 'K. i ~p ~ .i,t , i T~O~ a y ~~~{~~.`.-s'4:.~f1'r . VICI, -IT M 1 7 3 .......U CL.ID ~ WALK IN S P 04. ~ E HE WILD OO , _I: .l. y` gO S P AN CY : I- ~ ~ ~ LI.:.......... ~ - ~ . ..i... . . . . . . . r . , pR0 E : L . ~Y~ .c. . . ~ . ~ - W . Q ----JF :IT ~ Q. , .l.t. ..T.~ °°s z ~ LEE Y . . . l.r . _ . . . ~ - ~ - ~ - ; U ~ ~-163 T ~ • . .:..~:T....... .,.J.: . , ; K y _Ln 5 P ~ ~ 24TH . 'T , ` . ~ ( ~ Y • j ` Q . 32ND m . ~ . . ~ Z' Q< : : AINTED LX _ . : =HIL L S : ~ . - ,,..d.. ~ Z . Q ; ~r•' : A ~GOLF :D ~ O VICRMY i ~ i PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITION BOWSTRING METHOD PROJECT; SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: AB OESIGNER: GMM BASIN: AB DATE: 8•Jan-01 Tot. Area 174,628 SF 4.01 Acres . Imp, Area 57726 SF Time Increment (min) 5 C= 0.40 Lawns 0,15 Time of Conc. (min) 11,86 Pavement 0.90 Outflow (cfs) 3 CASE 1 Design Year Flow 10 Area (acres) 4,01 235 ft. Overland Flow Impervious Area (sq ft) 57726 'C' Factor 0.40 Ct = 0.15 Area " C 1. 9 L = 235 ft. n = 0.40 S= 0,0150 Time Time Inc. Intens. Q Devel. Vol.in Vol,Out Storage (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 8.07 min., by Equation 3-2 of Guidelines 11.86 712 1,40 326 3107 2136 971 465 ft, Gutter flow 5 300 3.18 5.07 2039 900 1139 10 600 2,24 3.57 2873 1800 1073 Z1 = 50.0 For Z2 15 900 1.77 2.82 3225 2700 525 Z2 = 3.5 Type B=1.0 20 1200 1.45 2.31 3336 3600 -264 n= 0,016 Rolled = 3.5 25 1500 1.21 1.93 3363 4500 -1137 S= 0,0080 30 1800 1.04 1,66 3388 5400 -2012 35 2100 0.91 1.45 3400 6300 -2900 d= 0,2440 ft. 40 2400 0.82 1.31 3456 7200 -3744 , 45 2700 0.74 1.18 3473 8100 •4627 , 50 3000 0.68 1.08 3517 9000 -5483 A R Q Tc Tc total I Qc 55 3300 0,64 1.02 3616 9900 -6284 1.59 0,12 326 3.79 11.86 2.05 327 60 3600 0.61 0.97 3739 10800 -7061 65 3900 0,60 0.96 3965 11700 -7735 Qpeak for Case 1= 327 cfs 70 4200 0,58 0.93 4110 12600 -8490 75 4500 0.56 0.89 4236 13500 •9264 80 4800 0.53 0.85 4263 14400 -10137 CASE 2 85 5100 0,52 0.83 4431 15300 -10869 90 5400 0.50 0.80 4500 16200 •11700 Case 2 assumes a Time of Concentration less than 5 minutes so that the 95 5700 0.49 0,78 4645 17100 -12455 peak flow =,90(3,18)(Imp, Area) = 3.79 cfs 100 6000 0.48 0.77 4780 18000 -13220 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the two flows, Minimum "208" Volume Requiretl 1,039 cu ft 3.79 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1139 cu ft Provided Storage Volume 2487 cu ft Number and Type of Orywells Required 0 Single 3 Double ~ PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3RD ADDITION BOWSTRING METHOD PROJECT; SHELLEY LAKE 3RD ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: AB (ROAD ONLY) - - DESIGNER- GMM BASIN; A DATE: 8-Jan-01 Tof. Area 24926 SF 0.57 Acres Imp. Area 24926 SF Time Increment (min) 5 C= 0.90 Lawns 0.15 Time of Conc. (min) 5,00 Pavement 0,90 Outflow (cfs) 3 CASE 1 Design Year Flow 10 Area (acres) 0.57 ft. Overland Flow Impervious Area (sq ft) 24926 'C' Factor 0,90 Ct = 0.15 Area' C 0,515 . L= 0 ft. Asphaltic Area 24,926 n = 0.40 S= 0.0150 Time Time Inc. Intens. Q Devel, Vol,ln Vol.Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 0.00 min., by Equation 3-2 of Guidelines 5.00 300 3.18 1.65 663 900 -237 , 465 ft. Gutter flow 5 300 3.18 1,64 658. 900 -242 10 600 2.24 1.15 810 1800 •990 Zt = 50.0 ForZ2 15 900 1.77 0.91 913 2700 •1787 Z2 = 3.5 Type 8 =1.0 20 1200 1.45 0.75 972 3600 -2628 n= 0.016 Rolled = 3.5 25 1500 121 0.62 998 4500 -3502 S= 0.0080 30 1800 1.04 0.54 1019 5400 -4381 35 2100 0.91 0.47 1032 6300 •5268 d= 0.1890 ft. 40 2400 0.82 0.42 1057 7200 -6143 45 2700 0,74 0.38 1068 8100 -7032 50 3000 0.68 0.35 1086 9000 -7914 A R Q Tc Tc total I Qc 55 3300 0.64 0.33 1121 9900 -8779 0.96 0,09 1.65 4.49 5.00 3.18 1,64 60 3600 0.61 0.31 1163 10800 -9637 65 3900 0,60 0.31 1237 11700 -10463 Qpeak for Case 1= 1.64 cfs 70 4200 0,58 0.30 1285 12600 -11315 75 4500 0.56 0.29 1327 13500 -12173 80 4800 0.53 0,27 1338 14400 -13062 CASE 2 85 5100 0.52 027 1393 15300 -13907 90 5400 0.50 0.26 1417 16200 -14783 Case 2 assumes a Time of ConcentraGon less than 5 minutes so that the 95 5700 0,49 025 1464 17100 -15636 peak flow =.90(3.18)(Imp. Area) = 1.64 cfs 100 6000 0,48 0,25 1508 18000 -16492 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of fhe two flows, Minimum "208" Volume Required 1,039 cu ft 1.64 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM . Maximum Storage Required by Bowstring -237 cu ft Provided Storage Volume 2487 cu ft Number and Type of Drywells Required 0 Single 3 Double ~ r ~■r ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~■r r r ~ ~ ~ PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3RD ADDITION BOWSTRING METH00 PROJECT; SHELLEY LAKE 3R0 ADDITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN; CD DESIGNER:GMM BASIN: CD DATE; 8•Jan•01 Tot. Area 54,572 SF 1.25 Acres ' Imp. Area 19998 SF Time Increment (min) 5 Meatlow An 0 SF Time of Conc. (min) 8,27 C= 0.42 Lawns 0.15 Outflow (cfs) 0.33 Pavement 0.90 Design Year Flow 10 CASE 1 Meadow 0,3 Area (acres) 1.25 Impervious Area (sq ft) 19998 170 ft. Overiand Flow 'C' Factor 0.42 . Ct = 0.15 L = 170 ft, - - - - n= 0.40 Time Time Inc. Intens. Q Devel. Vol.in Vol.Qut Storage S = 0.0160 (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) 8.27 496 2.33 1.33 881 164 717 Tc = 6.52 min., by Equation 3•2 of Guidelines 5 300 3.18 1.69 680 99 581 205 fl. Gutter flow 10 600 2.24 1,19 916 198 718 15 900 1.77 0.94 1007 297 710 Z1 = 50.0 For Z2 20 1200 1.45 0,77 1056 396 660 Z2 = 3.5 Type B=1,0 25 1500 1.21 0.64 1075 495 580 n= 0.016 Rolled = 3.5 30 1800 1.04 0.55 1090 594 496 S= 0,0130 35 2100 0,91 0.48 1099 693 406 40 2400 0.82 0.44 1121 792 329 d= 0.1590 ft. 45 2700 0.74 0.39 1130 891 239 50 3000 0.68 0,36 1147 990 157 55 3300 0.64 0.34 1182 1089 93 A R Q Tc Tc lotal I Qc 60 3600 0.61 0.32 1224 1188 36 0,68 0.08 1.33 1.74 827 2,47 1.32 65 3900 0.60 0.32 1299 1287 12 70 4200 0.58 0.31 1349 1386 -37 Qpeak for Case 1= 1.32 cfs 75 4500 0.56 0.30 1391 1485 -94 80 4800 0.53 0.28 1402 1584 -182 85 5100 0.52 028 1458 1683 -225 CASE 2 90 5400 0.50 0.27 1482 1782 -300 95 5700 0.49 0.26 1531 1881 -350 Case 2 assumes a Time of Concentration less than 5 minutes so that the 100 6000 0.48 0.26 1576 1980 -404 peak flow =.90(3.18)(Imp. Area) = 1.31 cfs "208" TREATMENT REQUIREMENTS Minimum "208" Volume Required 472 cu ft So, the Peak flow for the 8asin is the greater of the two flows, Provitled Treatment Volume 481 cu ft 1.32 cfs DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 718 cu ft Provided Storage Volume 1147 cu ft Number and Type of Drywells Required 1 Single 0 Double ~■~r ~r ~ ~w r ~ ~ ~ ~ ~ r ~ ~ r~ ~ ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3RD ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADOITION 10•Year Design Storm DETENTION BASIN DESIGN BASIN: CD (ROAD ONLY) DESIGNER; GMM BASIN; DATE: 8•Jan•01 Tot. Area 11,337 SF 0.26 Acres Imp. Area 11,337 SF Time Increment (min) 5 Meadow An 0 SF Time of Conc. (min) 5.00 C= 0.90 Lawns 0.15 Outflow (cfs) 0.33 Pavement 0.90 Design Year Flow 10 CASE 1 Meadow 0.3 Area (acres) 0.26 Impervious Area (sq ft) 11337 0 ft. Overland Flow 'C' Factor 0.90 Area " C 0.234 Ct = 0.15 AsphalGc Area 11,337 L = 0 ft. n= 0.40 Time Time Inc. Intens. Q Devel. Vol,ln Vol,Out Storage S = 0.0160 (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) 5.00 300 3.18 0.74 299 99 200 Tc = 0.00 min., by Equatian 3-2 of Guidelines 5 300 3.18 0.74 299 99 200 205 ft, Gutter flow 10 600 2.24 0,52 368 198 170 15 900 1.77 0.41 415 297 118 Z1 = 50.0 For Z2 20 1200 1.45 0.34 442 396 46 Z2 = 3.5 Type B=1.0 25 1500 1.21 0.28 454 495 -41 n= 0.016 Rolled = 3,5 30 1800 1.04 0.24 463 594 -131 • S= 0.0130 35 2100 0,91 0.21 469 693 -224 40 2400 0.82 0.19 481 792 •311 d= 0.1280 ft. 45 2700 0.74 0.17 486 891 •405 50 3000 0.68 0.16 494 990 496 55 3300 0.64 0.15 510 1089 -579 A R Q Tc Tc total I Qc 60 3600 0.61 0.14 529 1188 •659 0.44 0.06 0.74 2,01 5.00 3.18 0.74 65 3900 0.60 0.14 562 1287 -725 70 4200 0.58 0,14 584 1386 -802 Qpeak for Case 1= 0.74 cfs 75 4500 0,56 0.13 604 1485 -881 80 4800 0,53 0,12 609 1584 •975 85 5100 0,52 0.12 634 1683 -1049 CASE 2 90 5400 0,50 0.12 644 1782 -1138 95 5700 0,49 0.11 666 1881 -1215 Case 2 assumes a Time of ConcenVation less than 5 minutes so that the 100 6000 0.48 0.11 686 1980 •1294 peak flow =.90(3.18)(Imp. Area) = 0.74 cfs "208" TREATMENT REQUIREMENTS Minimum "208" Volume Required 472 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Treatment Volume 481 cu it 0.74 cfs DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 200 cu ft Provided Storage Volume 1147 cu ft Number and Type of Orywells Required 1 Single 0 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITI N BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10-Year Design Storm DETENTION BASIN DESIGN BASIN; A-2nd Addition DESIGNER: GMM BASIN; A-2nd Addition DATE: 8-Jan-01 Tot. Area 104,875 SF 2.41 Acres Imp. Area 40317 SF Time Increment (min) 5 C= 0.44 Lawns 0.15 Time of Conc. (min) 9,53 Pavement 0.90 Outflow (cfs) 1 CASE 1 Design Year Flow 10 Area (acres) 2.41 75 ft. Overland Flow Impervious Area (sq ft) 40317 'C Factor 0.44 Ct = 0.15 Area' C 1.055 L= 75 ft. Asphaltic Area n = 0.40 S= 0.0300 Time Time Inc, Intens. Q Devel. Vol.ln Vol.Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 3.31 min„ by Equation 3•2 af Guidelines 9.53 572 2.00 2.41 1846 572 1274 770 ft. Gutier flow 5 300 3,18 3.36 1349 300 1049 10 600 2,24 2.36 1878 600 1278 Z1 = 50.0 For Z2 15 900 1.77 1.87 2044 900 1144 Z2 = 3.5 Type B=1.0 20 1200 1.45 1,53 2134 1200 934 n= 0.016 Rolled = 3,5 25 1500 121 128 2164 1500 664 S= 0.0100 30 1800 1.04 1,10 2189 1800 389 _ 35 2100 0.91 0.96 2203 2100 103 d= 0.2090 ft, 40 2400 0.82 0.87 2245 2400 -155 45 2700 0.74 0.78 2260 2700 -440 50 3000 0,68 0.72 2292 3000 -708 A R Q Tc Tc total I Qc 55 3300 0.64 0.68 2360 3300 -940 1.17 0.10 2,41 6.22 9.53 2.30 2.42 60 3600 0.61 0,64 2443 3600 -1157 65 3900 0.60 0,63 2592 3900 -1308 Qpeak for Case 1= 2.42 cfs 70 4200 0.58 0,61 2690 4200 -1510 75 4500 0,56 0,59 2774 4500 -1726 80 4800 0,53 0.56 2793 4800 -2007 CASE 2 85 5100 0,52 0.55 2905 5100 -2195 90 5400 0,50 0,53 2952 5400 -2448 Case 2 assumes a Time of Concentration less than 5 minutes so that the 95 5700 0,49 0.52 3048 5700 -2652 peak flow =.90(3.18)(Imp. Area) = 2,65 cfs 140 6000 0.46 0,51 3138 6000 -2862 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the two flows, Minimum "208" Volume Required 776 cu ft 2.65 cfs Provided Treatment Volume 856 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1278 cu ft Provided Storage Volume 1347 cu ft Number and Type of Drywelis Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITION 80WSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10-Year Design Storm DETENTION BASIN OESIGN BASIN; A-2nd Addition (ROAD ONLY) DESIGNER: GMM BASIN: A-2nd Additi DATE: 8-Jan-01 Tot, Area 18,617 SF 0.43 Acres Imp, Area 18617 SF Time Increment (min) 5 C= 0.90 Lawns 0.10 ' Time of Conc. (min) 7.80 Pavement 0,90 Outflow (cfs) 1 CASE 1 Design Year Flow 10 Area (acres) 0.43 0 ft. Overland Flow Impervious Area (sq ft) 18617 'C' Factor 0.90 Ct = 0,15 Area " C 0.385 L= 0 ft. Asphaltic Area 18,617 n = 0.40 S= 0.0300 Time Time Inc. Intens, Q Devel. Vol.ln Vol.Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) Tc = 0,00 min., by Equation 3-2 of Guidelines ' 7.80 468 2.45 0.98 613 468 145 770 ft. Gutter flow 5• 300 3,18 122 492 300 192 10 600 2,24 0.86 654 600 54 Z1 = 50.0 ForZ2 15 900 1,77 0.68 721 900 -179 Z2 = 3.5 Type B=1.0 20 1200 1,45 0.56 758 1200 -442 n= 0.016 Rolled = 3.5 25 1500 1,21 0.47 772 1500 -728 S= 0.0100 30 1800 1,04 0.40 784 1800 -1016 35 2100 0.91 0.35 791 2100 -1309 d= 0.1490 ft. 40 2400 0.82 0,32 807 2400 -1593 45 2700 0.74 0.28 814 2700 -1886 50 3000 0.68 0,26 826 3000 •2174 A R Q Tc Tc total I Qc 55 3300 0.64 0.25 852 3300 -2448 0,59 0.07 0.98 7.80 7.80 2,55 0.98 60 3600 0.61 0.23 882 3600 -2718 65 3900 0.60 0.23 937 3900 •2963 Qpeak for Case 1= 0.98 cfs 70 4200 0.58 0.22 972 4200 -3228 75 4500 0.56 0.22 1004 4500 -3496 80 4800 0.53 020 1011 4800 -3789 CASE 2 85 5100 0.52 0,20 1052 5100 -4048 90 5400 0.50 0.19 1069 5400 -4331 Case 2 assumes a Time of ConcentraGon less than 5 minutes so that the 95 5700 0.49 0,19 1104 5700 -4596 peak flow =,90(3.18)(Imp, Area) = 1,22 cfs 100 6000 0.48 0,18 1137 6000 •4863 "208" TREATMENT REQUIREMENTS So, the Peak flow for the @asin is the greater of the lwo flows, Minimum "208" Volume Required 776 cu ft 1,22 cfs Provided Treatment Volume 856 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 192 cu ft Provided Storage Volume 1347 cu ft Number and Type of Drywelis Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3RD ADDITION BOWSTRING METHOD PROJECT: SHELLEY LAKE 3RD ADDITION 10-Year Design Storm DETENTION BASIN DESIGN BASIN; B-2nd Addition DESIGNER; GMM BASIN: B-2nd Addition DATE: 8-Jan-01 Tot. Area 193,754 SF 4.45 Acres Imp. Area 35092 SF Time Increment (min) 5 C= 0.29 Lawns 0.15 Time of Conc. (min) 9,00 Pavement 0.90 Outflow (cfs) 1 CASE 1 Design Year Flow 10 Area (acres) 4.45 400 ft. Overland Flow Impervious Area (sq ft) 35092 'C' Factor 029 Ct = 0,15 Area ' C 1.2 L= 400 ft. Asphaltic Area n = 0.40 S= 0.0450 Time Time Inc. Intens. Q Devel. Vol,ln Vol.Out Storage (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu fl) Tc = 7.99 min., by Equation 3-2 of Guidelines 9.00 540 2.14 3.06 2213 540 1673 200 ft. Gutter flow 5 300 3.18 4.10 1649 300 1349 10 600 2.24 2.89 2264 600 1664 Z1 = 50.0 For Z2 15 900 1.77 228 ' 2474 900 1574 Z2 = 3.5 Type 6=1.0 20 1200 1.45 1.87 2588 1200 1388 n= 0.016 Rolled = 3.5 25 1500 1.21 1.56 2628 1500 1128 S= 0.0300 30 1800 1.04 1.34 2661 1800 861 35 2100 0.91 1.17 2681 2100 581 d= 0.1860 ft, 40 2400 0.82 1.06 2733 2400 333 45 2700 0.74 0.95 2752 2700 52 50 3000 0.68 0.88 2792 3000 -208 A R Q Tc Tc toial I Qc 55 3300 0.64 0.83 2876 3300 -424 0.93 0.09 3.06 1.01 9.00 2.37 3.06 60 3600 0.61 0.79 2977 3600 -623 65 3900 0.60 0.77 3160 3900 -740 Qpeak for Case 1 = 3.06 cfs 70 4200 0.58 0.75 3280 4200 -920 75 4500 0.56 0.72 3383 4500 -1117 80 4800 0.53 0.68 3407 4800 -1393 CASE 2 85 5100 0.52 0.67 3544 5100 -1556 90 5400 0.50 0.64 3601 5400 -1799 Case 2 assumes a Time of Concentration less than 5 minutes so that the 95 5700 0.49 0.63 3719 5700 -1981 peak Flow =.90(3.18)(Imp. Area) = 2.31 cfs 100 6000 0.48 0,62 3829 6000 -2171 "208" TREATMENT REQUIREMENTS So, the Peak flow for the Basin is the greater of the lwo flows, Minimum "208" Volume Required 727 cu ft 3.06 cfs Provided Treatment Volume 1,096 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1673 cu ft Provided Storage Volume 2600 cu ft Number and Type of Drywells Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: A DESIGNER; GMM BASIN; A OATE: 8-Jan-01 Tot. Area 121,019 SF 2.78 Acres Time Increment (min) 5 Imp, Area 39,763 SF Time of Conc. (min) 11.89 Meadows 0 Outflow (cfs) 2 C= 0.40 Lawns 0,15 Design Year Flow 50 Pavement 0,90 Area (acres) 2,78 Meadows 0.3 Impervious Area (sq ft) 39763 CASE 1 'C Factor 0.40 Area ` - - - - 235 ft. Overland Flow Ct = 0.15 Time Time Inc, Intens. Q Devel, Vol.in Vol.Out Storage L = 235 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 11.89 713 2.88 3.19 3045 1426 1618 S = 0.0150 5 300 4.58 5.04 2028 600 1428 Tc = 8.07 min., by Equation 3-2 of Guidelines 10 600 3.20 3.52 2834 1200 1634 15 900 2.45 2.70 3083 1800 1283 465 ft, Gutter flow 20 1200 1.97 2.17 3130 2400 730 25 1500 1.67 1.84 3205 3000 205 Z1 = 50.0 ForZ2 30 1800 1.45 1,60 3262 3600 -338 Z2 = 3.5 Type B=1.0 35 2100 1.30 1.43 3354 4200 -846 n= 0.016 Rolled = 3,5 40 2400 1.18 1.30 3434 4800 -1366 S= 0.0080 45 2700 1,08 1.19 3500 5400 -1900 50 3000 0,99 1.09 3535 6000 -2465 d= 02420 ft. 55 3300 0,92 1,01 3589 6600 -3011 60 3600 0,87 0.96 3682 7200 -3518 65 3900 0,82 0.90 3741 7800 -4059 A R Q Tc Tc total I Qc 70 4200 0,80 0.88 3914 8400 -4486 1.57 0,12 3,19 3,81 11,89 2.91 3.20 15 4500 0,77 0.85 4022 9000 -4978 80 4800 0.75 0.83 4165 9600 -5435 Qpeak for Case 1= 3.20 cfs 85 5100 0.72 0.79 4236 10200 -5964 90 5400 0,71 0.78 4412 10800 -6388 95 5700 0,69 0.76 4516 11400 -6884 100 6000 0,67 0.74 4606 12000 -7394 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 613 cu ft peak flow =,90(4.58)(Imp, Area) = 3.76 cfs Provided Treatment Volume cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1634 cu ft So, the Peak flow for the Basin is the greater of the two Flows, Provided Storage Volume cu ft 3,76 cfs Number and Type of Drywells Required 0 Single 2 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITION BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN; 8 DESIGNER; GMM BASIN; B DATE: 8-Jan-01 . Tot. Area 53,609 SF 1,23 Acres Time Increment (min) 5 Imp, Area 17,963 SF Time of Conc. (min) 9.07 Meadows 0 Oufflow (cfs) 1 C= 0.40 Lawns 0,15 Design Year Flow 50 Pavement 0.90 Area (acres) 123 Meadows 0.3 Impervious Area (sq ft) 17963 CASE 1 'C Factor 0.40 Ar ' 0.494 _ 75 ft, Overland Flow - Ct = 0,15 Time Time Inc. Intens. Q Devel, Vol.in Vol.Out Storage L = 75 ft. (min) (sec) (inlhr) (cfs) {cu fl} (cu ft) (cu ft) n= 0.40 9.07 544 3.19 1.67 1219 544 675 S = 0,0100 5 300 4.58 2.26 909 300 609 Tc = 4,60 min., by Equation 3-2 of Guidelines 10 600 3.20 1.58 1241 600 641 15 900 2.45 121 1313 900 413 465 ft, Gutter flow 20 1200 1.97 0,97 1348 1200 148 25 1500 1,67 0,82 1390 1500 -110 Z1 = 50.0 For Z2 30 1800 1.45 0,72 1422 1800 •378 Z2 = 3.5 Type B=1.0 35 2100 1.30 0.64 1467 2100 •633 n= 0.016 Rolled = 3.5 40 2400 1.18 0.58 1507 2400 -893 S= 0.0080 45 2700 1.08 0.53 1539 2700 •1161 50 3000 0.99 0.49 1557 3000 -1443 d= 0.1900 ft. 55 3300 0,92 0,45 1584 3300 -1716 60 3600 0.87 0,43 1626 3600 -1974 65 3900 0,82 0,40 1654 3900 -2246 A R Q Tc Tc total I Qc 70 4200 0.80 0.40 1733 4200 •2467 0.97 0.09 1.67 4.48 9.01 3.37 1,67 75 4500 0.77 0.38 1782 4500 -2718 80 4800 0.75 0.37 1847 4800 -2953 Qpeak for Case 1= 1.67 cfs 85 5100 0,72 0.36 1879 5100 -3221 90 5400 0,71 0.35 1958 5400 -3442 95 5700 0,69 0,34 2006 5700 •3694 100 6000 0,67 0.33 2047 6000 -3953 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 426 cu ft peak flow =,90(4.58)(Imp. Area) = 1.70 cfs Provided Treatment Volume cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 675 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Storage Volume cu ft 1,70 cfs Number and Type of Orywells Required 0 Single , 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN; AB DESIGNER; GMM BASIN: AB DATE: 8•Jan-01 . Tot. Area 174,628 SF 4.01 Acres Time tncrement (min) 5 Imp, Area 57,726 SF Time of Conc, (min) 11.54 Meadows 0 Oufflow (cfs) 3 C= 0.40 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 4,01 Meadows 0.3 Impervious Area (sq ft) 57726 CASE 1 'C Factor 0,40 Area ' C 1.595 235 ft. Overland Flow Aspha Ct = 0,15 Time Time Inc, Intens. Q Devel. Vol.ln Vol,Out Storage L = 235 ft. (min) (sec) (infhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 11.54 692 2.92 4.68 4340 2077 2263 S = 0.0150 5 300 4.58 7.31 2937 900 2037 Tc = 8.07 min,, by Equation 3-2 of Guidelines 10 600 320 5.10 4104 1800 2304 15 900 2.45 3.91 4437 2700 1737 465 ft. Gutter flow 20 1200 1.97 3.14 4511 3600 911 25 1500 1.67 2.66 4623 4500 123 Z1 = 50.0 For Z2 30 1800 1.45 2.31 4708 5400 -692 Z2 = 3.5 Type B=1.0 35 2100 1.30 2.07 4843 6300 -1457 n= 0.016 Rolled = 3.5 40 2400 1.18 1.88 4961 7200 -2239 S= 0.0080 45 2700 1.08 1.72 5057 8100 -3043 50 3000 0.99 1.58 5110 9000 -3890 d= 0.2795 ft. 55 • 3300 0.92 1.47 5189 9900 -4711 60 3600 0,87 1.39 5323 10800 -5477 65 3900 0,82 1.31 5409 11700 -6291 A R Q Tc Tc total I Qc 70 4200 0.80 1.28 5660 12600 -6940 . 2.09 0.14 4.68 3.46 11,54 2,93 4.68 75 4500 0.77 1,23 5817 13500 -7683 80 4800 0.75 1,20 6024 14400 -8376 Qpeak for Case 1= 4.68 cfs 85 5100 0,72 1,15 6128 15300 -9172 90 5400 0.71 1,13 6383 16200 -9817 ' 95 5700 0.69 1,10 6533 17100 -10567 100 6000 0,67 1,07 6664 18000 -11336 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 1,039 cu ft peak flow =.90(4.58)(Imp. Area) = 5.46 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 2304 cu ft So, lhe Peak flow for the Basin is the greater of the two flows, Provided Storage Volume 2487 cu ft 5.46 cfs Number and Type of Drywells Required 0 Single 3 Double ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~r ~ ~ ~ PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3rd ADDITION BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: AB (ROAD ONLY) DESIGNER: GMM BA DATE: 8-Jan-01 Tot, Area 24,926 SF 0.57 Acres Time Increment (min) 5 Imp, Area 24,926 SF Time of Conc. (min) 5.00 Meadows 0 Outflow (cfs) 3 C= 0.90 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 0.57 Meadows 0.3 Impervious Area (sq ft) 24926 CASE 1 'C Factor 0.90 Area " C 0.515 0 ft. Overland Flow Asphaltic Area 24,926 Ct = 0.15 Time Time Inc. Intens. Q Devel, Vol.ln Vol,Out Storage L = 0 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 5.00 300 3,64 2.35 946 900 46 S = 0.0150 5 300 4.58 2.36 948 900 48 Tc = 0,00 min., by Equation 3-2 of Guidelines 10 600 3.20 1.65 1157 1800 -643 15 900 2,45 126 1264 2700 •1436 350 ft. Gutlerflow 20 1200 1.97 1,01 1321 3600 •2279 25 1500 1.67 0.86 1378 4500 -3122 Z1= 50,0 For Z2 30 1800 1.45 0.75 1420 5400 -3980 Z2 = 3.5 Type B=1.0 35 2100 1.30 0.67 1474 6300 -4826 n= 0.016 Rolled = 3,5 40 2400 1.18 0.61 1520 7200 -5680 S= 0.0080 45 2700 1.08 0.56 1558 8100 •6542 50 3000 0,99 0.51 1582 9000 -7418 d= 0.2160 ft. 55 3300 0.92 0,47 1612 9900 -8288 60 3600 0,87 0,45 1659 10800 -9141 65 3900 0.82 0,42 1690 11700 -10010 A R Q Tc Tc total I Qc 70 4200 0,80 0.41 1772 12600 -10828 1,25 0.11 2.35 3.09 5.00 4,58 2.36 75 4500 0,77 0,40 1825 13500 -11675 80 4800 0,75 0,39 1893 14400 -12507 Qpeak for Case 1= 2.36 cfs 85 5100 0.72 0.37 1929 15300 -13371 90 5400 0.71 0.37 2012 16200 -14188 95 5700 0.69 0.36 2062 17100 -15038 100 6000 0.67 0.35 2105 18000 -15895 CASE 2 . "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 1,039 cu ft peak flow =.90(4.58)(Imp, Area) = 2.36 cfs Provided Treatment Volume 1,105 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Requiretl by Bowstring 48 cu ft So, the Peak flow for the Basin is the greater of the two flows, Provided Storage Volume 2487 cu ft 2.36 cfs Number and Type of Drywells Required 0 Single 3 Double ~ ~w ~r ~ ~ ~ ~ ~ ~ r r ~ ~ ~■r ir ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3rd ADDiT10 BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN; CD DESIGNER:GMM BASIN: CD DATE: 8-Jan-01 , Tot. Area 54,572 SF 125 Acres Time Increment (min) 5 Imp, Area 19938 SF Time of Conc, (min) 8.11 Meadows 0 Outflow (cfs) 0.33 C= 0.42 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 1.25 • Meadows 0.3 Impervious Area (sq ft) 19938 CASE 1 'C Factor 0.42 Area ' C 0.531 170 ft. Overland Flow A - - Ct = 0.15 Time Time Inc, Intens, Q Devel, Vol.ln Vol.Out Storage L = 170 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0,40 8,11 487 3.30 1.93 1257 161 1096 S = 0.0160 5 300 4,58 2.43 978 99 879 Tc = 6.52 min., by Equation 3-2 of Guidelines 10 600 3.20 1.70 1301 198 1103 15 900 2.45 1,30 1387 297 1090 205 ft. Gutter flow 20 1200 1.97 1.05 1429 396 1033 25 1500 1.67 0,89 1477 495 982 Z1 = 50.0 For Z2 30 1800 1.45 0,77 1514 594 920 Z2 = 3.5 Type B=1,0 35 2100 1.30 0.69 1564 693 871 n= 0.016 Rolled = 3.5 40 2400 1.18 0,63 1608 792 816 S= 0,0130 45 2700 1.08 0,57 1644 891 753 50 3000 0.99 0.53 1665 990 675 d= 0.1830 ft. 55 3300 0.92 0.49 1694 1089 605 60 3600 0.87 0.46 1740 1188 552 65 3900 0.82 0.44 1771 1287 484 A R Q Tc Tc total I Qc 70 4200 0.80 0.42 1855 1386 469 0,90 0,09 1.93 1,59 8.11 3.66 1.94 75 4500 0.77 0.41 1908 1485 423 80 4800 0.75 0.40 1978 1584 394 Qpeak for Case 1= 1.94 cfs 85 5100 0.72 0.38 2014 1683 331 90 5400 0,71 0.38 2099 1782 317 . 95 5700 0.69 0.37 2150 1881 269 100 6000 0.67 0.36 2194 1980 214 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentralion less than 5 minutes so that the Minimum "208" Volume Required 472 cu ft peak flow =.90(4,58)(Imp. Area) = 1.89 cfs Provided Treafinent Volume 481 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1103 cu ft , So, the Peak Flow for the Basin is the grealer of the two flows, Provided Storage Volume 1147 cu ft 1.94 cfs Number and Type of Drywells Required 1 Single 0 Double r ■w ~ ~ ~ ~ ~ ~ ~ r ~r ~r ~ rr ~ ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITION BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: CD (road only) III DESIGNER: GMM BASIN1.1111 - DATE: 8-Jan-01 . Tot. Area 11,337 SF 0.26 Acres Time Increment (min) 5 Imp. Area 11,337 SF Time of Conc. (min) 5.00 Meadows 0 OutFlow (cfs) 0.33 C= 0.90 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 0.26 Meadows 0.3 Impervious Area (sq ft) 11337 CASE 1 'C Factor 0,90 Area " C 0.234 0 ft. Overland Flow Asphaltic Area 11337 Ct = 0.15 Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage L = 0 ft, (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 5.00 300 3.64 1,07 432 99 333 S = 0.0080 5 300 4,58 1,07 431 99 . 332 Tc = 0,00 min., by Equation 3-2 of Guidelines 10 600 3,20 0,75 526 198 328 15 900 2.45 0,51 575 297 278 205 ft. Gutter flow 20 1200 1.97 0,46 601 396 205 25 1500 1.67 0.39 627 495 132 Z1= 50,0 For Z2 30 1800 1.45 0.34 646 594 52 Z2 = 3,5 Type B=1,0 35 2100 1.30 0,30 671 693 -22 n= 0.016 Rolled = 3.5 40 2400 1.18 0.28 692 792 -100 S= 0.0130 45 2700 1.08 0.25 709 891 •182 50 3000 0.99 0.23 719 990 -271 d= 0.1470 ft. 55 3300 0.92 022 733 1089 •356 60 3600 0.87 0.20 754 1188 •434 65 3900 0.82 0.19 769 1287 -518 A R Q Tc Tc total I Qc 70 4200 0.80 0.19 806 1386 •580 0,58 0.07 1,07 1,84 5.00 4,58 1,07 75 4500 0,77 0.18 830 1485 -655 80 4800 0,75 0.18 861 1584 -723 Qpeak for Case 1= 1.07 cfs 85 5100 0,72 0.17 877 1683 -806 90 5400 0,71 0.17 915 1782 -867 95 5700 0,69 0.16 938 1881 -943 100 6000 0.67 0.16 958 1980 •1022 CASE 2 • "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 472 cu ft peak flow =,90(4.58)(Imp, Area) = 1.07 cfs Provided Treatment Volume 481 cu ft DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 333 cu ft So, the Peak flow for the Basin is the greater of lhe two flows, Provided Storage Volume 1147 cu ft 1.07 cfs Number and Type of Drywells Required 1 Single 0 Double ~ ~ ir ~■r ~w ~ ~ ~ ~ ~ ~ r ~ ~ r ~ ~ ~ ~ PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITION BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN; E DESIGNER; GMM ' BASIN; E DATE: 8-Jan-01 Tot. Area 72,084 SF 1,65 Acres Time Incremenl (min) 5 Imp, Area 0 SF . Time of Conc. (min) 9.67 Meadows 72,084 Outflow (cfs) 0.17 C= 0.30 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 1.65 Meadows 0.3 impervious Area (sq ft) 0 CASE 1 'C Factor 0.30 Area " C 0.496 460 ft. Overland Flow Asphallic Area 0 Ct = 0.15 Time Time Inc. Intens, Q Devel, Vol,ln Vol.Out Storage L = 460 ft. (min) (sec) (in/hr) (cfs) (cu fc) (cu ft) (cu ft) n= 0.40 9.67 580 3.13 1.58 1227 99 1128 ' S = 0.0400 5 300 4.58 227 914 51 863 Tc = 9.00 min., by Equation 3-2 of Guidelines 10 600 3,20 1,59 1267 102 1165 15 900 2.45 1.22 1335 153 1182 70 ft. Gutter flow 20 1200 1.97 0.98 1367 204 1163 25 1500 1.67 0,83 1407 255 1152 Z1 = 3.0 For Z2 30 1800 1.45 0,72 1438 306 1132 Z2 = 3.0 Type B=1.0 35 2100 1.30 0,65 1483 357 1126 n= 0.035 Rolled = 3.5 40 2400 1.18 0,59 1522 408 1114 S= 0.0100 45 2700 1.08 0,54 1553 459 1094 50 3000 0.99 0.49 1571 510 1061 d= 0.5500 ft. 55 3300 0.92 0.46 1597 561 1036 60 3600 0.87 0,43 1640 612 1028 65 3900 0,82 0.41 1668 663 1005 A R Q Tc Tc total I Qc 70 4200 0,80 0.40 1746 714 1032 0.91 0.26 1.58 0,67 9.67 320 1.59 75 4500 0,77 0.38 1796 765 1031 80 4800 0,75 0.37 1861 816 1045 Qpeak for Case 1= 1.59 cfs 85 5100 0,72 0.36 1893 867 1026 90 5400 0,71 0.35 1973 918 1055 95 5700 0,69 0.34 2020 969 1051 100 6000 0.67 0.33 2061 1020 1041 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 0 cu ft peak flow =.90(4,58)(Imp. Area) = 0.00 cfs Provided Treatment Volume cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 1182 cu ft So, the Peak flow for the Basin is the greater of the twa flows, Provided Storage Volume 1435 cu ft 1.59 cfs Number and Type of Drywells Required 0 Single #N!A Double PEAK FLOW CALCULATION PROJECT; SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: A- 2ND AODITION DESIGNER: GMM BASIN: A- 2ND ADDITION DATE: 8-Jan-01 Tot. Area 104,875 SF 2.41 Acres Time Increment (min) 5 Imp. Area 40317 SF Time of Conc. (min) 8.93 Meadows 0 Oufflow (cfs) 1 C= 0.44 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 2.41 Meadows 0.3 Impervious Area (sq ft) 40317 CASE 1 'C Factor 0.44 r ` 75 ft. Overland Flow mnm_x Ct = 0,15 Time Time Inc. Intens, Q Devel, Vol.ln Vol.Out Slorage L = 75 ft. (min) (sec) (inmr) (cfs) (cu ft) (cu ft) (cu ft) n= 0,40 8,93 536 3.21 3.60 2587 536 2051 S = 0.0300 5 300 4,58 4.83 1943 300 1643 Tc = 3.31 min., by Equation 3-2 of Guidelines 10 600 3.20 3.38 2642 600 2042 15 900 2,45 2.59 2798 900 1898 770 ft, Gutter Flow 20 1200 1.97 2.08 2874 1200 1674 25 1500 1.67 1.76 2965 1500 1465 Z1 = 50,0 For Z2 30 1800 1.45 1,53 3033 1800 1233 Z2 = 3,5 Type 6=1.0 35 2100 1.30 1.37 3131 2100 1031 n= 0.016 Rolled = 3.5 40 2400 1.18 1.25 3216 2400 816 S= 0.0100 45 2700 1.08 1.14 3285 2700 585 50 3000 0.99 1.04 3325 3000 325 d= 0,2430 ft, 55 3300 0.92 0,97 3381 3300 81 60 3600 0.87 0,92 3473 3600 •127 65 3900 0.82 0.87 3533 3900 -361 A R Q Tc Tc total I Qc 70 4200 0.80 0,84 3700 4200 •500 1.58 0.12 3,60 5.63 8.93 3.42 3.60 75 4500 0.77 0.81 3805 4500 •695 80 4800 0.75 0,79 3943 4800 -857 Qpeak for Case 1= 3.60 cfs ' 85 5100 0.72 0,76 4014 5100 -1086 90 5400 0.71 0,75 4183 5400 -1217 95 5700 0.69 0,73 4283 5700 -1417 100 6000 0.67 0,71 4371 6000 -1629 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the . Minimum "208" Volume Required 716 cu ft peak flow =,90(4.58)(Imp. Area) = 3.82 cfs Provided Treatment Volume 856 cu ft DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 2051 cu ft So, the Peak flow for the 8asin is the greater of the two Flows, Provided Storage Volume 1347 cu ft 3,82 cfs Number and Type of Drywells Required 0 Singie 1 Double ~ mm m mm-mmmmmmmmmmm mm PEAK FLOV1 CALCULATI(]N PROJEGI': SMELLEY LAKE 3rd ADQITIQ~I BOWSTRING METHOa FROJEGT: SHELLEY LAI(E 3rd AQDITION 50•Year Design Starm QETENTION BASIN DESrGN 5ASIN: A~ 2ND ADaITEON (ROAD ONLY) - pESIfiNER; GMM DATE' 8-Jan-01 Tot, Area 1$,517 SF 0,43 Rcres Time Increment (min) 5 lmp, Area 18617 SF Time of Ganc, (min) 6,95 Meadavs 0 Outflow (cts) 1 C w 0.90 Lawns 0.15 Design Year Flaw 50 Pavement 4.90 Area (acres) 4.43 Meadows 4.3 Irnpervious Area (sq ft) 18617 CASE 1 'C' F3cfor 4.90 Area ' C 0.385 a ft. Qverfand Fiow Asphaltic Area 18,617 Ct = 0,15 rime TRme Inc, Intens. Q Devel. Val,in Vo1,0ut Storage L = 0 fk. (min) (sec) (inlhr) (ofs) (cu fc) (cu ft) (cu tt) n= 0,40 6,95 417 3.43 1.55 865 417 448 S = ~.43QQ 5 300 4.58 1,76 708 300 408 TC = 0.00 min., by Equakion 3-2 of Guidelines 10 600 3.20 1.23 993 E00 313 15 900 2.45 0.94 9e2 900 82 770 #t. Gutter flaw 20 1200 1.97 4.76 1017 9200 •183 25 1500 1.67 0.64 1055 1506 •445 Z1 = 50.0 For Z2 30 1800 1.45 0.56 1083 1804 •717 Z2 = 3.5 Type B=1.0 35 2100 1.30 4.50 1121 2100 -979 n= 4A16 Rallad = 3.5 40 2400 1.18 0.45 1154 2400 -1246 5= 0.0100 45 2700 1.08 0.42 1181 2700 -1519 50 3000 0.99 0.38 1196 3000 -1804 d= O.1770 ft, 55 3304 0.92 0.35 1218 3300 -2082 60 3600 0.97 0,33 1252 3800 -2348 65 3900 0.82 0.32 1275 3904 -2625 A R Q Tc Te total i Qc 70 4200 0.80 0.31 1336 4200 -2864 4.84 0,09 1.55 6,95 6.95 4.00 1.64 75 4500 0,77 0.30 1375 4500 y3125 80 4800 0,75 0,29 1426 4806 -3374 Qpeak for Gase 1= 1,54 cfs 85 5100 0.72 0,28 1452 5100 -364B 90 5400 0,71 0,27 1513 5400 -ssar 95 5700 0,69 0,27 1560 5700 -4150 100 6000 4.67 0.26 1583 6000 -4417 CASE 2 "208" TREATMENT REQUIREMENTS Case Z assumes a Time of Cancentrakion less than 5 minutes so fhat the Minimum "208" Volurne Required 776 cu ft peak flow =.90(4,58)(Imp. Rrea) = 1.76 cfs Provided Treatment Valurne $55 cu Pt DRYWELL REQUIREMEN7S • 50 YEAR OF-SIGN STORM Mexirnum Siqrage Required by Bowstriflg 448 cu ft So, the Peak flow for #ne 8asin is the greater af the two flows, Provided Storage Voluma 1347 cu ft 1 .76 cfs Number and Type af Drywells Required 0 Single 1 D0uble , r ~ ~ r■~r ~ ~r ~ ~■~r ~ ~ ~ r ~ ~ ~ ~ ~■ir ~ r PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITION BOWSTRING METHOD PROJECT: SHELLEY LAKE 3rd ADDITION 50•Year Design Storm DETENTION BASIN DESIGN BASIN: B- 2ND ADDITION DESIGNER; GMM BASIN; B- 2ND ADDITION DATE; 8-Jan-01 Tot. Area 193,754 SF 4.45 Acres Time Increment (min) 5 Imp. Area 35092 SF Time of Conc. (min) 8.92 Meadows 111326 Outflow (cfs) 1 C= 029 Lawns 0.15 Design Year Flow 50 Pavement 0,90 Area (acres) 4.45 Meadows 0,15 Impervious Area (sq ft) 35092 CASE 1 'C' Factor 0.29 Area ' C 1271 400 ft. Overland Flow Asphallic Area 17,437 Ct = 0.15 Time Time Inc. Intens. Q Devel. Vol.ln Vol,Out Storage L = 400 ft. (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 8.92 535 3,21 4.34 3107 535 2573 S = 0,0450 5 300 4,58 5.82 2341 300 2041 Tc = 7,99 min., by Equation 3-2 of Guidelines 10 600 3,20 4.07 3181 600 2581 15 900 2.45 3.11 3370 900 2470 200 ft. Gutter flaw 20 1200 1,97 2,50 3461 1200 2261 25 1500 1.67 2.12 3571 1500 2071 Z1 = 50.0 For Z2 30 1800 1.45 1,84 3654 1800 1854 Z2 = 3.5 Type B=1,0 35 2100 1.30 1.65 3772 2100 1672 n= 0,016 Rolled = 3.5 40 2400 1.18 1.50 3873 2400 1473 S= 0.0300 45 2700 1.08 1.37 3957 2700 1257 50 3000 0.99 1.26 4005 3000 1005 d= 0.2120 ft. 55 3300 0.92 1.17 4073 3300 773 60 3600 0.87 1.11 4183 3600 583 65 3900 0.82 1.04 4256 3900 356 A R Q Tc Tc total I Qc 70 4200 0.80 1.02 4457 4200 257 1,20 0,11 4.34 0.92 8.92 3.42 4.35 75 4500 0.77 0.98 4583 4500 83 80 4800 0.75 0.95 4750 4800 •50 Qpeak for Case 1= 4.35 cfs 85 5100 0.72 0.92 4835 5100 -265 90 5400 0.71 0.90 5039 5400 -361 95 5700 0.69 0,88 5160 5700 -540 100 6000 0.67 0.85 5266 6000 -734 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so that the Minimum "208" Volume Required 727 cu ft peak flow =.90(4,58)(Imp. Area) = 3.32 cfs Provided Treatment Volume 1,096 cu ft • DRYWELL REQUIREMENTS • 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 2561 cu ft So, the Peak flow for the Basin is the greater of the two Flows, Provided Storage Volume 2600 cu ft4.35 cfs Number and Type of Drywells Required 0 Single 1 Double PEAK FLOW CALCULATION PROJECT: SHELLEY LAKE 3rd ADDITIO BOWSTRING METHOD PROJECT; SHELLEY LAKE 3rd ADDITION 50-Year Design Storm DETENTION BASIN DESIGN BASIN: B- 2ND ADDITION (ROAD ONLY) DESIGNER: GMM BASIN: B- 2ND ADDI - DATE: 8-Jan-01 . Tot, Area 17,437 SF 0,40 Acres Time Increment (min) 5 Imp. Area 17437 SF Time of Conc, (min) 5,00 Meadows 0 OutFlow (cfs) 1 C= 0.90 Lawns 0.15 Design Year Flow 50 Pavement 0.90 Area (acres) 0.40 Meadows 0.15 Impervious Area (sq ft) 17437 CASE 1 'C Factor 0,90 Area ' C 0.360 0 ft. Overland Flow Asphaltic Area 17,437 Ct = 0,15 Time Time Inc. Inlens. Q Devel. Vol.ln Vol.Out Storage L = 0 ft. (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft) n= 0.40 5.00 300 3.64 1.65 662 300 362 S = 0,0900 5 300 4,58 1.65 663 300 363 Tc = 0.00 min., by Equation 3-2 of Guidelines 10 600 3.20 1.15 809 600 209 15 900 2,45 0.88 884 900 -16 200 ft, Gutter flow 20 1200 1.97 0.71 924 1200 -276 25 1500 1.67 0.60 964 1500 -536 Z1 = 50.0 For Z2 30 1800 1.45 0.52 994 1800 -806 Z2 = 3,5 Type B=1.0 35 2100 1.30 0.47 1031 2100 -1069 n= 0,016 Rolled = 3,5 40 2400 1.18 0,43 1064 2400 •1336 S= 0.0300 45 2700 1.08 0.39 1090 2700 -1610 50 3000 0.99 0,36 1106 3000 •1894 d= 0.1475 ft. 55 3300 0.92 0.33 1128 3300 •2172 60 3600 0.87 0.31 1160 3600 •2440 • 65 3900 0.82 0.30 1182 3900 •2718 A R Q Tc Tc total I Qc 70 4200 0.80 0.29 1240 4200 •2960 0.58 0.07 1.65 1.18 5.00 4.58 1,65 75 4500 0.17 0.28 1277 4500 -3223 80 4800 0.75 0.27 1325 4800 -3475 Qpeak for Case 1= 1,65 cfs 85 5100 0.72 0,26 1349 5100 -3751 90 5400 0.71 0.26 1407 5400 -3993 95 5700 0.69 0.25 1442 5700 -4258 100 6000 0.67 0.24 1473 6000 -4527 CASE 2 "208" TREATMENT REQUIREMENTS Case 2 assumes a Time of Concentration less than 5 minutes so thal ihe Minimum "208" Volume Required 727 cu ft peak flow =.90(4.58)(Imp. Area) = 1.65 cfs Provided Treatment Volume 1,096 cu ft ' DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM Maximum Storage Required by Bowstring 363 cu ft So, the Peak flow for the Basin is the greater of the fwo flows, Provided Storage Volume 2600 cu ft 1.65 cfs Number and Type of Drywells Required 0 Single , 1 Double CI,C 707 West 7th Ave. Planning Associates, Inc. Suite 200 Engincering spokane, wa 99204 Architecture (509) 458-6540 LandscapeArchiteccure (509) 458-6844 FAX Land Surveying P61JECT po ~ 2-2 q eGZ (C C gy 6>./j M dQ6NE. ~ ~l S 881dEbT ~ f °~b -c -a- J - h-~-ti ---1--` ~ -~(-_~`--~-~t- ~_'-t_t_ ~ fi..~'._ .F...~..~A.~C.~ ~ _CJ ~--i-°-•-- -~--,y-~- 1~ ► =~~i ~ i ~ _ ~ ~ _~.__l ~t . L_;_ t~ I j ~ ~ a i f ~ ~I _ ~ ~ ' ~ .i- , , ~ 1 ' _ n•~. 1~ j' ~ ~_~.-.-~...t..~.'. L--~`.-~..-~ _~-_1...~__.l. 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' r _ ~ _t_ ' ~ . ~ ; . . . ~ ~ . 1 -i ~ . . . . . . . ~ . . . . . ~ _ _ _ - . ~ . _ _ . . _ . c i~ . 7• _t„ _ i 1 . - - ' - - • ' ' - . • . • - . • ' ~ - , , • ' . • ~ - - - - - - ` - . o. . . _ • - _ ' - = . . . . s . ..o . . _ . _ . . _ • 1110 PA6f OF Scenario: Base PIPE CONFIGURATION . BASIN AB 0-1 n N ~ A Q T4TAL = 4.87 CFS I-2 Q =1.67 cfs ; [J cL Q = 3.20 cfs Q = 3.20 cfs ; F] I-1 Title: Shelley Lake 3rd Addition Project Engineer: Gloria Mantz c:lhaestad\slmC\s00095.stm CLC Assaciates, Inc. StormCAD v4.1 [428] 01/08101 03;59:21 PM (D Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 , Page 1 of 1 Scenario: Base Combined PipelNode Report Label Upstreambownstrearr~ Length Section Constructed Average Upstream Oownstream Upstreaml Energy Energy System Full Minimum Has Node Node (ft) Size Slope Velocity Invert Invert Ground Grade Grade Fixed Capaciry Cover Hydraulic (fVft) (fUs) Elevation Elevation Elevation Line In Line Out Flow (cfs) (ft) Jump? (fq (ft) (ft) ~ (ft) (ft) (cfs) P-1 1-1 1-2 i/ 25.00 12 inch0.010000 ~ 4,13 2,039.12 2,038.87 ,042.1 ? 040.33 ?,040.23 3.20 4.63 2.00 false P-2 1•2 0•1 92.00 12 inch 0.024674 ✓ 9.93 2,038,17 2,036.5 ,042.1 .,040.90'.,038.63 4.87 7.27 2.00 false Tide: Shelley Lake 3rd Addition Project Engineer; Gloria Mantz c:lhaestadlstmcls00095.stm CLC Assoclates, Inc. StormCAD v4,1 (428] 01108/01 03:59:31 PM C)Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA f1 •203-755•1666 Page 1 of 1 ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Profile Scenario: Base ~ Label: I-2 Label: I-1 Pom: 2,042.12 ftR m 2,042.12 ft ~ . Sump: 2,038.77 ft Sump: 2,039.12 ft 2,2'50 _a 2,041.50 ~ 2,040.50 i Devation (ft) Label: 0;1..-.--_ , 2 039.50 Rim: 2,037.00 ft I . W..~ Sump:2;036:50-ft-_,..._ 2,038.50 2,037.50 ~ f 2,036.50 0+00 0+20 Label0+~p 0+60 0+80 1+00 1+20 : P-2 Up. Invert: 2,038.77 ft ✓ Dn. Invert: 2,036.50 ft~ Label: P-1 L: 92.00 ft✓ Up. Inv~ert: 2,039.12 ft✓~ Size:12 inch -00" Stabon (ft) Dn. Invert: 2,038.87 ft r/ S: 0.024674 fVft ✓ L: 25.00 ft~ Size:12 inch ~ S: 0.010000 ftift Title: Shelley Lake 3rd Addition Project Engineer; Gloria Mantz c:lhaestadlstmc1s00095.stm CLC Associates, Inc. StormCAD v4.1 (428) 01105/01 04:26:03 PM (DHaestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 . ~1 Cj,C 707 West 7th Ave. Planning Associates, Inc. Snite 200 Engineering Spokane, WA 99204 Architecture (549) 458-6840 Landscape Architeau'e , (549) 458-6844 FAX Iand Surveying ~ ,lf ddb d Cabnd. li/ Cmreu% la~ rBLRCr AneQe \4jor k-e. -f>r l DiffE 1 2-8/o . no Mo. - :o ~~JECT er 6^^41 'Pt ~ - . ~ 7 AU _ - ! I~ ~ .,1..►.~i _ 1 1 1 f ,._.L. - ~ ! I ~ I• { i• _~;~j~►~ ~ ~a~ ; 6 , _r I, ( Iri 1~ ~I ~'I 1~ i I_ 1 E~ E t_ 1 ~ ' 0" i f_! I t f ~ ~ f f E i ( 1 i Fp ii__ N - ; t ~ - +1 • ~ , . ~ ~ ~ ~ - ~ ~ r- t - ~ -E.- ~ ~ ~ ~ ~ ~ f ~ ~ I ~ _ ~ ! ~:,y ~ ~ ~ ^ , ~ - I J V ► I . 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"R" CURB ~ ~ ~ _ - ° ~ --'f 2p33 TTER f TYPE "B° DRYVIIELL WITH TYPE METAL FRAME AND GRATE PER'WiOE U1PfiY-, SPOKANE COUNTY STANDARD SEMEP41' ,,2o3a . PLANS 8-1 AND B-15. STA 13+87.16, OFFSET=23.0' R~'_ . RATE ELEVATION=2031.96 2032 . . f i i ---TYPE 1"'C-URB INLET 2033~ PER SPOKANE 'CQUNTY STANDARD PLAN 5'-TYPE "1" CURB INLET PER TA 13+73.65, TC=2032.e~ SPOKANE COUNTY STANDARD _ s. ~ PLAN 8-8 STA 12+59.72, TC=2033.76 2034 _ \ ~ " ! ~ J/~ ' . 10' 1MDE U11tITY EASEMENT 4'-TYPE "1" CURB INLET PER - Bp DRYWELL 1MTH TYPE "4n kE SPOKANE COUNTY STANDARD AL FRAME AND GRATE PER PLAN 8-8 fA K ANE COUNTY STANDARD 4J STA 12+ 41. 72, TC= 2033. 89 NS B-1 AND B-15. 5' DRAINAGE14+08.99, OFFSET=34.66' LT EASEMENT~'1 ~.,RATE ELEVATlON=2031.97 STq 14+11.59 4' f•: 41.27' RT 5' DRAINAGE 2s~ EASEMENT S~. POND »D» . TYPE B DRYWELL WITH POND BTM ELEV =2031.47 M SPOKANE ETAL FRAME AND GRATE ~x REQ D 208 AREA=452 SF - • P ANS 8 1 CAllNTM STANC PONO BTN! AREA PROVIDED=682 ND B 15. MIN. BERM ELEV=2033.82 STA 13+83.02, OFFSET=3, „ „ j„ „ - ~ ``GRATE ELEVAT10~1=2031.9 -~E B DRYWELL WITH TYPE 4 , ` IETAL FRAME AND GRATE PER . ~ 3 iPOKANE COUNTY STANDARD 'LANS B-1 AND B-15. ~TA 12+68.97, OfFSET=23.00' LT ;RATE ELEVATIQN=2032.14 , ~ • , . ; s . ; ~n . . PON-D "Af>, D & 1 SCALE: 1 20' N01 - , s ~ . . , _ i . . . : _ . . . . - ~ . l, ~ . . . . . _ : - - . - - . . . . . i . . . . . _ - . . _ . . . . . . ~ - ~ . . . _ . . - ~ ~ . ~ ~ . : - - . ~ . ~ . . . _ . .~I ~ i R• I /I ' • • • • I ? ~ ~ • ~ ~ . - - • ~ • . ' j~ . ~ • I - I ~ . ~ • . • ~~1 . . I : . - ~ ~ - - . : TYPE "6" DRYWELL WITH TYPE "4" METAL FRAME AND GRATE PER ~ SPOKANE COUNTY STANOARD ~ ~ PLANS B-1 AND 6-15. " STA 8+67.94, OFFSET=23.00' LT • . ' - „ i ~ GRATE ELEVAT10N=2034.74 ~ . . - - . . . ' • t. ~ , , • . ( • - i ) " . . . • • : " . . • ' • • _ _ ' ~ ' :r.: . . - . ' _ , . • • ' ' ' ~ _ 1" . . . . PROPO~A RETAINING ~ 'I 1~!/~LL" ~(OPTIONAL) . • fr _r - l I ~ 1 ,~l f I ~ F - ~ ` , . _ ~ . . . 2 , _ . ~ ~ . . . - . . . . . , . - . . . . . . ~ ~~e Q . Spo 2 2 ?0 . '~4NF coU . N~"E~~GIN~F MEMORANDUM ~ TO: Division of Engineering and Roads, Scoft Engelhard, c/o Sandy Kimball lD.~ivision o =n .er•in g ~ INP Division of Utilities, Jim Red Stormwater Utility, Brenda Sims Spokane Regional Health District, Steve Holderby Spokane County Fire District No. 1 Vera Water & Power Spokane County Division of Building & Code Enforcement; Jeff Forry FROM: Tammy Jones, Associate Planner DATE: February 22, 2001 SUBJECT: Final plat of Shelley Lake PUD 3r`' Addition; PE-1750-94/ZE-34-94/PUDE-4-94 Attached is a copy of the proposed final plat for Shelley Lake PUD Yd Addition; PE-1750- 94/ZE-34-94/PUDE-4-94. Please review and forward your comments to me by March 7, 2001. If you have any questions regarding this matter, please contact me at 477-7225. Enclosure(s) copy without enclosures to: Patrick Moore, CLC