Loading...
28101 MISC 1VIETR0 ENGINEERING, INC. Civil C, ngirreering arrd Project Manngemerrt Services April 7, 2000 Spokane County Engineering Department 1026 W. Broadway - Spokane, WA 99260 Post-it° Fax Note 7671 oate J149es ~ ~ TO From ~ ATTENTION: Ed Party, P.E. Co-/De Co. ~b, 6, Phone # Phone # ~n RE: Shelley Acres (P1773) Fax # f Fax # r 6%b 24 ttf'r Dear Ed: - - - - - Attached please find the revised road plan for Shelley Acres, per our recent phone conversation. As I mentioned the grade, at the end of the project (station 11 + 47 forward and cul-de-sac), was raised to achieve the adequate cover over an existing waterline. The pond elevation off the end of the cul-de-sac was also raised accordingly. The change does . not have an effect on any other part of the project. ~ Please ca11 me if you have any nuestions or comments. ~ Sincerely, MetrnEngineering, Inc. ~ ~ _1d . /rine7lpal ee, P. Engineer ~ ~ attachments cc: File Bill Main, Jr. RECEIVED APR 0 7 2000 SP4KANE COUNTY ENGINEEA S. 324 Sherman St. Spokane, Wa.shington 99202 Ph.: 509-624-9351 Fau: 509-624-8153 M E M 0 R A N D U lYl DATE: March 16, 2000 - TO: James RachardsQn, Current Planning . FROM Katheri-ne Miller, E.I.T. and Virginia Darrell, ,P,E.;Stormwater Utility FtE: Finalflat a.f She11y Acres; PE-1773-95 CC: Drainage easernents are shawn on the face af the plat, but not discussed in the plat language. - Prior ta finaf approval, the plat dedicatian language needs ta include a discussion regarding the deainage easements. . G:ITEMRIpe177395.dae ~ . S P O K A N E C O U N T Y . ~ DNISION OF ENCINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Caunty Engineer October 5, 1999 Joel Lee, P.E. Metro Engineering 324 S. Sherman ' Spokane, WA 99202 SUBJECT: P1773 - S6elley Acres 2'd Submittal Gentlemea: `Ihe Spokane County Engineers Office has conducted a cursory review of the road and drainage plans for this project. We are unable to accept the plans for construction at this time. The following items aze needed before the plans can be accepted for construction: • Developer's signature . • Fire District signature • Riprap calculations for the pipe outlet in Pond D • Pipe calculations need to include backwater analysis - pipe is in subcritical flow • Project site drainage basins need to be coordinated with the off-site basin map. It appears that a portion of Offsite Basin A now flows into Onsite Basins D and E. The proposed grading far the driveway would cut-offthe offsite basin and concentrate the flows into an area where they currently are not expected to run. • Finished grading contours in the vicinity of the ponds should be shown, and need to catch within the easement limits. Pond sideslopes need to be coordinated with the grading plan • Dimensions for length and width of the pond floors need to be shown on the Road Plans and on the 208 lot Plans • A standard driveway entry should be provided at the Courtney LaneJSteen Court intersection, since this access serves more than 1 Iot. If the Drainage Report from this submittal is revised only with the necessary calculations and resubmitted, please provide a second copy of the revised sheets, and we will place those in the copy we have retained at the County. A full second copy of the Drainage ReFort is not necessary at this point, but may be submitted if you desire. Please caU Ed Parry (477-3600) if you have any questions. Sincereiy, p William A. Johns, P.E. Spokane County Engineer EdwardJr., P.E. Ptan Review Engineer Cc: Fiie Reviewer 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD: (509) 324-3165 ~ • y s 1 Submittal Checklist RECEIVED for Road & Drainage Projects in Spokane Couoty - Flats/Short PSH 22 jt~ This Submittal Checklist is to be completed and signed by the Sponsor's Engineer, and inclu~~*W9W~WtNEEA submittal into the Spokane County Engineers Office. If this form is not fully completed and signed, do not submit plans and calculatiorrs to Spokane Counry for review and acceptance. I»complete submittals will be returned and will cause unnecessary delays for your client. Project Name: S A e 1/&), A ~'-ieS, . m'~ ~ o Spokane County ~ Pro'ect No. P/773 Date: q A I,ti I Pro~ect En ' eer: ~I~ '21/^ ee'', k, , '~`c. ~Tc! ~4P one: 6 2y- 93S'( J ~ , Project Sponsor: ftI441 ~ Phone: q 2-2 -"30 o v A. Preliminary Process Prior to Submitsal of Road and Drainage Plans, the following events are to have already occurred: (By checking each item o,(j''shown below, you are stating thatyou have verifred these events/items have been comp/eted.) Adoption of a Hearing Examiner's Report for this long plat, or a Plannine, Report for this short plat. 0 ~ At least oae Pre-Desip Meeting has been heid wiih Cownty staff at the Engineers Office. D An "Agreement ta Pay Fees" has been signed by the project sponsor, and submitted to the County ~ Engiaeers Off ce. 0 A Channelization Plan (e.g. signing and striping plan) of public roadway improvements, has been coordinated and discussed with the County Engineers Office. B. Road and Drainage Plan SubYnittal The items listed below are to be provided as a minimum with a road and drainage plan submittal. Additional infoRnation may be required to demonstrate that the plans meet all applicable standards. (By checking "yes" for evch item shown below, you are verifying that these items have been completed and are included in this submittal. For ony box checked "n/a a writtea justificcrtion oj arry omissions at the end of this section is required) / Item Description T/ ves / Road and drainage plans, two print sets. (Certification statement on cover of plans) Q ves ~ n/a One set of plans on 24" x 36" mylar media, or CAD electronic file --.DWG or.DXF format 0,-es Each Plan Sheei of record is signed and dated by the project sponsor. ~•~oc esS) ves The road and dra.inage design meets the requirements of State law, WAC 196-27 regarding r "confortnity with accepted standards"; that is, the design reflects the "state of the practice" for the proposed concept. LV ves The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed z and dated by an engineer licensed in the State of Washington. (5( ves ❑ n/a Drainage Report, two sets. To include: basin map(s), time of concentration routes in basin ~ map, and Certification statement on cover of report and basin map. 0•es ~ n/a Geotechnical RePort, one set. (Include all soil test pit/boring logs.) .~~•....~.~.'o.~ ~.s....~ P~~~ r ~~~es Structural Pavement Calculations, one set oel ~r~,•~~}!~. z'~s•.,,,~Q,,Q ('~b.•,„fF•:/ , ~Vzs ~4a Cross-slope grade calculations for road widening projects. i • - '11 ~ Item Descripiion yes 0 n/a Maintenance Manual and Sinking Fund calcuIations for drainage facilities located outside of / County road right-of-way. Sti,, 44.«.: !f ecQ ) yes 0 nla Written explanation of who/what entity will be responsible for maintaining drainage facilities which are located outside of public road right-of-Nvay, and that the plan is acceptable to the County Engineers Office. (.f k•~~%~~1 ~ yes C] n/a Channeiization Plan, or signing and striping information provided in ihe road plans. To be included in road and drainage plan set. yes 0 nla I have read the Hearing Examiner's Report (Iong plat), or Plaruung Dept. Findings and / Conditions (short plat), for this project. The design meets the conditions in the report. 0 es n/a Copy of Approved Design Deviations. 9t yes 0 n/a Fire District A roval for rivate roads. S.. b», D :~k. t~v%t PP , P ( ~ / S►~.,,~ -~'s.,~ / 0/yes O n/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. Vyes ❑ n/a Any applicable Staie and Federal permiis have been obtained. (i.e. HPA, 1ARPA, etc.). For Permits with conditions, a copy of the permit and coaditions are included in the plan submittal. 0 yes /nt Iaspection Agreement between the sponsor and its engineer. : Y" 0 yes n/a For off-site easements to be granted to Spokane County, the following items shall be / included: lepal description, exhibit, and proof of ownership. 0' yes 0 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in the road and drainap plan set. Expianation for any items listed above which are not included in this submittal: " ~ (Note: an insufficient justification of why an item not included in the submitted, or incomplete doc:umencs, may result in the submittal being returned without review or ~~out a rovide anaihments if neu;ssary.) By signing below, the engineer is stating that in the submittal is complete, that the information provided in the Submittal Checklist a~at 0 e d calculations are in accordance with ihe Spokane County Standards for ~oad E'~ver c d the Guidelines for Stormwater Management, eYCept where an appr Desi e'ation othe 's , . Engineer's Signature: 30891 o Q+~ ate: Engineer's Name: cz AL ~ (please print) IAE8 ?r21l ~ If there are any questions about this form or appropriate procedures, please call Development Services, Spokane Counry Public Works, at (509) 456-3600. For Spokane County Use Oniy Submittal No: Z County Plan Reviewer: PA" Accepted in for Revietiv or Construction Returned to the engineer without acceptance, See attached letter of expla.nation. Processing Date: 5 ccli-lq - ---.Submittal. Cliecklist Z - Spokane County Public Works: April 29. 1998 METRO ENGINEERING, INC. S. 324 Sherman LETTER OF TRANSMITTAL Spokane, WA 99202 (509) 624-9351 Fax: (509) 624-8153 , TO: Date: 09/22/99 Job No: 97-035 Spokane County Engineers Attention: Bill Hemmings, P.E. Re: Shelley Acres Addition 1026 W. Broadway IMCEIVED Spokane, WA 99260 ~ WE ARE SENDING YOU: SIOME COUNN ENGINEER x I Attached Under separate cover via the following items: Shop Drawings Prints Plans Samples Copy of Letter Change Order Specifications Mylar Copies ~ Date ~ No. Description 1 1 Submittal Checklist 2 1 Drainage Report 2 1 Street and Drainage Plans (Blueprints) 1 5 Individual Lot Plans THESE ARE TRANSMTTTED AS CHECKED BELOW: X For approval Approved as submitted Resubmit copies for approval 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 a.fter loan to us COMMENTS: If you have any questions please call. Thank you! COPY TO: Bill Main, Jr.; Main Corporation SIGNED: J . P.E. 01MEriS10M vARiES (SEE PLA~J) ~ _ a' MAx. I cc 'j.0 MIN.1 W ExiSliW, (,ki)UNO I } 0 5' ,~-?d' • Q Z ~ rl01E5: ~ , ` . C7 Z r W 1) SEEO POtdD PER SEEOlhIG > ~~'ECIFI_~^TIGr~S _ ~ z ll Ll lt UJ N O 2) ;tdFAF OR-lvtElt aN0 ORaJtiruCF. s'dliH FILTER fA6RIC (AMCO #4545 SPONaNE COUNTM - w ' pR EOUIveLEN7) STAPJDaRO QP.YWELL ~ W ZQ 3) tQwSTRUCT 0PY►vEll pER SPOYahE cn Y C01,11t1Y OElA►t 8-1 O 208" FO i\lD SECTiOra N NpT lr graLE O C> v7 . 'cO ~ 3 • "r G • ~ ~ r ~ L ~ ~ ~fl 0 25 5Q 100 ~ ~ G SCALE: 1 50' ~ t*Y ' cy,4/'V4CE r~1308 PGNG G •'8•, ~ SOTTOM EL.=2032.7 ~ ~ GRYWELL T.0 .G.=2033.2 \ SJ-rAf.'VT S~-~g GK ~i't°q /t, Ui fLiiY E:+^ ~ci-mEMI L=2- 20•2 9 G i i EP 30891 C ~ i- ,Ct'S~`~`ISTE~ f)NAL ~ ~ EN co ~ E.XPIP.ES 2-21-01 ( i \,7r)35-248.DwG' XPEF: 7035BASE.OVdG V: 8K2-LjI ~ ` INDNIDUAL LOT PLAN ~ METRO ENGINEERING, INC. SHELLEY ACRES ADDITION S. 324 SHERMAN LOT 1, BLOCK 2 SPOKANE, WA 99202 ORAUdN gY: JF<o ~ D.47E: 07/30i 99 ~ (509) 624-9351 CE.{`rK `e, gY: JGL ~ pPo„EC? hlc.: 9 7 _nz55 ~ - OiMEM510ri VaRiES (SEE FIAN) ! MA'{, ~ cr- Ei:i5?IPlb GRdUId[1 1.0' MIN. 'l/ W - - . ' a ~ i ~ W ~ ~ Z tJOT E _ : ~ ~ Z 1) SEFO POMp PER SEEOIPlG W SPECiFIC4+710t1S 2) wRAF URYviELL ANO DkainrkoCF. W N ~ WI1H FILTER FA6RiC (AMCG J4545 SPO!<ANE COUNTY O OR EOUIvAlEN7) STardpaRO . DpYwEIL U Q~ v LLJ 3) CONSjRUCF pRY1NELL PER SPrJk4NE w W Z C4Ut-11Y OE1411, 8- 1 cc N ~ "208" POrJD SEr_.TiQrli o a ~ nl OT 10 SC&E a Q 4r; cJ ~ ~coi 0 25 5G 100 ~ J G MMMMOMI SCALE: 1 50' z 2J, ` ~ ~ FhdElV~ 1 ~ ..Zaa" PoNc .,a" I w EOTTUM EL.=2032.7 - ~ ~ ~ 4~j - DYWELL T.0 GR=2033.2~ £.~~~<n,~~ ~ ~aACt< ~fT' _ i J ~ wA.s~`~:' U I Ii.i lY L=L LEl.G~r G i t EP o~ 0891 1 ~ g C t~j u ! rGJNA L ~ T E: E f ~ - ~ EXP]P.ES 2-21-01 ~ 7035-208.6WG xRFF: 70358ASE.DwG v: 8K2-1T1 J ~ INDN{DUAL LOT PLAN ~ METRO ENGINEERING, INC. SHELLEY ACRES ADDITION S. 324 SHERMAN LOT 1, BLOCK 2 SPOKANE, WA 99202 DRAti'd;d 8Y; JK4 ~ DAIE: 07/30/99 ~ (509) 624-9351 CHECK`p gY: JGL , PF?Wr-'C? hlo.: 97-L35 / ~ S ac , ~ ~ w 0 2 5 50 („j.l 1 z L., ~ ~ SCALE: 1 ~Q w ~ z , N ~ ~ ~ 0 1b~ ~ \ U CL o W LLJ w Z \ \ / ORYVdELL, T.O.G.=2081.5 ~ '~,j.0p' ~ T=52.49' - i i ~ ~38' 34'27" ` _ 1110 g9 ~ - - ~ ~ 3 39• 4 26 4y 9 5. 91 ' A Sy~ .-~~1 30' , . J~ PP,IVATE ROAp 0 EAS)EMENT \ c:, 1 /1 Q~? o~, 2 \ ra'. ~ ~ t~S,~ISTEg 'SIGNAL pEA~ATF_ SE MEN7 30\ s I EXPIRES 2-21-01 I fl ..208" POND ' E" ~ EA~SFh4FNr EOTTOM EL. \ ~ 2081.0 -t9 - ~ NL6 C- (D ~ , ' / ~ ~ \ ~ •`4 pS~,~,E,~ ` RpP No1 Cs: 1) SOD OR SEED POND PER SEEDING \ SPECIFICATIOfJ. ~ 2) WRAP ORYWELL AND ORAINROCK WITH • FILTER FABRIC (aMOCO #4545 0R , • EOlilvAl.ENT)- SE7gACK LINE ~ 3) COtJSTRUCT 0RYNELL PER SPOKANE CflUNTY JETAIL 8- Z. r~ UT1LfTY_EASEMENT oiMENSioN vaRiES (SEE PLAtd) PRIVATE pRIVE o, L=125.00' ~ ~ ' - ~ i' Mira. MiN. Ex15TRJG GRQUtdD r 05 ~ R g~ GUTf ~p PAVEMENT SECIION ~ c 0 , ~ _ R~' SPOKANE COUN7Y STANDARO ~ rrnE .,A.. GR)Ifrf--ll wI1H 7YPE 4 FRAME Aw0 GRATE COURTNEY LANE ' "208" POND SECTION ~ 7035- 208.0WG XREF: 70358ASE.OWG v: 8ti 1-LTa NOT TO SCALE ` iNDiviDJ~ L^v i FaLn{ti ~ METRO ENGINEERING, INC. SHELLEY ACRES ADDITION S. 324 SHERMAN LOT 4, BLOCK 1 SPOKANE, WA 99202 DP,AWN BY: JKO ~ OATE: 07/30/99 ~ (509) 624-9351 CHECKEp BY: JGL ~ PRQJECT No.: 97-035 j \ J• cc Z 50 z w , n\ I i ~ SCL~: Gy ~ ~~2ZT ' ` O \ V ~ U a Q \ W W w DRYWELL, T.O.G.=2081.5 ~ T_ti2•4~~ ~ - 32' 3 4 7" ~ ~y~ 4, • ~~cs ~ 26' ~ti , _ ~ . ♦ f ~ ~ \ ~ ~ j g$• 9 l' ~ J/ ~ rvR,,~y~✓~` ~ ~ PRIVA.TE P.QA.D cn Cj ~ ~ " EASE MENT \ ~ ^•v - y t ~ ~ ~ O • Cy y • ~ ~ ~ ~ , N , 4J 30e91 ~q ~ 2 • \ ~ ~ O, ~5~,~'1 S'~E~ ` lGNaL ~pRrv ~ ----L~ , EXPI RES 2- 27 - Ol I 3 • _ 2Gd (C' PUNp . , BpTTOM EL. ~ r-Nr 2081.0 , C`d Uo ~ f ~n ti o - f ~C \ Lr) ~ ¢o l \ r~n1E5: / 1) SOO bR SEED POtJD PER SEE61NG \ SPECIFICA710nJ. ~ 2) YJRA? ORrwELL AtJO DRAINRQCM. N/(7H • FILTER FA$RIC (AMOCO #4545 OR ` EOilsvaLEhrr - SETBACK, L1Nfi j 3) COiJSTRIJCT ORYwELL PER SPOKANE CfllthlTY Di7A1L 8-'. ` L1 -v1Li-~v EpSEMEHT OIMENSlON vARtES (SEE _PLQtd) ~ ~ ~ ~ ~ - - - - j • PRIVATE DRI1/E L=125.VG' ~d1l1tl. 5 n MIM. EXISTING GROUNO 0.5' ~ % C`iR~U / ~/.tii V/ ~ ' ~ PAVEMEM7 SECTI0TJ COUR T : 'O.~,~ SPONAn~E COUnfrr STArJDARD ~+f~f ! _7 • ~ T YPE 4 Fr`cA~dE~, 1 ID GRATE COURTNEY LANE "208" POND SECTIOh! 7035-203.0WG xREf: 7035BA.SE.DOJG V: 8KI-Lj4 1407 10 SCALE ~ / lunnnni iwr i nT ni w%I ~ METRO ENGINEERING, INC. SHELLEY ACRES IADDITION S. 324 SHERMAN LOT 4, BLOCK 1 SPOKANE, WA 99202 DRaWN 8Y- JKU ( DATE: 07/30/99 ~ (509) 624-5351 CHECKED E3Y• JGL ~ PROJErT I'JQ.: 97-035 J f ~ w w Z ~ ~ Cv~ ~ C" W / LL) N Z n CL. Cn , DRYWELL I-j ROPD EASfiMENT -a: Q f' T.O.G.=2G33. 0 ~ ~ w ' 0 25 50. 100 Li p Q i ~ ' SCALE: 1 50' '208" PONp -•A.. gpT?nrn F! ,=?r_?,?.7 a V) L• ,1 ~ ~ UuAIhIAGE 25' tA-ciEMEN I I c., Li ~ o ( cA ~ O M ~Z w z I:2 w Icf) i Q W ~ ~ 150' I~ 10 'LX r ' f a nG\. • ` r . l>\ 3~891 (-7ST~,F-Y,G~~ pIMENSION vnRIES (SEE pLAv) I ~,Z I ~ - 3' mkx. I ( EXPIRES 2-21-01 1.0' MIN. " ElfSTING GP.OUNI~ ~.s' N T • f . . , .i. Ci~~ i)SttD POfJG FER SEEDIIJG • F4839'33t t'j -liU SPECIFICA710145 ;lL.tl TCti Zl WP,AP nRYtiJFI L AN[) 0P.AIP1RQf,'!; ;=tZ=i~:i ~ YJITH FfLTER FABRIC (AAdCO f{4545 SPOKQNE COUIJTY f?R EQIJ!'.JPLFlJT) STAIdpAP.Q QP,YWELI -IN ~ coissTRU~* OR~f.~~F.L PER SPox:,r~:~ ..?(lsi" P4~ND ~E~TIOhJ ~ 7035-203.GWC -XREF:_7D35B.4SE.D'rJG V'--Btcj-LT1 COUPITY OEIAIL 6-1 - rdOT_?p SCaLE - - ~ ~ INDNIDUAL L07 PLAiV ~ METRO ENGINEERING, INC. SHELLEY ACRES ADD1TiON S. 324 SHERMAM LOT 1, BLOCK 1 SPOKANE, WA 99202 ORaWN BY: JKO ~ OATE: 07/30/99 ~ (509) 624-9351 CHECKED gY: JGL ~ PRQJErT No.: 97-035 / W z 0-3 ~ T W T -r - ~'1~ ~ U ~ ° W Lu , - - - - - ~ U_ ~ 11 `"f r- - C) ROpa FA~~P.~E~,,7 ~ J, v DRY+NELL 7.O.G.=2033.2 f ~ ~ L~1c ~ -4- ~ ~ 1 0 25 50 100 ry I o J Q , SCALE: 150' U.J ~ ry~ a ..208" FoNn ..A.. BOTTQM EL.=2032.7. Q cL ~ I ~ . ~ .p ~ ~ I • ~ DRAIhIAGE 25' EASEMENT I - ~ ~ o N ~ I a M ~Z W Z Im . iit ~ a W IG I~ G L~ ~ wasyf~~' ( Y` • ~ i - ~ 1'z~ I I ~ • , v I 0 NAL DiMErdSION VARIES (SEE PLAN) 8' MAY;. I ~ ~ EXPIRES 2-21-01 Ef:tslirqG GRouraD 1.0, MIN, ~ 0.5 ~ 1 rd T • fj, . , s , y✓~`\ ~i , . 42119. SD' i) SEEu Purd`u NEa SEEutNG ~ q^.~ SPECIFICATIONS r~tU7 J.J'~ f,» ~U ~"f 2) WRAP pR'fYdEEt At•1p pRAlhiROCf: WfTH FILTER FABRtC (AMCO #4545 SPOKANE COUlJTY nR F!]tJNP.t F-IJ) STAfdpARD DR'{wELt .'i) CO:-:57P.(JCT 3}RYINUl °cR S°flK,",fdE ••,7C~9 p~►~~D SE~'TiOr~ S., 7035-208.OwG XREF: 70356kSEA'NG V: HKt-LT1 COIJNTY LIElAIL B-1 1407 '!Q SCALE _ {NDNiDUAL LOT PLf►N ~ METRO ENGINEERING, INC. SHELLEY ACRES ADDITION S. 324 SHERMAN LOT 1, BLOCK 1 SPOKANE, wA 99202 pRawN gY: JKO ~ oaTE: 07/30/99 ~ (509) 624-9351 CHECKEG BY: JGL I PROJECT No.: 97-035 / Ui►aEcISiUN vaRiE:, I ,EE i-L-:ij ' -j ~ ~ f ~ GU E ~c;7~r~r; GRrUiat, ,y t 0.5' 'S s~ ~ ;;:%,~%'~`l f'~ ~ ~ 147 . I \ t) SEEG POND PER SEE0114G SPECIFICATIdi,lS SFQF:Rt=lE CGUhJ'lY S1AFl0AP.p pP.vwELl 21 YJpqP DRYWEII atJO OR4INRQCY. Vl17H FILTEP, fA6Rt~' (4MC0 J4545 OR E01JI'fALE14T) 3) COPISTRUCT DR'fWELL PER SPOKAtJE Cljl,}h1FY GEZAIL 8- i 208" POND SECTlON rd07 TO SCALE cr Q W Z cr) W C" Z ~ c W CV ►-r- w N 0 ~ U a. ~ ~ w w ~ LA Ul cr ~ lr ~ CK) _ rn ~ . W ~ 0 25 50 100 `LY,~ old, wa,SIP ro; SCALE: 150' r" Q 30891 ~ ti ~ts[ UNAL c A SE IV Ff'+fr EXPIRLL" S 1-1-21-01 ~ L = y qs ; 1 t.S 1 ' ol _ J / ~ ~ 1 ~ E'yetvp ~o~ GR~ri~rELL - 0 T.G.G.=2034.7 r~'.~ 1 f~~ ~-r.--- 1'~ ~ ~QJ<f ~ • ? F~ i",, ~ y r ~ nr ? < ~4 r~-••ti ~~~~lr~ - ~ . il ` r ! 1 y/ y ~ ~v ' ~ J f.t,~ L !l 7 r., i~ ~ ~ - "•?C°" Ff:~~l[1 BOTTGM EL.=?034.2 •.REF: ?0356A`aE.D'tiC, t -LT= - - - ~ ` ~ li•f[}lVl[:~1~;L tU~! f'L%~i i \ L~I'I ~ C.} 1N G I N E.L.; R I N G. 1N C. ~ S1-t C LL E s` ACP[ ~ S. 324 ';HEQM<,f1 LnT G,. BL-JClt VU6'J- R), 14~DA1E: ti:~ rir , Pf~f-ANE. VdF+ ~~c?02 [1P : Pt. ~ --yI FE~iiJE,_T r.a~~~ tr1-~~75 ~ ~ N% UimEriSiVr•i ✓nAIES (',£i t-Le,i>> ~ 1.c). hAll+l J, E~i;~i~i~; G~?rUi•js'1 ~ ~ f_ `•i; ~ 3•; K-1~, 7 . T j) SEEO PprIIO PER SEEOirdG -FECiFICarIpni; ~ SPGYAntE COUN1r S SIAAIQt.Rn pP.YtiYELL 21 WF.AP DR`fV1ELL ANO ORAIhIROCY V1I7H FILTE? FcBFtIC (4MC0 #45d5 OR E0I.1I'fA.LEt,n) 31 COtJSTRtJrT pP'OMcLL PER 5POKANE C'OUNTY Ot-TAiL 8- 1 208" PONG SECTIUI'd n10T TO SCALE Q O W W ~ Z \ W ~ ~ N ~ W N O z U a. 0 ~ W LILJ W ~ c,~ v; tn a Ul ct . Z W ~ 0 25 50 100 co SCALE_ '1 5 0` 30891 ~ ~0?y~L IEASE kf&v7 u'~'PIRES 2-21-01 ~ L ~ 0. ~ FAseMEIv T ' pRYWELL • f tj2 0~ 7.O.U.=2034.7 03, t 2 ~ 6 ~ ~ F -I'-, t, 0'_' `~1C~~ J ) c~J - ~ if ,1 • l , ~`J `7• t z_/ c ~ U 1-4J' d ~ ✓ ~ ~_----i--- . ~~.i` ~i ' l ~ ; 1 E r ~:r F F_ ~~.--.f'~ • l ~ ~ S• 5~' ~ ~_r ~ ~ ? 08 ' ' POND . . . BOTTCiM EL.=?034.2 ~ ~i'~i~ ~~d.l~W~_ '•.R~r • 703e~F3."-,:E.C''bl; v: Bi : -l. f-.'+ - ~ - - - ~ ~ LI~L ;d 1 ~ .~'1 L►;'1' I: C) 1-1; N~; i 1! L'; I-~ l N~~ . l ll C' . f.) -tC L L E',",~,_ ~~C S. 6, c) cI I 7 I (D 1,1 ;HL FM.,I ! LOT KC)CK UPAWII,I glr- DAlE: 0° ` i~`v'~) i !~NEi_KEG 5'i J-=L FF',?~) E~_-~ i,~~, • ~i 7 35 ~ G.•• I 1 Qv~ / I w!{,~~~`- 1.3AX. ~ Miii ~ v ~ i EG?OUt-!0 ` IJQTES: ~ ~ i,. t / \ t l 308~1 SEEO pOriO PEa SEEOING . / ~ S~'ECIFICATIOAlj ' ' ' - ~ G'),j'rER ~ - , _ . _ ~ Z} Wa ..AP pR'fWEL(. Ahtp OFAlNP,prK fGNl~j.. WITK FILTEP FAERIC (Ab:CO f{4545 ;P'.)KANEL COU~~fT1' 0R EAUIvaLErd7 j ,zoI,40z170 DRMiELL 3) rGI-15'iRlJC'i pRYWEII PER SPO'rANE ~ EXPiFcES 2-21-0I ~ COUrir•r bE'rnil e- i 208" POhJD SECTION NOT TO SCALE cc \ L W W Z Cz'3 1 ICD it1 O1 W N raTCH z c%j :3 8AS I N ~ Jr~ 16 U Ck- W LLJ z Er O C a. `'4 \ ~ ~G r DP,YWELL T.O.G. c042.7 30' PRIVA7E ROAD `r • EASEMENT ~ c°D~+ N O ° 7 ,.208" POND ..p., .1 i ~ 11 1 ~ ~ 80T70M EL.=2042_2 ~ - ~ w l ~ 30' ORAIrq,^,GE ~ I E,ySEMEN7 ( I ~ Tp' j y ~ ~ ~ ~ ~ { ~ LLJ IAJ = 1 I I t + ~bj f 1-~ 1 ~iz~ I i 0 2 5 o 100 - r' CA LE. 1 ' - t-7) v~ ~ F'~-?i~~r~.L~~►~' •.RE~• '~~3`~~i~=E.~++` _ o~' -l~v : - - . . - _ . 0/ ~ ~'ll!lritl~ll 1_1,l`~ti l`~ .l_! .l_1R.IS~V ~ I S~C', lV~ E~L,~i'~J \ =,HELLE., bCRE; A.C)DiTiC-+i••l c-~T 6. P.I_OrK i ar* WA (~~'7~)` ( 1~~~~'~/<<~•~ R~I ; _ r ~_1 1 'Q 1 ~l 7 r~!1 7%~ J ✓j HE,yE~Ei-., -9 - IA- - r,P.-)JE,_~ E,~,,.. '1FPlE'7, ~/SEE PLr'`11 - . Wl{;;%% M4Y, E•r.i dTUWd r,Rc?uItG r.5' 4 t~ IJCJTS. 'i%; ~j~a~/~~~~~f:f V/ f/~\~\~ ~ 1) SEEG POi•It~ PER SEEOir; ~~•.ti. 3r8~1 SPECiFiCaTtOriS ~ ~ ' CJ c"j'S~ Z} wFap pPYwELl a.Np 0Fn'(4Apf,-K 4t'ffH FILTE!? FABP,IC (At.!Cn #4545 SPOKRNE CdUt,fTY P` OP. EOUIVtiLEr•!T) ST4N04Rp pRYwELL 3) COadSiRUCl aRW:ELL PEP. SPOKAdE ~ EXPIREa 2-21 -Oi ~ COUrd7r OETAiI B- i 208" PONO SECTION W NOT TO SCpLE o C" Z LL) W ~ W > Z .C,, N ~ ~ U 0 CATCH • 4~;' W ~ c~ ` ~ BASin~ 7~ Q3 w~W z Cr O a L = 2 74 t ~ 2g • ~ ~ ~ DP,MlE LL j.U.G.=2042.7 Jo, 0) `O PRIVATLr- ROA.D ~ •`n G~ l Q ~ tASEMENT ~ c~~+ ti N o ,.208., PONp ..D,. z n BOTTOM EL.=2042.2 J z 1 1 t l 30* oRAiNace 1 ! EASEMEN7 ~ I I r, 1 ~ ~ I I c. ~ 4,s - ~ ~ +L4 , n- Cn V) I I I Ld 1 loo SCA LE: i = ;0' ~'i'•3'•-;i~c?.l~uV~ •k~EF T~~$~t'lA''f.l~?i~_ v: 8l,1-Ll'S . - - ~ ~ OV~ ~~~l,~~HL 1_V1 \C) l~ l r Gl I 1 ~ _1 .l_.1 1\ 1 1 v `4, 1 1 ~ . t it ---HELLE*r oc-PE, aDpiTiC-ir-I . ?.i HE F.P,IJI'! L4>T 6. BLOCK 1 ~Ar1E W .a L>CL)•.c:?' npU04 P•t L41E~ 07/22/99 ~ - ---i-~_+~•_i ,,~F~[~vE<"C[~ f;t, _ ~L F ROJECT h!o : g7-0?5 - r _ ~d~_ ~ 'cGC ~ ~1 ~ 4~ October S, 1999 Joel Lee, P.E. Metro Engineering 324 S. Sherman Sgokane, WA 99202 ~W?7SUBJECT: P1773 - Shelley Acres 2nd St[bmittal Gentlemen: The Spokane County Engineers Office has conducted a cursory review of the road and drainage plans for this project. We are unabla to accept the plaas for construction at this time. The following items are needed before the plans can be accepted for constructian: • v6eveloper's signatiue • Xire I?istrict signature / • • Riprap calculations for the pipe outlet in Pond D~/ ~IyJ'N ~ a • PiPe calculations need to include backwater analYSis - PiPe is u► subcrihcal flow~~ • Project site drainage basins nee;d to be coordinated with the off-site basin map. It a}~pears that,. /r • a portion of Offsite Basin A now flows into Onsite Basins D and E. The proposed grading for v the driveway would cut-off the offsite basin and cancentrate the flows into ari area whexe they currently are not expected to run. • nushed grad'mg contours in the vicinity of the ~ds should be shown, and nced to catcl~ ~ ithin the easement timits. pond sideslopes need to be coordinated with the grading plan • Dimensions for length and widtfi of the pond floors need to be shown on the Road Plans and '~on tbe 2081ot Plans • A standard driveway entry shou provided at ttie Courtney t,ane/Steen Court intasection, since this access serves more 1~t~,tjC'S `Ci r A--YJr4 p~~ ~ i~. If the Drainage Report from this submittal is revised on}y with the necessary calculations and resubmitted, please provide a second copy of the revised sheets, and we will piace those in the copy we have reiained at the County. A full seoond copy of the Dfainage Report is not neaessary at this point, but may be submitted if you de.sire. Please ca.ll Ed Parry (477- 600) if you have any questions. 'Z'j V& ~~l,w. fi~o sincerelY, ! ~ a William A. Johns, P.E. ` En ineer SFokane CountY g Edward J. Parry, 3r., P.E. Plan Review Engineer Cc: File Reviewer Submittal Checklist ~ for Road & Drainage Projects in Spokane County - Plats/Short Plats T'his Submittal Checklrst is to be completed and signed by the Sponsor's Engineer, and included with each plan submittal into the Spokane County Engirreers Office. If this form is not fully completed and signed, do not submit plans a»d calculaNons to Spokane Counry for review and acceptance. Incomplete submittals will be relurned and will cause u»necessary delays for your client. Project Name: ~Ae'(/e tv Aevle_~ S okane Count Pr P1773 1~ ' 1 s l~9 p y o~'ect No. Date. yVt e*rro LeQ.% Project Engineer: Phone. o Project Sponsor: MW" ~Ma',,'i Phone: _J 2~ r J~t:u--BVED A. Preliminary Process OC Tlf 1999 Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred: (By checkirrg each item off shown below, you are stating that you have verified these events/items ha9pbKAflr~kfj4~hGINEER El Adoption of a Hearing Examiner's Report for this long plat, or a Planning Report for this short plat. El At least one Pre-Design Meeting has been held with County staff at the Engincers Office. 0 An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County t Engineers Office. El A Channelization Plan (e.g. signing and striping plan) of public roadway improvements, has been coordinated and discussed with the County Engineers Office. 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 checking "yes"for each item shown below, you are verifying thQt these items have been completed and are included in this submittal. For any boz checked "n/a a written justification oj nny omissions at the end of this section is required.) / i Item Description 6(/es / Road and drainage plans, two print sets. (Certification statement on coans) Y Y05 0 n/a One set of plans on 24" x 36" mylar media, or CAD electronic file (-'DWG or .,bXF format L+~y6s Each Plan Sheet of record is signed and dated by the project sponso'r"" B~ yes 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 the praciice" for the proposed concept. RI-1yes The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed / and dated by an engineer licensed in the State of Washington. . GI/yes 0 n/a Drainage Report, two sets. To include: basin map(s), time of concentration routes in basin map, and Certification statement on cover of report and basin map. 0 y6s E~ n/~/ Geotechnical Report, one set. (Include all soil test pitlboring logs.) w/ fAveme.,~ S►3~ yes ❑ Xa Structural Pavement Calculations, one set ❑ yes 1T1~ n/a Cross-slope grade calculations for road widening projects. ~ fi ~ /Item Description yes ❑ n/a Maintenance Manual and Sinking Fund calcula ions for drainage facilities located outside of /Yes County road ri$t-of-way. fl~_ D n/a Written exPlanation of who/what entity will be responsible for maintaining drainage facilities / which are located outside of public road right f-way, and that the plan is acceptable to the / County Engineers Office. ~ ye O n/a Channelization Plan, or signing and striping infonnation provided in the road plans. To be included in road and drainage plan set. (r~ yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and / i Conditions (short plat), for this project. The design meets the conditions in the report. ~ s O n/a Copy of Approved Design Deviations. 0 n/a Fire District Approval, for private roads. Gd'yes 0 n/a Lot Plans. Required for any lots with drainage easements a.nd which front a public road, or ~ for lots which receive and treat runoff from a Public ri$ht-of-waY. (N/yes 0 n/a Any applicable State and Federal pernvts have been obtained. (i.e. HPA, JARPA, etc.). For Permits with conditions, a copy of the permit and conditions are included in ihe plan submitta.l. 0 yes Inspection Agreement between the sponsor and its eagineer. 0 yes EKn/a For off-site easements to be granted to Spokane County, the following items shall be / included: legal description, 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 draina wlan set. Explanation for any items listed above which are not included in this submittal: R ~ ) (Note: an insufficient justification of why an item was not included in the submitted, or incompl~~~~R in the submittal being retumed without review or without acceptance. Provide attachments if necessary. By signing below, the engineer is~sta ~ atio-nl provided in the submitta] is complete, that the information provided ui the Submitta ~ d the plans and calculations are in accordance with the Spokane County Standards r 4 struction, and the Guidelines for Stormwater Management, except where an ap esatiall s otherwise. ~ Iz Engineer's Signature: Date: lb ~~~1 9`~ Ofi91 Engineer's Name: (please NAL 4'~.;[ ~ ExPiAE z21/ o If there are any guestio»s abo ropriati proced:cres, please call Development Services, Spokane County Public Works, at (509) 456-3600. For Spokane County Use Only Submittal No: 3 County Plan Reviewer: ~ Accepted in fcf1?,ev1> r Consiruction ioio Returned to the engineer without review and/or acceptance, See attached letter of explanation. Processing Date: Submittal Checklist 2 SpOICIIIC COUI1Cv Public Works; Apri129, 1998 ~ METRO ENGIIVEE.Itl1VG, INC. S. 324 Sherman LETTER OF TRANSMITTAL Spokane, WA 99202 (509) 624-9351 Fax: (509) 624-8153 TO: Date: 10/15/99 Job No: 97-035 Spokane County Engineers Attention: Ed Parry, P.E. Re: Shelley Acres Addition 1026 W. Broadway ~ Spokane, WA. 99260 1.9g9 WE ARE SENDING YOU: SpoG4ME COUNTY ENGlNEER x Attached ~ Under separate cover via the following items: Shop Drawings Prints Plans Samples Copy of Letter Change Order Specifications Mylar Copies ~ Date ~ No. ~ Description 1 1 Submittal Checklist 1 1 Revised Drainage Report & color copies of revised sheets 2 1 Street and Drainage Plans (Blueprints) 1 5 Individual Lot Plans 1 1 Design Deviation w/ $30 check 1 1 Submittal #2 comments (Plans and calculations) THESE ARE TRANSMITTED AS CHECKED BELOW: X For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for correction Retum corrected prints For review and comment For bids due Prints returned after loan to us CUMMENTS: Ed- Your acceptance of the attached plans is requested. Could you please supply me with the construction bond amount as soon as possible so that the owners can begin their bonding process. Please call me if you have any questions. Thank you! COPY TO: Bill Main, Jr.; Main Coiporation SIGNED: J . Lee, P.E. U