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25903 PE-1905 ROYAL VISTA I~ - January 07, 2003 GLC #5O 10444 . ' CLC A550CIATES Spokane Counfy Pub1ic 1Narks ❑eparkment i; Qivision vt Engineering & Rtiads - 1026 W. Broadway AVe. , Spakane, IIVA 99260-0170 - Attn: Jahn Hvhman, P.E - , RE: ROYAL VIS7►4, ORAIIVACE REPaRz SF'ClKA6VE CC]vNTY P FtOJEC7 FILE PE-9905-d21ZE -6-02 ~ - Dear Mr. Hv'hman: I~ ~ This Ietter and attacFted ca1culativns are intended to serve as the revised drainage report fvr Roy+a! Vista. - JNTROD[JCnOIIf The site is focated ❑n the west side of Vista Rvad, approximately 150 feet south of the - sauth right of way line of Boane Auenue. The assigned street address is 1103 N. Wista Road. The site is in the NW quarter of section 18, T'awnship 25N, Range 44E, Wi1lamette Meridian, in the Counfy of Spakane, UVA. The prvposed private rvad wilf be accessed ' from Vista Road. i~ SO!LS 8 AERMEABItlTY According tv trie Sail Survey of Spdkane Counfy fhe sa6s in the project area are classified as Garrisvn Series soils (GgA). Excerpts frvm tFae Sail Survey of 5pokane _ Cvunty are attached. The +Garrisvn soils are pre-approved sails for drywefl use accarding to the Spv'kane Cmunfy Guidelines for Stormwater Management. ~I Ba S!N CA L GULATIONS The existing praject site has twa pre-devefvped basins (shown vn attached basin map). The pre-devefaped peak flow rates {10 and 50-year storms} far each basin were cafculated using the rational method. The calculativns are attached with a summary in ~ Table 1. I The attached basin rnap also shows three post-deVeloped basins. The peak flow rates (10 and 50-year starm5) frorn each hasin we re calculated using the left side of the attached bowstring sheets used in 208 swale calculations. Asummary of the resu1ts is - ~ shvwrr irt Tabfe 2. Runaff from post-deve[oped basins 2 and 3 will be direcfed t0 208 swales and thus will - not result in affsite fCaw. Post-develvped basin 1 will discharge vffsite. ABl basin calcu12tions assume C values ❑f .90 and .20 far impervious and pervious areas 7¢7 WEaT 77H AVENLlE •'SLJiTE 200 • SPOKANE • WA 492D4 • P 504 458 6840 • F 509 45B 6644 I I OENVER • SPOISAN£ • SALT LAICE CITY r~ . s respectively. The peak ffaw rates summarized in Table 2 were taken fram the largest value of twv cases. Case one considers the peak flow fram the entire basin while case twv considers only the impervious area peak flow rate. 208 CALCULATfON$ Ruravff frQnn post-developed basin 2 wilG be directed ta Swale B, which is the I_ combination of 5wafe B-1 and B-2. 5wale B-1 has a single depthr drywell (.3 cfs autflow). Runoff from past-develvped basin 3 will be directed to Swale P►, which alsa has a single depth drywell. The 208 bawstrang calculativns are attached and are sumrrnarized in Table 3, The bowstring spreadsheets use the rational method since alr basins are below 10 acres. ' The swales have been designed to meet the 208 requirements, and to detain excess water from the 50-year storrrr. i- GUTT'€14 GALCU►LATlUNS C?nly Vista has a curb and gufter. 5ince Vista hras a sump {with a curb inlet} gutter flow I width caleulations wili he cvntrv[ied be the inlet calculations helow. ~ _ fNLET CAaLCULATI(]IVS The inlet an Vista allows water ta enter Swale A from #he gutfer. This inlet is in sump ' canditavn. The attached calculations show that a 4' wide apening will handie #he 50- , year stvrrn. In addition, the water will spread approximatefy 7.5' into #he road. This ~ leaves 12.5°dry width an the west side ot Vista (actuai dry width wauld include dry widfh vf east side af Vista). Thanks for yaur time and effort vn this m atter. Piease gove me a ca fl 458-6840 if yau ' have any questions. Sincerely, ~ CLC ASSOCIATES . ~ i Tadd Whippre, P. , Principa~ 2546'~ cc: fle F-7[PiRES 9/24/ i ~ I ~ DRAINAGE REPC3RT RECEIVED fvr JA~ "'RayaF Vi sta Sp0KANv COUNT's' ENGlNEff; ~ ~ ~ ~ - , i i - - i - i- - , ~ , i C-20-SO10444 ROYAL VIS7A 1911112D02 SAR TA'BLE I BASIL11 SU M MA'RY -PRE DEV ELOPED :..~`~PtX ~~`~LQ`y~.y,~V,4 X, n4m , ~`~"~i~r'i~~i!i~.~?k. as~~IMPE F~VIOLJS~AREA~;[$~} ~.t~, ~,~..8 ~ii !x rs~. ~ y . , ~ _ ' : 'Ev.a ~ N •'-,`SaS~rl:r :~1• P;•~;•'~' ~ s,:;~=~-3~' _ ; , _ ~fJk a ~ k : ; . , - •:µ~-.~.~v,, - •D~~L P ~ :;~l,;~ , n ;.~ralue;~~ cf 3 ~r s ~ ,ak 7OTAL- ,C: RS1C~ h~~'~ ~~;~•~.~~~1~.;Si~ew~llr~ ~~Uriy~s.";~ °~ands Y~ E 1 1 265,9365 ~0.62 I 2,250 I i 2,250 I 2.250 0.26 040 057 2 I 22,993 I 053 I I I v I f 0.20 i 0.28 0.40 I ~ I 0,00- I I o I I ~ 0.00 ~ !0.00 i I 0 4 I I 000 I I ~ TO'TAL ~49,929 1 1 15 ~ 2,250 i 4 2,250 2.250 ~ I 0 68 ~ 0.97 ' IMPER111OUS ARF..AS fioof: 1540 s.f. ~ odVe. 500 S r. 2 C valuss used in cornpasite C value calculativn Impecvious = 4 9 PerviaUS = 0.2 F3asiri Surnmary.xls ~ - i- - - I ' , I i ROYAL'111SYA c-20-sa1 04" 111012003 NR TABLE2 BASIN SUMMARY - POSZ DEVELOPED ~ IMPER~ E.~.U.S ARER [r~fl Gompas~te ~C7T L AR~R ~ 5tree ur~ Bas n 10-Year 5't]-Yea'r MSASIN J{sfj}',~ 4a, cSi z~. a€ Drives ~Roafs ` Pqnds M C value 4 [cfs{] (~s~ 1 1 17,570 0.40 ~ 0 0.0 0 ~ 20 ~ 0 I 3,000 ~ 0.32 ~ 036 ~ 0.52 2 ~ 23,382 0.54 I7,939 30 I 9.439 ~ I 20 I800 13,239 060 {1.02 ~ 1.47 s d10,067 0.23 I3,750 ~ 2.0 I 4,750 I 1.0 384 ~ 6,634 0.66 ~ 0.49 f 070 3(208) g 0.00 I ~ I1,075 p I I ~ I I 0.00 I I I o I I f I I 0.00 I I I o I I I I I I 0.00 I 1 I v I P I I T[)TAL 51,019 1.17 11,589 5.(} 10,514 5.0 1,184 22,873 1.87 2.69 ' IMPERVCOUS AREAS Rvaf- 1500 s.f. Drive: 540 s.f. 2 The ffow rate is the greater of two cases: Case I-EntirP compasite basin peak Flow rate, Case 2-Peak flow rafe from imperviaus basin only. 3 Area requiring 208 Treatment 4 C values used in compvsite C Value calculation Impe3vious = Cl 9 Perv3ous = 0.2 208 9mpervious area based on wider+ing of Vista Road, private driveway and dnveway areas 6asin Summary xls i , - - I I- , - I- I- - TABLE 3 PONDSUMMARY -~'..►"'W~A~L~~E RASI!N ~'~,~t~~~,ar ~~~~~~.0a,~,~E'?►!~,III'~YI`+~~N~~.~t!°, - 208 PRaUioE❑ REQUaRE❑ REauIREO 208 BaTroM VOLUME VOLUME AT 208 50YEAR AREA REQUIRE❑ PR(]VlDED 1' DEPTH VOLUME VOLUME PRDVIaE❑ DRYWELLS (cf) ' (cf) ' (cf) 2 {cf} z {sf} A I 3 1 s$ I 256 I 45 I 191 I 100 ~1 -Smgie 8 ~ 2 ~ 452 1 1,090 ~ 393 539 I 717 I 1- 5mg9e I 7DTAL I I 540 1 1,346 b 438 730 ~ 817 j Swale A- 3:1 side slapes, 5wale B- 2:1 sicle slapes.'sfolume = depth x(parrd bottom area+pvnd area at desired depth)!2 z From bowstring spreadsheets 3 Total area of streets and driveways from Tabie 2 diuided hy 12 1l8f2af]3 j:ldocuments15D104441drainagelPOND-SUMMARY,xIs 5:39 PM VICINITY MAP Fiv" RA. 9 ~ Ad ~ ~ wird►a yw 6 s ~ FSarq RQ ~ a s foM1c!!st Rd ,~ra"~,~ i + FencMr Rd. Rd ~n/y~7 "`,7liU V ~kk t6nnen - ~ t ~ ~ Ki Adhe Lafr Rd. W y t EaHarIY Rtl, Eeetam ap~ . ~ er~ a Rd, ~ S ~ ~ 1 6~rrF Rdl~ ~ fl ~ ~ ~ ~ ~ ~ ~ollR A+tIFrAO. ~ ~ eve ip 0 lf~ A~ 0 Htl L 6500 '~,L ~ ~ ~ Hasef 1~~mar 91. K 'lhl~rmen St ~j~ I Rd Bradlty Fd. 1cy~. Br dV~ Ad Br 1e Pa IE Co4s~n 7'VI/Ll cei ma Ra. ~o! r RQ A wyAdA u f clra Aa. L_a' a Ad ain R Gln~pe. +r :7 . 6F/L4°1' 'H0'.~ e0wfif ~ P Rd, on ~ + erk R0. J ,•J~ ..~R.._~..~ RF fldp~ ~ ~5 Ed rton ~ ~ R~, CsrtsrrF~l. "i Cant@ r Ur Ery lq'i ~ Elle Rd.l ~ EIPi i ~ ti r ~ut Aw~ ° ~ Elson ~ Eho~r on Ep~,~ I ar Rd RO IC 221 Bom ~ 6up I d 4Aw9 R ~~y ~ ~ I 'riMeR NrLARQ, C~ ~ ~ ~ ' ~ ' 41pp1~ ae iAE Q F r _ 9l~ll~ y 's,3C~~ ~r • _ ` , a i~s~l~ikd. ` ) LAun f.+urr I..bu Z ~ ~d g C)`c ai IA mqwriM Rd hlsrqus ~ Hd r Hutc r ~ ~ ~ ~ ~ ' • ~ ~ ~ ~ "W"'°6 00 ~ A 4 ~ Mulla Rd, tr~ R ~ ~ ~ ~ ' • •u14lBt ~ - ~ ~WU'~ W1ltovr d. V}Iltaw Aa II~ 1! v i ~ p F~ 1g ''r I } LoaurbRG• I LbCUh Rdl .~:r~.i.~ 5rirr B~eln9 R4. ~ ~ fAd'a Rd. Part 6xusS R6 ~ ~44 F►~ g qlffi ~ r' F1 P4 RC, efulriur g nan R I 9u + ~ an Rd ~3 5~n ~x, SunM nd Rd. SundeMind Hd. ~ WaoErvff Rd, ~ Rd. al~WaaE~'~~ WaInN AO, YhlHUt fia wal ~t Nsnia He Fhnsid Hd !d Rd. N~ y,b 'HErfld ~ 3 ~ r ffera H ~ ~ Aartmauth ~ Can aut ~ 6.n. C1 f1mvid 00 Ret* Hd pa ut~ e ov[ '~i F.R. Rd. v ~y g ~ B~Mcw ~ .8++tai1:F S ~~ttaur ~ ~hs Sj ~ ~ y r1104r ~ 'AAf aur ~ <<` ' 'l~ff ~y ~ .a~ ahour Ae Cn HA J ~ Recy4lol d~ 0.rmi nd Ad Riy nfl Rd./V ~ i ymcnd P18~ a ~ ~ r ~'!1 r ~ ~Oarf/r 9um+maRd I~ 0 r11nx ~ Unkir~ A~A. nE~r11n Unhy R4 R 4~6 ~ a ~ d~ a? Unlrrrll Ad ~ I r~ ~ v~ Adnn*r~ Van ~1~ i~ V6n Hlorter ~ llrllvdrlfty R S'.. ~ V1n Yartfq ~ p ven nai ilLY ~ PI ~ , r I ~ tnn d j rCtiAd ~na! {~r~ ~'y Isnn p f 0lllla a ~ Rh R~. P ~ f1 Lfilll a m~. ~ finnE , 4 f$ :1t m ~ w ^ S1J1L SLJ RVEY EXCER1 TS SPOIiANE CDUMTY, WASHENGTCJN HLLI NUM (Joms sheet 57) R 44 C ,i ~ ~.~--rv ~ " - r~B s~, , e`+~-• :~.;~~~:~'r["'r" ''~s,~4 sR'~'t 7~4~ ~ ;1C~ C,. 5M1 • p' a:'Y- w' ~ ~._^Y Y ~ .~4 ~ -~'r a,.~r,,Xe~ i h" ~~r r r ~ ~ , • L~.~7 9 4w 5 Ik.~~ ~ ~r ~ ~~z.=• _ } ' na ~P ~ag, . ~ '~d~ _ r - "~t,^" ~'hs'. ~r :s~ ,~:~,k, ~ .,r~" ' r +'r' _ - ' ~.F, -a, p'~1~~ -"*..e_;~~• <24' - • ~ _a . ~.r y~~' r~- 3 J h'~ ` ' ~ ~ .x ~ , ~ 'S~'~ . ,~'z"• w.. - n,~ _ ~ T:F ~ A=iF:~wr."~e 1°~;~ c`"'~'v^ 1 ~i ~ 5, - ~ • 6 ~ #j~ ~s. . L..~,i - _ ' ` ~ • ~ q`r~ - ~ ~~T • ~ , ~ . - .`r • g ' ^,'.p~ • ` 5` " - = ~r ' .A ~y,,. . ~ " ~ ~.y^.• Y _ A; • 4 . •u"~~,} ~,k '~j~ F:°i~,:.r~ ~ ~ k1_:~ 4 r ~='.•Y=;'7 sg., ~ i r ~ r''•.~ - "-^~~"F-`~, • ~~•r : „4a h;~~ s{iq~ ' ! ~ f~r. .r.~-~rl ~ ~ 1 ~ ~ r='_ ~ . ~ y ' R~,~' i _~y S~.~T _ ~~I~~• 'r!~" - ^ ~ ~ ~ ~ ,~n~~ ~ .x : _ i~• V • y " ~ ~ r • ~~4 ~ a7&~YE ~ d *~J^~ .~P .vy~~~X'~` - , _ ~.r~ _t ivi _ ~ r'. - R+ H ' .c : _ ' MY N x A iia ,,g` W Rla- _ 'i F • ,-s~ i~ I C~ ~C`?_-, f'"' ~ i ~F''R4a v~~ • s ~+F',' + ~y,~ ' s~f~"="4 ' ~ 3 = " .p y~' ;~r'.~~ir. _ y -n_, .K.~e- . 'x",~=:~x`-' [ .r - r ,~;~'J - lF-ri r.G.i•.Z= ~ _ ~.P, a'^~^~~ ~~~h t~,i.' ~.`Y~x~~ X'.:-m3bc` {,J g ~F,'•~ ~z ~~MV _ " ,~c~- , - - ° • ' ~ _ . ~ 3&r :tC.~ Y: ~s " 7 ~ l-..~r~-y✓ ~ f. '~~-i ~1 ~ ~i ' .~~~•~.~~.~+d" _ _ ~-.~s~v 'Nr `-~~_^i^~~.'`:yi`~S;i„,'~'yu,N$; :Z.~~ r^ ~ 9 _ w ' _ yr~ $ _ •_d LLL `r~ ~ ~ e', ` ° :'s r~'~~c 4 ~a ` ' ' [ +~;R a,e ~ - - a . '1.v'% _•n 7~. r" ~ : . ~ f ~r;,y~~~ ~C} _:r~,~. ="'~oqrF,,C~ ~ ~ • Yi ~ ~ 1 ~ i ' ~ ~ ' ~eF ..r~--•~~._.- kti f3 7~~ i ' • [ ~ 7• p a~ e k~~ }~I~~~ - " ,L ^".e~~ . 4 4 v il _ 1~p. . .F 'v;< . . K-K ~e~h . . . - r. ' i~~'~e-a~ • . ~ ` ' ' ' e , . yd.}`_ Pi '4~ ` ' _ _i."~ y _-r,~' . f~ l Ni~ [ - ~y~~ qy;''; ,,~r,i ~ r• R .i~ ~ ' ~ . ~YY~• Y i ^;'i._r Y;.!' ~ Y~ i.~ ~ Y.y _ • tf~ ' ~u ~ .~l -l ~f ' • AY• ~ ~,._y., ~ .T°n°'✓• ~ 4.' , i~ i ~-.r ~ ~r ' ' s• .a.~z ~ , t~',S~"~".~ ~ .f S"r~ .r~ a.,. _ F,.T`mx„~s' si ~ • ~ y..,-z.~,,~: ~~"~~.':.[w ; ~ ' p,~ ~ _ I 4+~``e. ' "a ' ~ ~+F+: ~7 _ F , ~p ' ~ .~C~^ e-r~s• i~• : z ~ y~~, - : f • GP'~ 1~° . _ ' ~ _ s~_ " e; r#~ : ~ - - - . , vxvr : _~,~;~e • ` ~ „ y~ ~ =r.' chs,~.'~.~~~ a: ~ .r ~ ~ f "~'i:~• •rsa" . _ s. ~..s,4f~= ~ _ "i-. ` - ~ .:a,~ . .r.• r ; T l, R r • r~1~`N~•~^'' ~ A.+ r - .~5i _ ~ ~ - ~=fi i'~~ .~~n'~~~'• ' ~ • j' ~~3,u•~ ~~,X ~y ; c`~ S^+*r3 _r , - i'~~ ' ;~~r~i' = . A. -ic 4~0~ ,.s~~' _ ~.s, r;3 ^ ~ -a ' • A #`s~ { Y~ ' ~ ..r~ 3•~~._ _•,cTs~~i~.. A~~~r:S.ut}. ~s~ r'~r sv„ •.a t ~c a,:.~. . "a. ~ t'"~•Lw_ V~ _ ~=~r. ~ • ~ " r ~~3 ~ . a~Y•~y ss. > . , ~g ~ - r;c" : k ' - ` • _ • ¢ 'r` - ~ti i •i+rt, ~ ~,y a ~ r `h ' -r ,.f . -;G ~ - ~s-4*r'~ ~ ~k ~ • ~ _ t ~ ¢ y•+.~ 'r=, ~i ""A, ~~'w~,:.~: y~Fi #~'F'~'~r il { ~'n _ ~ :~YG~Ra '~F~r'i`K"~ ..~y g .c ' ~ ; ' t'°~, - ~ • ~ es ~ ~'~•,~i_ ~ • - ~ JY" ~ _ ~L'„~ C' y~~G:`^,,a G-t, .~Z ~ •!l, .E ~ t~v~' ~ _ ~'~f`~ ~ s~ ~s •r"~ ~ ~,r~; _ ~ _ ~ '~~~µY~ pa , - } n;~~ s~`-~~' s^..;~ r'~ ~w~r ,--'`I- ~ - :rr '~~7;; :=:~3< •'s r ~ ~ '.c~ ~ , _ _ . ~ ~ ' (lorns sheet 75) a ~Iz ~ ra~~e ~cai~ 1 20000 f PRE-DEV~~OPED BASIN CALCULATIONS PEAK FLC3W CALCULA~ION PRQJECT: Rayal Vista Spokane County iD-Year Design Storm ~ BaSlN- Pre-developed I 7ot. Area 26,936 SF D 62 Acres , Imp. Area 2,25[] SF C = 026 I -CASE 'f ; 340 ft. Owerland Ffow Ct _ 015 ' L = 340 ft. n = 0400 S = 0.0280 ~ - , Tc = B_36 min, by Equation 3-2 of Guidelines ,i f#_ Gutter flow ' Zl = 50.O For Z2 Z2 = 10 Type B _ 1 0 ' n - 0.400 Rv1fed ~ 3 5 - S = D.a66Cl ~ d P 0.2550 ft. Flow Width 12 8ft. , A R Q Tc Tc iafal I Qc 1.66 013 040 0.00 8 36 2.48 ❑ 4D , ' Nake Vary d to make Q match Oc , Opeak for Case 1 = D 40 cfs CA5 E 2 i Case 2 assumes a Time of Concentratian less thara 5 minutes sa tha# the -peak flow ='90(3.98 inIhr)(9mp. Area) = 0.15 cfs Sa, the Pealt flaw for the Basin is the greater of the twa flaws, 0.4f] cfs i Spvkane CQuraty 10-Year aesign StQrrn I BASIN• Pre-developed 2 Tot. Area 22,993 5F ❑ 53 Acres lmp. Area 0 5F C = fl 2❑ CASE 1 , - 300 ft Overland Ffaw Ct ~ 015 L = 300 ft. ~ - - n = 0400 S = 00300 Tc = 7.59 min,by Equativn 3-2 vf Guide9ines ~ ❑ f4. +Gutter fEow --Zl - 50.0 For Z2 - Z2 = 10 Type B = 1.0 n= 0014 Ralled = 3.5 ! S = 0.01 00 ,-d = 0.0904 ft. F9ow Wid#h 4.5 ft A R Q Tc Yc fata1 I Qc - 021 0.04 0.28 0M 7.59 261 0.28 ; Note- tlary d t❑ make Q match Qc Qpeak f0r CaSe 1= 0.2$ Cf5 ; CASE 2 C75e 2 a55L1f71e5 a TI111e C]f C4f1CenffatlOf1 IeSS than 5 fl'11C1UteS SO tllat the pEak floW =.90(3.1$ 1Cl/rif)(If71p, AfEa) _ 0.00 CfS , Sa, the Peak filova+ for the Basin i s the greater vf the twa f9ows, ' 0.28 cfs PEAK FLOW CALCULATIUN PROJEC7, Rvya7 Vista , Spakane County 50lY+ear Design Stvrnn BASlN Pre-develvped 1 Tvt. ►4rea 26,936 SF 0.62 Acres ; Imp. Area 2,250 5F _ G = O.26 ~ GASE 1 i ' 340 ft Overland Flow Ct ~ 0.15 L = 340 ft. - n _ ❑ 400 ~ S = DMB0 Tc = 8 36 min., by Equation 3-2 of Cuide6ines Q ft Gutter flow ~ ~1 = 500 Far Z2 Z2 = 1.0 Type B = 1.0 'n= a.014 Rolled ~ 3.5 ' - S = 0.0660 ' d T D 0830 fE FlawWidth 4.2 ft. ; A R q Tc Te tota1 I Qc 0.18 004 0.57 0.00 8.36 3.57 057 Nate: Uary d tv rnake 0 match Qc i Qpeak for Case 1- 0.57 cfs ~ - CAS E 2 Case 2 assumes a Time vf Goncen#raiian Eess than 5 minutes sv that the , peak flow =.90(4.58 inlhF)4lm,p. Area} = a 21 cfs ' I Sa, the Peak flow fQr the Basin is the greater mf the twa flvws, 4.57 cfs PERK FLOW CALCULATkDN PRO,1ECT Rvya1 Vista 5pvkane Cvunty 50-Year Design 5torm 6ASIN: Pre-developed 2 ~ Tcat Area 22,993 SF 0.53 Acres 1mp. Area 0 SF C- 020 ~ CASE 1 ' 300 ft. Over9and Flow - Gt ~ 0.15 L = 300 ft. n = 0400 ~ S = &a300 Tc = 7.59 min , by Equation 3-2 of Guicielines ft, Cutter fiow i Z1 = 50,0 For Z2 Z2 = 1.0 Type B ~ 1.(] ' n = ❑.Q14 Rolled = 3 5 - S = 0.0100 • ; d= 0 1030 ft Flow Width 5 2 ft i A R Q Tc Tc tatal f Qc ❑ 27 0.05 0.40 0.00 7.59 3.76 ❑.4Q Note- Vary dto make Q match Qc ~ Qpeak far Case 1 w 0.40 cfs CASE 2 Case 2 assumes a Time of Corrcentratian less than 5 minutes sa that the ' peak flow -.90(4.58 m/hr)(lmp Area) ~ OM cfs So, the Peak flvuv far the Basin is the greater af the twfl fl❑ws, 0.40 cfs POST-I)EVELOPED BASIN AND 208 CALCLTLATIONS . - -i I---. - - - - - - I PEAIC FLQW CALiCL1LATIC]N PR[7.1ECT• Rayal Vasta Bf7VVSTRING METH[3D PROJECT. Royal Vista - 5pakane Caunty 10-Year []esign Sform DETENTION BA51N E3ESIGN BA51N: Post-deVelapad 1 ❑ESIGNER SAR BA51N: PQSt-develpped 1 DATE: 7-Jan-03 Tot. Area 17,570 5F 0 40 Acres Imp Area 3,00{] 5F Time flncrement {min} 5 C d 0.32 Time of Cranc (rnin) 656 Ouiflow (cfs) ❑ Design Year Flaw 10 CASE 1 Area (acres) 0 40 Impervious Area (sq ft) 3000 250 ft. averiand Flvw 'G° FactQr 032 Area ` C 0 129 Ct = 015 Asphaltic Area 4 L = 250 ft, n= 0.400 Time Time Inc Intens Q Deael. Vol,ln Vo4 CDut 5t4rage 5 = 0340 (min) [sec) 4iNhr] (cfs) (cu ft) (cu ft) fev ft) 6.56 393 2.81 0.36 191 ❑ 191 Tc ~ 6.56 rnin , hy Equaiion 3-2 af Guideltnes 5 300 318 0.41 165 4 165 fl tt. Gutter ffow 14 500 2 24 0.29 212 0 212 15 800 1.75 023 234 0 234 Z1 = 50.13 Far72 24 1200 1 45 0.19 250 0 250 Z2 = 1.0 Type 8= 1.0 25 1500 1 23 0.16 259 D 259 n= 0.014 RoIled = 3.5 30 3800 1.05 0.14 262 4 262 S= 00190 35 2100 0.91 012 252 0 262 4[] 2400 0.89 4.10 264 fl 264 d= 0.4$$0 €t. Flow Width 4,4 ft. 45 2700 0.74 0.14 270 0 270 50 3000 0.E9 0.09 278 p 278 55 3390 0.65 0.48 287 0 287 A R Q 7c Tc tataE I Qc G(] 3600 0.61 0.08 295 0 295 020 004 0 36 0.00 6 56 2 81 036 65 39[}0 0.58 008 304 0 304 70 4260 0.56 0.07 315 0 315 Note• Vary d to make Q match Qc 75 4504 055 a Ol 331 D 331 80 4840 0.55 007 349 0 349 qpeak fior Case 1= fl 36 cFs 85 5100 53 007 361 ❑ 361 90 5400 0.50 0.06 355 0 355 CASE 2 95 5700 0.45 4.05 340 0 340 --===°0 100 5000 045 006 388 4 388 Casa 2 assumes a 7ime of Cancenfiration less than 5 minutes so that ths peak flow =.90(Tc=5 min. dntensiry)(Imp Area) ~ ❑ 2[} cfs "208" TRERTMENT REQL11FtEMENTS Arlinimum "208" Vofume Rsqwred 4 cu ft Pmvided Treatment 1Aoluma 0 cu ft 50, the F'eak flDw fOr the 6asin is the greater vf the two flows, ❑RYWELL REQU1REMElVTS -'!0 YEAR DE51GN STDRM 0.36 efs Maximum Storage Required hy Bow5idng 388 cu ft Pravided 5tvrage'+Aalume 0 eu ft lilumberand Type of Drywefls Required p Single 0 avuble - i I ~ , - ~ - - - I- , i PEAK FLflW CpI,CULATIDN PRaJECT' iRoyal ViSta B9WSTRINC METHL7D F'RQJEC7: Royal'Vista Spnkane County 10-Year Design Storm DETENTIflN 6A5iN DESiGN BASIN: Post=devetvped 2 RESIGfVER: SAR BASIhf. Post-develaped 2 DATE• 7-Jan-03 Tot Area 23,382 SF Q 54 Acrss Imp. Area 33,239 SF Tame Zncrement (min) 5 C= 0.60 7eme of Cvnc (rnin) 5.{]0 Outffcaw (c#5) 0 3 Clesign Year Fivw 10 CASE 1 Area (acres) 054 Impervious Rrea (sq Ft) 13239 40 ft. Daerland Flow 'C' Factor 060 Rrea ' C 320 Ct = 015 Asphaltic Area 9,439 L = 40 ft n= 0,40[} Tima Tirne Inc 3ntens QDevel, Voi,ln Vof Out 5tvrage S= 0.0100 Irninl (sec) tinlhrl 4cfis1 (cu ft) {cu Ft) {cu ft) 500 300 3.18 1 02 409 80 319 Tc = 3 15 min„ by Equativrr 3-2 af Guidelines 5 300 318 1.02 4[]9 94 319 233 ft. GutterFlnw 10 600 2.24 0.72 504 180 324 C-= 15 900 175 0.58 563 270 293 Z1 = 500 For Z2 20 1200 1 45 17.47 806 360 246 Z2 = 35 Type B= 1.0 25 9540 1 23 039 630 4517 180 n= U.014 Rolled = 3.5 30 1800 1 05 034 639 540 99 5= 00350 35 210{] 0.91 029 642 630 12 40 2400 0.81 0.28 E48 72{] -72 d= 0.1130 ft. Flow Wrdth 5.7 ft. 45 2704 034 Q.24 683 810 -147 50 3000 0.59 0 22 584 900 -255 55 3300 4.55 0.21 707 590 -283 A R Q Tc Tc total I Qc 64 3800 4.61 0.20 72$ 1080 -352 4.34 0.06 1.00 133 5.0(} 3.18 1.02 65 3900 0 58 0.19 749 1170 -421 70 4200 0.56 0.18 777 1260 483 iVQ€e: Vary d t[a make Q match Qc 75 4500 0 55 0.18 $17 9350 -533 80 4800 0.55 0.18 851 1440 -579 Qpeak far Case 1= 1.02 cfs 85 5100 053 4.17 890 1530 -630 90 5400 0.50 016 876 1620 -744 CRSE 2 95 5700 0.45 0.14 839 1710 -871 100 6000 0.49 016 958 1840 °842 Case 2 assumes a Time vf Concentrativn less than 5 minutes sa that tne peak flvw =.80(Tc=5 rriin intensity){Imp. Area) _ 0.87 cfis "208" TREATMEN7 REQUIREMEIWTS Minimum "2(]8" Valurrre Requrred 393 cv ft Provided Treatmerrt Vofurns 0 cai €t 50, tha Peak flvw fvr the 8asin is the greafer af the two flows, DRYWELL REGlUIREME14TS - 10 YEAR C7E51CaN STLIRM 1.02 cfs Maximum Starage Required by Bowstring $24 Gu ft Provided 5tflrage Volume fl cu ft Number and Type pf flryweEls Requfred 1 SEngle 0 i]t]uble PEAK FLaW CALCl1LATIaN PRC3JECT Ray21 VIS$S BpWSTRING METHfll7 PROJEGI'. Royal Vista Spakane Caunty'IU-Year Besign 5torm DETEN7IDN BASIN DESIGN 8AS4N. Pre-developed 3 DESEGNER, SAR BASIN: Pre-devefoped 3 DATE. 7-Jan-03 , Tat. Area 10.067 SF 0 23 Acres Time Increment (min) 5 Imp. Area 6,634 5F C= 066 Time of Cvnc. {min} 500 "Outfkow (Cfs) 03 Design Year Flovv 10 CASE1 Area (acres) 0 23 Impervious Area (sq ft) 5834 30 ft Overland F9ow 'C' FactQr 0.66 Area ` C 0.153 Ct = 015 Addi#ianal Praject AsphalfiE Area 1,075 L= 3Qft n= 0.014 Time Time Inc lroiens QDevel Vol.ln Vol Out Storage S = 0.0133 (min) (sec) {iNnr) [cfs) [cu ft] (cu ft) [eu ft] 5,00 300 318 049 195 90 105 Tc = 0.33 min., by Equakian 3-2 vf Guidelines 5 300 3.18 0.49 195 9[} 105 60 R Gutter flow 10 600 2,24 034 240 180 60 15 900 176 0.27 259 27(] -1 Z1 = 500 For Z2 20 1200 1 45 4.22 289 360 -71 Z2 = 9.0 Type B=I 0 25 1500 1 23 0.19 301 450 -949 n= 0014 Rvlled = 3 5 30 1800 4 05 0.15 305 540 -235 5= 00050 35 2100 091 0.14 307 63[} -323 40 2400 081 0.12 310 720 -41 a d= 0.1260 ft. Flvw Wid#h 6 3 ft 45 2700 0.14 0.91 396 810 -494 50 3004 0.69 0.11 327 900 -573 55 3300 0.65 0.10 337 980 -653 A R C3 Te Tc tvtaE I Qc 50 3500 0.61 009 347 10841 -733 040 0.05 CY.48 0.84 500 318 0.49 65 3900 058 4 09 358 1170 -812 70 4200 4.56 009 371 1260 -889 Note: Varar d ta make Q match Qa 75 4500 055 0.08 390 1354 -950 8o 4800 0 55 008 411 9440 -1029 Qpeak fvr Gase 1 v 0 49 cfs 85 5100 0.53 008 425 1530 -1105 90 5400 17.50 0 08 418 1820 -1202 CASE 2 95 5700 045 0.07 400 171(] -1310 100 6000 0.49 007 457 1800 -1343 Case 2 assumes a Time af Canceratration less than 5 minutes so that the peak Flaw =.90(Tc=5 min intsnsiry){Imp. Area) = 0 44 cfs "208" TF{EA7MENT REQUIREMENTS Minimum "208" Vvlume F2equired 45 cu ft Prvvided Treatmant Vvlume a cu ft 5v, the Peak flawfor the Basin €5 the greater pf the twv fl ows, D RYWELL REOUIREMENTS -10 YEAR C3ESIGN STDRM 0.49 cf5 Maximum Starage Required by 8owstr[ng 945 cu ft Provided 5tvrage Volume 4 cu ft Number and Type af []r}+wells Required 9 5ingfe 0 C7vub]e PEAK FLQW CALGULATIQN PRaJECT. Royal Vista B{]WSTRING METHOD PRC7JECT• Rvya! llista Spokane County 50-Year Oesign Storm DETENT6DN SA,SIN DESiGN BASlN, Past-develvped 1 DE5IGNER 5AR BASiN: Pqst-develaped 1 DATE: 7-Jan-03 7ot Area 17,570 8F 0 40 Acres Time fncrernent (mm) 5 Imp Area 3,000 5F Time o# Cflnc 4miny 6.56 C = 032 Oufflaw (cfs) 0 Design Year Ffow 50 Area (ac'es) 040 GASE 1 ImpervEVUS Area {sq ft} 3000 'C Factar 0.32 250 ft. C3verland Flovsr ,Area * C 0129 Pa+rement Area 0 Cf = C}.15 t = 250 ft. 7ome Time Inc. Intens. Q Devel. Vol In VoI,out 5tarage n = 0,400 {mEn} (sec) (inlhr) {cfs} fcu ft1 (cu it) [cu ft] 5= 0A340 5.56 393 4.06 0 52 276 0 276 Tc= 6.56 min., by Equation 3-2 af GuidefEnes 5 300 4.5B 059 237 237 10 604 3 20 0.41 303 4 303 0 ft. Gutter flow 15 904 2 45 0.32 326 326 20 1200 1.97 0.25 339 0 339 Z1 = 50.0 For Z2 25 1500 1 67 022 357 0 352 Z2 = 1.4 Type B~ 10 ~ 30 180LY 1 45 019 361 0 367 n= 0.014 Rolled - 3.5 35 2100 1.30 017 374 0 374 5= 0.0190 40 2400 1 18 015 385 0 385 45 2700 1.08 014 384 Q 394 d= 01010 ft Flvw Width 5.9 ft. 50 3000 099 013 400 0 400 55 3300 0.92 012 407 0 407 64 3600 0 87 0.11 419 a 419 A R Q Tc 7c tatal I Qc 65 3904 0.82 Q 11 426 0 426 026 005 0.52 000 6.56 406 0 52 70 4200 0 80 0.10 447 0 447 75 4504 077 0.10 460 0 460 Note• Vary d to make Q match Qc 80 4800 0.75 010 477 a 477 85 5100 4 72 0 09 486 0 486 Opeak far Case 1= 0.52 cfs 94 5400 0.71 0 09 506 0 506 95 5700 0 69 0.09 519 4 519 CASE 2 100 6040 067 0 09 530 C] 530 t== Case 2 assumes a Time of Concentration less thars 5 mireutes so [hat the "208" TREATMENT REq€JIREMENTS peak flow = 96(Tc=5 mm. infensity){lmp, Area) = 0.28 efs Minimum "208" Volurne Required l] cu ft Provided 1'reatcnent Volume 0 cu ft DRYWELL REQLIIREMENTS - 50 '(EAR DE51GN STORM 5v, the Peak flaw for the Basin is the greater af the two flows, dNaximum 5torage'Required ay Bvwstring 530 Cu ft 0.52 cfs Providad Storage Vvlums a cu ft Number and 7ype of QrywalEs Required D Single 0 17vuble PEAK FL{3W CALCULATIQN PR[?JECT; Royaf Vista 80WSTRING METHO❑ PR[}JEGT• Rvya! Vista Spokane Co[tnty 50-1'ear Clesign Storm DE7ENTION BA51N DE51GN BASiN: Pvst-deaelaped a DE5IGNER: SAR 6A51N. Posk-develvpeti 2 DATE 7-Jan-03 Tot Area 23,382 5F 0.54 Acres Time Increment (rnEn) 5 Imp. Psea 13,239 5F Ttrrae af Conc (mm) 5.00 C= 060 Dutflaw (Cfsm 03 pesign Year Ffaw 50 Area (acres) 0.54 CASE 9 Impernaus Area {sq f#} 13239 'C' Factor 0 60 40 Ft Dverland Flvw Area ' C 0320 Pavement Arsa 9,439 Ct= 015 L= 40 ft. `Fime Time Inc Intens. Q C3eveP. VQi,ln Vol Out 5torage n y 0.400 (min) fsecj (tnlhr) [cfs) 4cu ft) (cu Ft) (cu ft) 5 r 0.0100 5.00 300 4.58 1 47 589 90 499 Tc = 3.45 min., 6y Equatiqn 3-2 qf Gwdehnes 5 300 4.58 1 47 589 90 499 10 600 3 24 1.02 719 184 539 233 ft. Gutter Raw 15 800 245 078 786 270 596 20 1200 1 97 0 63 821 350 461 Z3 = 500 Fer Z2 25 1500 3 67 ❑.53 856 450 406 Z2 = 35 Type 6 ~ 1.0 30 1800 1.45 046 883 540 343 n= 0014 FioEied = 3.5 35 2100 1.30 0.42 916 630 286 5= 00350 40 2400 1.18 038 945 720 225 45 2700 1.08 035 969 810 159 d= 01300 ft. Flow Width 6.5 6#. 50 3400 0 99 0.32 983 900 83 55 3300 092 0 29 1402 990 12 80 3600 0.87 028 1031 1 084 -49 A R Q Te Tc total I ac 65 3900 082 0 26 9 050 1170 -120 0.45 0.06 1.45 1.21 5.00 4.58 1.47 70 4200 0.80 026 1102 1260 -158 75 4500 0.77 0.25 1134 3350 -296 Note• Vary d ta make Q match Qc 80 4$00 075 0 24 1177 1440 -253 85 5100 0.72 023 1199 1530 -331 Opeak fvr Case 1 = 1.47 cfs 90 5400 0.71 0.23 1250 1620 -370 95 5700 0.69 0.22 1281 1710 -429 CASE 2 iCtO 8600 067 021 1309 1840 -499 Case 2 assumes a Time of Cvrscentration Iess than 5 minutes so that the "248°TREATMENT REQUIREMEN7S peak ilpvu = 90{Tc=5 mm intensity}(imp Area) = 1 25 cfs Minimum "208"Velume Required 393 cu ft Provided TreaCment Volume fl cu ft E7RYINELL REQIJIREAAENTS - 50 YERR [7E5IGN STORM Sfl, the Peak fivw for the Basin 4s khe greaker af Yhs twcr flows, Msximurn Storage Required by Bvw{string 539 cu ft 7.47 cfs Pravided 5karage Volume D cu ft Nurnber and Type ot Drywells Requi red ti 5ingle 0 Double - --I I -j ~ - ' _ i- - ~ PEAK FLOW CALCI.?LA71OfV PROJECT: Rayal Vista 8c]WSTFtIiVG METHDQ PRQJECT: Royal Vista 5pokane County 50-Year Design 5torm ❑ETENTlt7N 8AS1N DESIGN BASIIV: Past-develaped 3 aE5iG1VER 5RR BA51N. Post-develeped 3 C]A"FE• 7-Jsn-03 Tot Area 10.067 5F 0.23 Acres Time lncrement (min) 5 Imp. Area 6,634 SF TEme 6f Cone. (rrgin} 5.00 C= 0.66 Outflvw (cfs) Q 3 ❑esign Year Flaw 50 Area {acres} 023 CASE 1 Imperaiaus Arsa (sq ft) 6634 "C' Factor 0,66 30 ft C3verlanc€ Flow Area ` C 0.153 AddEtionaJ Proj ect Rsphaltic Area 1,075 C4 = 0.15 L= 30 it. Time Time Inc. Intens QDevel. Voi dn Val,out Stgrage n = 014 iminl (sec) [inihr} (cfs) [cu ft] (cu fC) (r.u ft) 5= 00133 500 300 4.58 0.70 281 90 191 C== Tc - 0 33 min , hy Equaiion 3-2 of Gufdehnes 5 300 4.58 0.70 281 90 191 10 600 120 0.49 343 180 163 60 ft Gutter flaw 15 940 245 0.37 375 270 105 20 1200 197 034 392 360 32 Zi = 50.0 For Z2 25 1500 1.67 026 409 450 -41 ZZ = 1.0 Type B 10 30 1800 1 45 022 421 540 -119 n= 0.014 Rohed = 3 5 35 2100 1 30 0.24 437 630 -193 S= 0.0050 40 2400 418 018 451 720 -269 as 2700 1 08 017 asz 810 -348 d= 01450 ft. Flow WEdth 73 tt 50 3000 099 015 469 900 -431 55 3300 Q 92 014 478 990 -512 64 3600 0 87 013 492 1 080 •588 A R C) 7c Tc total I Qc 65 3900 0.82 0.13 502 1170 -668 4.54 0.67 0.70 6.77 5A0 4.58 0.70 70 4200 0 80 0.12 525 1260 •734 75 4500 077 [}.S2 542 1350 -808 Nate: Vary d to make Q matcly Qc 80 4800 0 75 0.11 562 1440 •878 85 5100 072 0.11 572 1530 -958 qpeak far Gase 1= 0 70 cfs 94 5404 0.71 0.11 597 7624 -1023 95 5704 0.59 011 612 1710 -1098 CASE 2 104 6000 067 014 625 1800 -1 i 75 Case 2 assurrses a 7ime of Cvncsntrativn less than 5 minutes so that the "208" TREATMENT REQLIIREMEN7S , peak flaw = 90(Tc=5 min intensity)[Imp, Area) = Q.63 cfs Minimum "208" Volume Required 45 cu ft Prauided Treatment VOlume 0 cu ft DR1'WELL REQUIREMENTS - 50 YEAR DE51GAI STQRdv! 50, the Peak flcsw for the Basin is the greater af the lwo flows, Maximum 5tarage Required by Bowstring 191 eu ft 0.70 cfs Prrraided 5#orage Volume 0 eu ft Number and Type of Drywells Required 1Single ❑ Double INLET CALCULATIONS J I - - , _ - I-- - ~ , - - - - i ~ , , Royai Vista S0I0444 • Spakane County, Washingtan l 1112102 Engineer: SAR CURB XJROP CALCULATI[]NS in Sump Conrlitions ' ~uxb~~nl`e~.'_r,'_ asi~'•; Basin + Inldt ~iaxiirxurn By-Pass; * ~fi w "T]e th* * ' . -Ca acity Fl°o Enlet ~treet:ari:d~, ~I:i?7•~~ ~Flciw- By-Pass Leng Flbp p N~'~_ SCc`ttlC)3°i.,, Q H Qa Q-Qa Visfia Road TYPE 1 ~ Sta. 12+14 C[JRB 0.70 O.70 4.00 0.15 072 0.00 000 000 000 040 0.00 0.00 a.oo 0.00 0.00 0.00 0.00 000 N(]TE: TYPE i CLJRB 1NLET TYPE 2 CURB NLET (Not Used) Qa = 3.087 L*H^ 1.5 +Curb In1et IJepression = 2 in. Gurb Inlet L7epressian = 2 in. V4rhere L= Length of Gurb Drop, H=FIaw Depth 1Via7cimum Iniet Heigttt =4 in. Curb Inlet Lengt£i = 4£t. . Maacimum Inlet Height = 4 in. By-Pass flows fram upstream inlets on cvntinuQUs grades. lViaximum Flaw Depth is based on Inlet height CaPculated per Section 4-1 ❑f the Spokane County Guidelines for Storrnwater Management "54-oc". I o 't e x ' • 15 x InEets ~ BASIN MAPS i RFCEIVED ~ 2 ~i 200~ ~ CLC A55OCIATE5 SPOKANECOUNITY Ei;GIP;EFR November 14, 2002 OFf1ClAl PUBLIC DOCUMEIYT <<. , SPOKANE COUNTY ENGINEFA'S OFFICE; Spokane County Engineering & Roads QRIG~] A,. - 1026 W Broadwa Ave. ± y PROJECT # ~'~e5 14~; Spokane, WA 99260 SUBM(TTAL # 1 - Attn. John Hohman, P E RETURN TO COUMY ENGINEER ' RE: ROYAL VISTA, DRAINAGE REPORT - SPOKANE COUNTY PROJECT FILE PE-1905-02/ZE-6-02 , W.O. #S010444 ~ Dear Mr. Hohman ~ This letter and attached calculations are intended to serve as the drainage report for Royal Vista. INTROD UCTIDN The site is located on the west side of Vista Road, approximately 150 feet south of the south right of way line of Boone Avenue. The assigned street address is 1103 N. Vista Road. The site is in the ~ NW quarter of section 18, Township 25N, Range 44E, Willamette Meridian, in the County of i Spokane, WA. The proposed private road will be accessed from Vista Road i SOILS & PERMEABILITY ; According to the Soil Survey of Spokane County the soils in the project area are classified as Garrison Series soils (GgA) Excerpts from the Soil Survey of Spokane County are attached - The Garrison soils are pre-approved soils for drywell use according to the Spokane County ~ Guidelines for Stormwater Management. ; BASIN CALCULATIONS The existing project site has two pre-developed basins (shown on attached basin map). The pre- developed peak flow rates (10 and 50-year storms) for each basin were calculated using the rational method The calculations are attached with a summary in Table 1. The attached basin map also shows three post-developed basins. The peak flow rates (10 and 50- I year storms) from each basin were calculated using the left side of the attached bowstring sheets _ used in 208 swale calculations. A summary of the results are shown in Table 2. ; Runoff from post-developed basins 2 and 3 will be directed to 208 swales and thus will not result ' in offsite flow. Post-developed basin 1 will discharge offset. 707 WEST 7TH AVENUE • SIJITE 200 • SPOKANE • WA 99204 • P 509 458 6840 • F 509 45B 6844 J \DOCUMENnS010444\Dramage\DRAINAGE-REPORT.doc I DENVER • SPOKANE • SALT LAKE CITY All basin calculatians assume Cvalues af 90 and 243 for impervious and pervinus areas respectively The peak flaw rates summarized in Table 2 were taken from the largest value of two cases. Gase one cansiders the peak flovv from the entire basin whfle case two cansiders only the imipervious area peak flaw rate 208 C.4LCtILATIONS ~ Runoff from post-developed basin 2 wili be directed to Swale B, which has a single depth drywel[ ( 3cfs outfiaw) Runoff from pvst-deueloped basin 3 vvill be directed ta Swale B, which also has asingie depth drywell. The 208 bvwstring Galculativns are attached and are sumnxarized in Table 3 The bvwstring ~spreadsheets use Ehe rativnal methad since a11 basins are be1Qw 10 acres. The swales haWe heen designed ta meet the 248 requirements, and ta detain excess water from the 50-year starrri ' GUTTEIR CALCULEITIQNS Qnly Vista has a curb and gutter Since Vista has a sump (with a curb inlet) gutter flow width calculations will be controlled be the inlet calculations below ~ - INLET C'ALCULATI0"NS The inlet on Vista allaws vuater to enter Swale A from the gutter This inlet is in sump canditiQn The attached calculations shaw that a 4' wide apening wiil handle the SD-year storrn In additian, the water will spread approx[mately 7 5' into the rvad This leaves 12 5' dry width on the west side of Vista (actual dry width wvuld tnclude dry wridth of east side af Vista) I~ Thanks for your time and effart can this matter Flease call either Tadd Whipple or myself at (509) 458-6840 if yau haVe any questions Sincerely, CLC Associates, Inc. ~ ~LEN was~ p G v~ ' Scott Rivas, P.E 00 Project Engineer ~p Wr,~os a ~ r~ cc File ~'s'~C?NAL~'Cs ~I . i EXPf RES _ .i 1DC7C[]MEN`C~50104441TTramagelC]RAIiVAGE-AEPOPT dae SUMMARY TABLES ! tL)C1CLtMENT15O104441TJraunage117REtINAC:F-REPCIRT doc - - - - i i - - , I - - - RCIYAL VISYA ' C-20-SO10444 11111l2002 5AR 7AB L E 1 BASIN SUMMARY - PRE DEVELC]PE❑ , - - x- - ~ke~>~ ,u f~ fi.....~,,.w-rf.,r 4~~~1r~'cayi ~ ,C'[']~GI"lpF751~e 95100R, " - 1' ~P~]Y~'~'~~~~~~.,~ % ~ -~~~~'kr~ - _ ~ ~r. ~ 'si ~ ~ t" j~a`~, ~~~Vd~ s-',.'~ ~'z ~ Slf,x l~ i~~. ~ ~``~i+ ~~};`~~clf ~ ~~~f~~~ S~~i~,_; ~ °~a~ ~ _ ~ L~~ . F~ ' Jss 5 d~~. ~TF E 'v Tfi,. AS'EN~-.'~ riv~s~.~ ~ Pwo~ . ~ ~.~.~L:~-~;~ 1 N 26,935 1 0.62 I 2,250 I I 2,250 ~ I I 2,250 I 0.26 0.40 I 0.57 a I 22,993 I 053 I ~ 9 Q I 4 I I 020 028 p 040 I k 0.00 1 I I 4 I { I 0.00 I 1 ~ I 0.00 I I I 0 I I 1 M 000 I I TDTAL ~ 49,929 I 1.15 ~ 2,250 I 1 2<250 2,250 ~ I 0.88 ~ 0.97 ~ IMPERVIC7US AREAS Roof ' 1500 s.f Drive. 500 s.f. , 2 G values used m compasite C vafue cafculation ImperviDus = 0.9 • Pecviaus = 0.2 6asin Sumrnary.xls . RQYAL VFSTA C-20S020045 1111112002 5AR TABLE 2 BASIN SUMMARY - POST DEVELC3PED ,~K~ ~ ~ Gorr~' o Q~L ' ~ R~Ji;,U,~.pREA ~,~~,~~y~t p N-Ng.'~16t' 77 4f' v'rj~'• ~ ~ v+ ; ~ ~ • ~~a~ ~ ap a s~ ;'~3,a511~ ~ 5f7 - T 7 ~[Q~T~H~r AR.~ ~E.A. `'Stf~e'f?~'G rti -~u~~•~~ ~ ~-~.,.,v ~~{ef.~ ~ ' ~ ~ti ~etic' ~ ~--'~i~'~t-^,. L A B~+SNN [sY) M~acre}`~~~~ide_w,aE~ ~Dr~,~ve~ ~taC~~ ~~~vo f s,,~.~~. ~Qavalue~t,,~ s~., ~ 1 y 17,570 I~ 0.40 I 0 I 0.0 I 0 , 2,0 I o 3,000 0.32 I 0.36 I a,s? 2 I23,382 ~ 0.54 I 7,939 ~ 3.0 ~ 9,439 20 I 800 ~ 13,233 I 0.60 ~ 1.02 1.47 3 ~ 10,061 ~ 0 23 k' 3,750 ~ 2.0 1 4,750 ~ 1.0 r 384 6,634 ~ 0.66 ~ 049 010 0.00 1 9 I 0 I I M ~ ~ - 0.00 I I b a ~ l 1 1 I I I I 0.00 ~ p 9 0 I h I I G E 0.00 1 h I o I I I I TOraL 51,019 1 17 11,689 50 14,tiss 5.0 1,184 22,873 1.87 2.69 ' iMPERuIOvs AREAS Roof; 1500 s.f. pnVe: 500 s.f. 2The fl❑w rate is tFae greater oi two cases: Case 1 -Entiee composite basin peak fl6w rate, Gase 2-Peakc ilaw rate fram imperviaus basin anly a Area requiring 208 Treatment "C vacues used in compasite Cvalrae ca1culatian Impervious = 0.9 Pen+iaus = 0 2 • Basin 5ummary.x[s - - , i - - _ - - - - - - - I , ~ ~ ~ - - _ TABLE 3 P+DND SUMMARY 10,11W T~'~1~.+~...,~ :°~e' ~ `~a-w~`,[ yfi r1a.A.. ~w~. ~~'~i~h~t~'~~~ . ~ :~,~7~~~~,~ ~~v~ 1a41~~l,V~ s , N2J' r s ~ y~ y~.a ~ , "^a•.~N.,~ k,_. J.~ ~~~-~~.~~e-~ ,.ni :aS s..~n.. 208 PRqVIpEQ REQUIRED REQUIRED 208 208 VDLUME VULUME ►4T ' 2[]8 50 YEAR AREA AREA REQUIRED PRdVIQED 1' DEPTH Vt]LL1ME V(7LUME PRC3U'I[3E0 REQUIRED DRYWELLS _f) a (5f) (Sf) s (cf) } (cf) 1 (Gf) ~ (r A I 2 1 88 1 250 45 1 191 ~ 100 ~ 90 ~ 1- 5ingle B 1 3 N 444 1 952 ~ 393 1 539 829 ~ 786 ~ 1 - sir,gle TOTAL I I 532 I 1,202 I 438 I 730 I 929 I 876 1 Svaaie A- 3.1 side slopes; Swaie B - 2 1 side slapes. Volume = depth x(pond bottam area+pand area at desired depth)l2 2 From bQ►nstring spreadsheets ~ 3 Totai area of streets and driveways from Tab{e 2 divided by 12 11J1412002 j:WocurnentslS0104441drainagelPONa-Sl1MMARY.xIs 9:17 AM ■ MAP ] 13JCiCUh4ENTM 144441L7ramagelDRA1?+IAGF-REP[]RT doG ur ~ I S - FIOWrRdFld. WeTC1D q B~ " rnw Rd}f 1 fid ~ PenclNr Hd $ G? d~' e 1 ~ ercu ~ F1naMy ~ FenaROr 590. SMhcrtl A0. { ~ 8411 ~ia~.'A.i ...-.......,M ~ LAk~ Htl ~Mr Ojckey SL e ~UV 0 p ; timan ~ ~ ~ ; ~ ~ Esitom Rd. Eei hm it ]'1 Rd ~ Eeefam RC~ ~ ~ a Rk a pallar fIE. r nri evl ~111.1d ~ D vld V5VU A a, iemeSL Th3armen TRlerr~an Si f ~evlC 9redfay Rd dred t Br $ t, pd. ~ St " 1 ~U ~/O ~ CNiinet ~7~'t.~~? Cai, mei Ad. :c Rtl~^gr fl , Llly Ad LI Rd 6 rq Rd Sfn AOL- Rd. OWd 9ruim Rd. 9 4 ~J B~irrm n Re~Rd, P Pc[k Rd. n v, ~~~r•~ ~,,ii~~ a i 64t EQ ~n EdW Rd. Gntar y Canter Or. ~ v y Flr E Elle kd, ~ ~Ile,~ Efle • 4.. er a ~ ~ ~ ~ ,n F:} L"7 • M ~ ~ ~ ~y ~ t~ T s a Rd ~m ~ Ad, Qkk E. '..'7..°e~ L"14, Rd..:. Q- VI Rd Vi Rd s ~ ~y ~ ~ ~ ~ - 5f M a„~l, r~ 41'~ ~ • I i ~ , ~ • ~ _ ~Rd V~ m ~ N~ ` I ; ~ ~ ' • • 1 ~ H~y i.aure Lavn CAu Ze N ~ F'n ~ . ~ . 8a pent iS ~ g c.c I ; S5Y :"J 1~ f~ ~ ~ tv HI ryw Rd ~ klefgu~ e Rd H Inge: I l ~ ~ 9~70c~ ~a H~ n.. _I A ~ I Vul Rd, m 9 ~ , • ~y ~164 y.°•r ylflllo+r d. flax Rd 321 ~ I ~ ' g ~ Ilow R ~ en R ~ Lxu ~dc_.,.... tKUh Ra~ 9..i0 0 ~ IJI. ~ a a ! Rd. Loeuat Rd ptiBF°~ ~~"~"y~Ferr Rd. ~ Fur pd, ~ Pe Rd. ~ en Rd~r a,r• f ~ ~ ~ ~ ' ~ cArthur 8u a t Su nd Rd. gunderle~ R0. ~ WeodMf Rd. 8 ndiA « i Rd 78 W IW Waad Fk6 Walnu1 Rd. ~ Walnu! Rd ~ ~ t R ' Y !hnld Rd 10?00 W RG Fleralo Rd. I ; ~ ~ Nere A X }lareld Ln. Dertmoum Oa o ~ p , ~p Ge S ~ rt ous a Farta Rd. ~ ReMa fld prps~ F e y ~ Y ~ B a ~ Balfour ~ry'br ~ ~ ~,gatiteur °r~au~ ~ 8e oua ~ ~r a ~ ~ Reynwi d Saffaur i AaXm,nd Rd cl . 'fyp 4 Rsya~nd Rd. R6 on ~!d a eYmond R 5 ~ SC7ra7 r~ 'r 0ban p Ueihronlt R~. Obarlln ~ UrtM n old ~ Univare R0, UnRren R i~a1ti y~ N y~Afnqr~ Yasf M1 K 'Ven Mertar ~ ~ a * V n NPartsi Ven g ~ fiq PA Vr 4 arln ~ ann Rd lr11s d 4 ~ ~ R . 1 iii nn ~ ren a~~~' ~ ~ l~ ~ ~~1~~ ~ ~o,u.~~..~I P~ ad. - 12" SOIL SURVEY EXCERPTS J 1DOCL1MhN7lS0164441DrainagelDFtASNACrE-SfEP[JRT dac _ sPoKANE cOuNTr, wasHiNGToN - EHEET NuM dJarns siree3.FF 57] R 44 E ~ . _ _ _ - ; - _ _ " • ti ' "a' ~ - : c. V f~ F ~N'' ^ ~ i • ~ •3 ' . ~ ~ k ~;i! 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'S, t . . . ~ w • - - F-i:~ , . - r. d+, ' - (loins 51,ee► 75) 1 20000 1 ~ PRE-DEVELOPED BASIN CA.LCL~LATIONS J 117pCL]MENT1541044411]rainageiDRATiNAGE-REYC}RT doe PEAK FLOUI! CALCULATlON PROJECT: Royal Vista , Spokane County1a-Year Design Storm , BASIN Pre-developed 1 Tot Area 26,936 SF Q 52 Acres i- Imp. Area 2,250 SF C = 2fi ; CAS E 1 i 340 ft. Ouerland Flaw - Ct = 0.15 L = 340 it. n = 0.400 ~ - s = 00280 ; Tc = 8 36 min , by Equatian 3-2 of Guidelines ❑ ft. Gutter flow ~ ~ Z1 = 50.0 Far Z2 Z2 = 1.0 Type B= 10 n= 0400 RoIled = 15 5 = ❑.0560 d= 0 2550 ft. Flow Width 12 8ft. A R Q Tc Tc total I Qc 166 0.13 0.40 0.00 8.36 2.48 0 40 Nvte: Vary d#a make Q match C,tc ; Qpeak far Case 'E = Q 40 cfs CASE 2 Case ~ assumes a Time ❑f Cvncentration less than 5 minutes so tha# the peak flow =.90(3 18 inlhr)(lmp. Area) _ 0 15 cfs I Sv, #he Peak fIvw far the 8asin rs the greater of the two ffvws, 0.40 cfs I i - , Spvkane County 'I D-1(BaC E)E5rgn $tUr171 " - BA51N• Pre-developed 2 ~ Tvt. Area 22,993 SF (].53 Acres [mp. Area ❑ 5F C = 0.20 GAS E 1 i 300 ft C3verland Flaw ~ Ct = 015 i ! L = 30[] ft. n = 0.400 - 5 = aM0d Tc = 7.59 min., by Equativn 3-2 af Guidelines ' Q ft. Gutter flow ' Z1 = 50.0 Far Z2 -22 = 1[3 Type B= 1 a n = 0.014 Rofked = 3.5 S = 0.01100 - ci = 0,0900 ft Flaw Width 4 5 ft. p, R Q 7c Tc total I Qc 0 21 0.04 0.28 (},00 7.59 2 61 0 28 ' Nate; Vary d ta make Q rnatch Oc Qpeak tar Case 1= 0.28 cfs _ CAS E 2 - Case 2 assumes a Time of CQncentratinn less than 5minutes so that the - peak flow = 90(3.18 infhr)(Imp. Area) T 0.00 cfs 50, the Peak flow for the Basin is the greater of the two flaws, i ~ 0.28 cfs i~ iPEAK FLOW CALCULATIaN PRCIJEGT: Royal Vista Spo'kane County 50-Year ❑esign Storm ~ BASIN: Pre-deuelaped 1 I~ . Tat. Area 2E, 936 S F 0 62 Acres - i Imp Area 2,250 SF - ' C = 0.26 IGA5 E 1 ~ ~~lT340 ft. ❑verland Flow Ct = 9 5 L= 340 ft n = 0400 ' s = 0.0280 Te = 8 36 min., by Equation 3-2 af Guidelines Oft. Gutter flow I Z1 = 500 Fvr Z2 Z2 = 1.0 Type B = 1.0 i n = ❑,a14 RoIled = 3.5 s = 0.0660 d= 0.0830 ft Flow Vllicith 4.2 ft A R Q Tc TG total I Qc 0.18 0.04 ❑.57 0.00 8.36 3 57 057 Nate Vary d tcr make Q match Qc . ' Qpeak for Case 1 = O.57 cfs ' CASE 2 Case 2 assumes a 7ime af Concentrativn less than 5 minutes sv that the peak fBavv = 90(4.58 inlhr)([mp. Area} = D 21 cfs ' Sa, the Peak flaw fvr the Basin is the greater vf the twv tlows, 0.57 cfs PEAK FLOVII CRLCULATlON PR[].IECT: Royal Vista ~ Spvkane County SD-Year aesign Starm _ BASIN: Pre-deveEvped 2 Tat. Rrea 22,993 SF Q 53 Acres lmp. Area a SF C = ❑.20 - CASE 1 300 ft. C3verland F9ow - Ct = 0.15 L = 300 tt. n = 0400 s = 0,0300 , , Tc = 7 59 min., by Equatian 3-2 af Guidelines D ft. Gutter fEow i ~ ZI = 50.0 Far Z2 72 = 1.0 Type B= 1.0 ~ n= 0.014 Rolied = 3 5 ' S = 0.0100 i d= 0.1030 ft. Flaw llVidth 5 2 ft. ' A R Q Tc Tc tatal I Qc 0.27 ❑.05 4.40 000 7.59 376 0.40 Na#e- Vary d tv make Q match Qc ~ Qpeak far Case 1= 0.40 cfs CAS E 2 i ` Case 2 assumes a Time nf Concentrativn less than 5 rrtinutes so that the peak filvw = 90(4 58 inlhr){Imp. Area} = 0.00 cfs i. ; So, the Peak flaw for the Basin i s the greater of the two flaws, 0.40 cfs POST-DEr ELOPED BASIN AND 208 CALCULATIONS J 1DOCUMENT1S4104441BrninageEClItA,SNAGE-REFi?RT doe , - - - , - - , PEAK FLOW CALCULATION PROJECT Royal Vista •t ~ BOWSTRING METHOD PROJECT: Royal Vista Spokane County 10-Year Design Storm i~. DETENTION BASIN DESIGN BASIN: Post-devetoped 1 DESIGNER: SAR , BASIN: Post-developed 1 DATE: 11-Nov-02 Tot Area 17,570 SF 0.40 Acres , Imp Area 3,000 SF Time Increment (min) 5 C= 0 32 Time of Cona (min) 6 56 ~ OuMow (cfs) 0 ~ Design Year Flow 10 CASE 1 Area (acres) 0 40 Impervious Area (sq ft) 3000 250 ft Overland Flow ''C Factor 0.32 Area ' C 0 129 Ct = 0.15 p^ Asphalbc Area 0 L = 250 ft n= 0.400 Time Time Inc Intens Q Devel Vol.ln Vol.Out Storage S = 0.0340 (min) (sec)_=_AtNhr) (cfs) (cu ft) cu ft _ _ (cu ftZ_ :-6.56 393 2 81 0.36 191 0 191 Tc = 6 56 min., by EquaUon 3-2 of Guidelines 5 300 318 0.41 165 0 165 0 ft. Gutter flow 10 600 2 24 0 29 212 0 212 .~•15 900 1 76 0.23 234 0 234 Z1 = 50.0 For Z2 20 1200 1 45 0 19 250 0 250 Z2 = 1.0 Type B= 1.0 25 1500 1.23 0.16 259 0 259 n= 0 014 Rolled = 3.5 30 1800 1 05 014 262 0 262 S= 0.0190 35 2100 0 91 0.12 262 0 262 40 2400 0 81 010 264 0 264 d= 0 0880 ft. Flow Width 4.4 ft. 45 2700 0.74 0.10 270 0 270 50 3000 0.69 0.09 278 0 278 55 3300 0.65 0.08 287 0 287 A R Q Tc Tc total I Qc 60 3600 0 61 0 08 295 0 295 0.20 0.04 0 36 0 00 6.56 2 81 0 36 65 3900 0 58 0 08 304 0 304 ~ 70 4200 0 56 0 07 315 0 315 Note: Vary d to make Q match Qc 75 4500 0.55 0.07 331 0 331 80 4800 0 55 0 07 349 0 349 Qpeak for Case 1= 0.36 cfs 85 5100 0 53 0.07 361 0 361 ; 90 5400 0.50 0 06 355 0 355 CASE 2 ~ 95 5700 0.45 0 06 340 0 340 100 6000 0.49 0 06 388 0 388 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(Tc=5 min mtensity)(Imp Area) = 020 cfs r° ~"208" TREATMENT REQUIREMENTS •A Minimum "208" Volume Required 0 cu ft Provided Treatrnent Volume 0 cu ft So, the Peak flow for the Basin is the greater of the two flows, DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM 0.36 cfs Maximum Storage Required by Bowstnng 388 cu ft Provided Storage Volume 0 cu ft Number and Type of Drywells Required 0 Single 0 Double . , ~ . - , - , , - , - - - - - - - - - -i - PEAK FLQW CALCULA7EON PR❑JEC3 Rnyal Vista BOW57RING ME7HC]D PRC3,lEGT Rvyal Vista Spokane Caunty 10-Year Design Storm DETEIVTION BA51N DESIGN BASlIV Past-developed 2 ❑E51GNER SAR BASIN Post-deVelaper! 2 6ATE 11-Mov-02 Tot Area 23,3$2 5F R 54 Acres Imp Rrea 13,239 SF Time Invrement (min) 5 060 Tims of Conc. (min) 5 00 ~ DutFlow (cfs) ❑ 3 'Design Year Flaw 10 CASE 1 ~Area (acres) Q-54 Imperviaus Area (sq'Ft) 13239 ~-=====44 St. C?verland Flvw 'C' Factar 050 Area ' C 0320 Ct = 015 Asphai4c Area 9,439 L = 40 ft_ n_ 0400 ~ Time Time inc Intens Q Clevei Vo! tn Vol f]ut Storage 5 = ❑ OI0C] {mrn} [sec] [inlhr] (cfs) (cu ft) {cu ft) 4cu R] 500 300 ° 3 18 1 Oa 409 90 319 TC = 3 15 ►nin , by Equatan 3-2 vf Guidelines 5 :1Q0 3 18 102 4[Y9 90 319 ~ 233 ft. ~Gutter flow k,k 1(] 6[3fl 224 072 504 181) 32+1 15 940 1 76 ❑ 55 563 270 293 Z1 = 5Q o Fvr 7.2 y~1 20 12[]0 145 47 606 360 246 Z2 = 35 Type 8= 1[] 25 1500 1 23 039 630 450 180 n= ❑ 014 Rvlled = 15 • 30 1800 1 05 034 538 540 99 5= 00350 35 2100 4.91 29 642 630 12 ' 40 2400 081 ❑ 2B 648 720 -72 d= ❑ 1130 ft Flow Width 5 7 ft 45 2700 074 024 663 81[1 -347 ' 50 3000 69 0 22 684 900 -248 55 3300 4 65 021 707 990 -283 p R Q Tc Tc total I Qc 60 3600 0 61 2Q 728 1080 -352 034 006 1.04 1 33 5 00 318 1 02 65 3900 058 019 749 1170 -421 a~ 70 4200 056 018 777 1250 -453 Naie Vary d to make C! match Qc 75 4500 0 55 018 817 1350 -533 80 4800 17.55 018 851 1440 -579 ~ Qpeak far Case 1 1 02 cfs 85 5100 053 017 890 5 530 -540 ~ 90 5400 050 016 876 1620 -744 CASE 2 F 95 5740 045 014 839 1710 -871 1{]0 6000 0.49 016 958 1800 -842 Case 2 assumes aTirnve of Concentrahan less than 5 minutes scy that the pBak flow =90(Tc=S min. intensitY)[ImP Area) _ 87 cfs "208" TREA7MENT REqUIREMENTS Minimum °2(]8" VaEume Required 393 cu ft Prvvidad Treafinent Volume 0 eu ft So, the Reak flow far the Basin is the greater af the two flows, ORYWELL REQUIREMENTS - 10 YEAR [7E51GN STQRM 1.02 cfs INaximum Starage Required by 6owstnng 324 cu ft •m x~'~ P r av3 d e d 5 t o r a g e V a l u m e 0 c u ft iVumber and Type of Dryvvells Reqwead 7 5ingle 0 Rouhle A, ~ y;i~+r PEAK FLOW CALCULATION PROJECT: Royal Vista BOWSTRING METHOO PROJECT• Royal Vista Spokane County 10-Year Design Storm xDETENTION BASIN DESIGN BASIN. Pre-developed 3 DESIGNER SAR BASIN Pre-developed 3 .~~DATE' 11-Nov-02 • Tot Area 10,067 SF 0 23 Acres Imp Area 6,634 SF TimeIncrement(min) 5 .,C= 0.66 Time of Conc (min) 5 00 Outflow (cfs) 0 3 Oesign Year Flow 10 CASE 1 Area (acres) 0.23 --'-=-0 ~ Impervious Area (sq ft) 6634 30 ft Overland Flow Y'C Factor 066 Area ' C 0.153 Ct = 0.15 Addibona! Project Asphaltic Area 1, 07 L = 30 ft, n= 0014 4 Time Time Inc Intens. Q Devel. Vol.ln Vol Out Storage S = 0.0133 (min) (sec) (in/hr) (cfs)= (cu ft) ~ (cu ft) ~(cu ft) 5 00 300 3 18 ~ 0.49 195 90 105 Tc = 0.33 min, by Equatron 3-2 of Guidelines 5 300 318 0.49 195 90 105 60 ft. Gutter flow 10 600 2.24 0 34 240 180 60 ~ 15 900 1 76 0.27 269 270 -1 Z1 = 50.0 For Z2 20 1200 1 45 0.22 289 360 -71 Z2 = 1.0 Type B= 10 25 1500 1 23 0.19 301 450 -149 n= 0 014 Rolled = 3.5 30 1800 1.05 016 305 540 -235 S= 00050 35 2100 0.91 0.14 307 830 -323 40 2400 0.81 012 310 720 -410 d= 0.1260 ft. Fiow Width 6.3 ft ~ 45 2700 0 74 0 11 316 810 -494 50 3000 0.69 011 327 900 -573 55 3300 0.65 0.10 337 990 -653 A R Q TC TC total I Qc `d 60 3600 0.61 0 09 347 1080 -733 0 40 0 06 0 48 0.84 5.~ 318 ~ 0.49 6S 3900 0.58 0 09 358 1170 -812 =y ' 70 4200 0.56 0.09 371 1260 -889 Note Vary d to make Q match Qc 75 4500 0 55 008 390 1350 -860 ~ u 80 4800 0 55 0.08 411 1440 -1029 Qpeak for Case 1= 0.49 cfs 85 5100 0.53 0.08 425 1530 -1105 90 5400 0 50 0 08 418 1620 -1202 CASE 2- 95 5700 0.45 0 07 400 1710 -1310 100 6000 0 49 0 07 457 1800 _1343 Case 2 assumes a Tirne of Concentration less than 5 minutes so that the peak flow =.90(Tc=5 min, intensity)(Imp. Area) = 0.44 cfs y+~- „'"208" 7REATMENT REQUIREMENTS Minimum "208" Volume Required 45 cu ft Provided Treatrnent Volume 0 cu ft So, the Peak flow for the Basin is tha greater of the two flows, y~ DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM 0.48 cfs Maximum Storage Required by Bowstring • 105 cu ft _ Provided Storage Volume 0 cu ft Number and Type of prywells Required 1 Single • 0 Double - ~ - - , - i-- I I - PEAK FLOW CALCULATION PROJECT Royal Vista ;',BOWSTRING METHOD PROJECT Royal Vsta Spokane County 50-Year Design Storn DETENTION BASIN DESIGN BASIN Post-developed 1 DESIGNER• SAR BASIN• Post-developed 1 DATE. 11-Nov-02 Tot Area 17,570 SF 0.40 Acres Time Increment (min) 5 Imp. Area 3,000 SF Time of Conc (min) 6 56 C= 0.32 Outflow (cfs) 0 ' , , Design Year Flow 50 ~+Area (acres) 0 40 CASE 1 ' Impervious Area (sq ft) 3000 C' Factor 0 32 250 ft Overland Flow Area' C 0129 Pavement Area 0 Ct = 0.15 L= 250 ft Time Time Inc. Intens Q Devel. Vol.ln Vol Out Storage n= 0.400 (min) (sec) (m/hr) cfs _ cu ft _ cu ft (cu ft) S= 0.0340 ~6.56 393 4 06 0 52 276 0 276 r~Tc = 6.56 min., by Equation 3-2 of Guidelmes . 5 300 4 58 0 59 237 0 237 k 10 600 3.20 0 41 303 0 303 0 ft. Gutter flow ~15 900 2 45 0.32 326 0 326 x 20 1200 197 0.25 339 0 339 Z1 = 500 For 72 25 1500 1 67 022 352 0 352 Z2 = 10 Type B= 1 0 30 1800 1 45 0.19 361 0 361 n= 0 014 Rolled = 3.5 35 2100 1 30 0.17 374 0 374 S= 00190 40 2400 1.18 015 385 0 385 ~l~ •~"a ,45 2700 1.08 014 394 0 394 d= 0.1010 ft. Flow Width 51 ft. 50 3000 0 99 013 400 0 400 55 3300 0.92 012 407 0 407 ~ 60 3600 0 87 0 11 419 0 419 A R Q Tc Tc total I Qc 65 3900 0 82 0.11 426 0 426 0 26 0 05 0 52 0.00 6.56 4.06 0.52 70 4200 0 80 010 447 0 447 75 4500 0 77 010 460 0 460 Note: Vary d to make Q match Qc ~R` ~ 80 4800 0.75 010 477 0 477 A 85 5100 0J2 0.09 486 0 486 Qpeak for Case 1= 0.52 cfs 90 5400 0 71 0.09 506 0 506 95 5700 0.69 0.09 519 0 519 CASE 2 100 6000 0 67 0.09 530 0 530 Case 2 assumes a Time of Concentration less than 5 minutes so that the F, "208" TREATMENT REQUIREMENTS peak flow =.90(Tc=5 min intensdy)(Imp. Area) = 0.28 cfs Minimum "208" Volume Reqwred 0 cu ft Provided Treatment Volume 0 cu ft DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM So, the Peak flow for the Basin is the greater of the two flows, Maximum Storage Required by Bowstring 530 cu ft 0.52 cfs Provided Storage Volume 0 cu ft Number and Type of Drywells Required 0 Smgle 0 Double u.~ - I - i - - I - - ~ ~ I - - ~ I ~ ---5 - - I I- - I - I ~ - - PEAKFLOW +CALCLILA7'{ON PRCiJECT Royal Vista BOWSTRING METHO[7 PRQJECT Royal U[sta Spokane Caunty 50-Year Design StQrrn 0„J~ DETEhITION BASIN DESIGN BASIEI P4st-develaped 2 D€51GIVER 5AR BRSIN Post-cfevelvped2 ~~t DATE 11-NoV~2 Tot Area 23,382 5F 0 54 Acres Time Incrernent {min} a Imp Rrea 13,239 5F 'Time af Canc (min) 500 - ~ ~ ❑ 6a Outflow (cfs) 03 Qesign Year Flow 50 Area (acres) 0 54 CASE 1 Imperv[vus Area (sq ft) 13239 C Factor 060 40 ff averland Flow Area ' C 0320 Pavement Area 9,439 ,k • ~ Ct = 015 ~ 7ime Time Inc Intens 4 Devel. Val In Vv! Q~tt Slvrage n = 0.4~~ (min) (sec) bnRir) [cfs] {cu ft) tou R] [cu ft] , s= 00100 5 00 aaa 458 147 589 90 ags Tc = 315 min., hy EGuafian 3-2 vf Guideltrses 5 300 4 58 147 589 90 499 30 600 3 24 102 719 9 8Q 539 C=- ~n 15 900 2 45 078 786 270 516 233 ft Gutter flow 247 12OC] 1 97 063 821 360 481 Z1 = 500 For 72 25 1500 167 053 8 56 450 406 Z2 = 35 Type 8=1 0 30 1800 145 046 883 540 343 n= 0 014 Rvllesi = 3 5 35 2100 130 042 916 530 28E S= 00350 40 24[]0 1.18 0.38 945 72[] 225 45 2700 1 08 035 969 810 159 d= 01300 ft Flaw Width 6 5 R ^ ~ 50 3000 4 99 ❑,32 983 900 83 55 3300 092 ❑ 29 1002 590 12 Ga 3600 0 87 4 28 1031 1080 -45 A R Q 7c 7e total 1 Qc 65 3900 0 82 026 1050 1170 -1 20 045 006 1 45 1 21 500 4.58 9 47 70 4200 0 80 026 1902 3250 -158 75 4500 D T7 ❑ 25 1134 1350 -216 Nate, Vary d ta make Q match Qc 80 4800 ❑ 75 0 24 1177 1440 -263 85 5100 0 72 023 1199 1 530 -331 Qpeak far Case 9= 1 A7 cfs 9i] 5400 071 ❑ 23 1250 1620 -370 95 5700 069 0.22 1281 1710 -425 CASE 2 ~ 1DO 5D(]0 067 ❑ 21 1309 1804 -491 Case 2 assurraes aTime of Cvncentration kess fhan 5 mmutes so that the • §"20&" TRER7MENT REQUIREMENTS peak flaw =.90(Tc=5 min iniensity)(Imp Area) ~ 1 25 cfs Minimum "208" Vviume Required 393 cu ft PraVided Treatmant Volume 5 cu ft DRYINELL REQLJiREMENTS - 50 YEAR DE51GN STaFiM Maximum 5torage Required hy Bowstnng 539 eu ft 50, the Peak flvw for the Basin is khe greater e1f the twg flows, 1.47 cfs Prvvided Storage llalume ❑ cu ft Numher and Type vf Drywells Required 1 5ingle ~ * 0 ❑ouble - - - -i - - - - - - - , - , - - i ~ PERK FLC?VII CALCULATION PROJECT Raya! Vista BOWSTRiNG METFi❑0 PRC3JECT RvYa isfa 5pnkane County 50-Year Design 5tarm DETENTIQN BASIAf L7ESIGN BASfN, Post-developed 3 I?E51GiVER 5AR 6A51N Post-deVeloped 3 ❑ATE- 11 -Nov-02 Tot Area 10,057 SF '0 23 Acres ' Time Increment (min) 5 Imp Area 6,634 5F ~Time crF Conc (mm) 500 C= 066 C7utFlow {cfs} 03 pesign Year Flow 50 , r= + , Area (acres) 023 CASE 1 ~1 Imperviaus Rrea {sq ft} 6534 'C' Factor 066 rY 30 fE Overland Flow Area' C 0153 ,s x=" r Additional Praject Asphaltic Area 1,075 ~ ~t 0~ft TAme TEme Inc Intens. Q aevel Vvf In Val C]ut 5tarage n = 0014 (min) [sec] (mRhr) Ws) (cu tt) (cu ft) {cu ft) S= 00133 Y 500 300 4 58 0 70 281 90 191 ~ Tc = 0.33 mm , by Equation 3-2 vf Guidelme5 S 30[] 4 58 070 281 90 191 10 600 320 0 49 343 180 163 60 ff Gutter flow 15 900 245 037 375 270 105 20 1200 1 97 030 392 360 32 ZI = 500 For Z2 25 1500 1 67 026 409 45{] -41 Z2 = 10 Type 8=1 0 30 1 SDO 1 45 0 22 421 540 -119 n= 0.014 Roiled = 3 5 35 2100 1 30 020 437 630 -193 S= Q050 40 2400 1 18 [718 451 720 -269 45 27DO 9 08 017 4E2 84D -348 d= ❑ 1450 St Flaw Widih 7 3 ft tE 5(] 3(➢~ 0 99 Ct 15 459 9~ -~31 55 3300 0~ 014 478 990 a12 fiQ 3600 0 87 013 492 1080 -588 ~A R Q Yo Tc total I Qc R."~ 65 3900 0 82 013 502 1170 -668 0 54 007 070 4 77 500 458 070 70 4200 0 8a ❑ 12 526 1260 -734 75 4500 0 77 012 542 1350 -808 -878 562 1440 Note. Vary d to make Q matah f~e 8{l 4800 075 fJ1 85 5100 ❑ 72 01 l 572 9 530 -958 Opeak for Case 1= 0 70 cfs 90 540[] 0 71 O11 597 1620 -1023 95 57170 0 69 4.11 612 1710 •1098 100 6000 q 67 010 625 18flD -1175 CASE 2 Case 2 assumes aTime af Cvncentration less than 5 mmutes so that the "208"TREATMEhET REQIJlkEMENTS peak flow = 90(`Tc=5 min inYsnsRY)(Irnp Rrea) = ❑ 63 cis Miraimum "208" Volume Reqsaireci 45 cu fC ProVaded Treatment Valume 0 cuft ~ORYWELL REQUIREMEN75-50YEAR aE51GN STDRM Sa, ihe Peak flaw far the Basin is the greater of the twv flows, Maximum 5tarage Reqwred by Bawstnng 491 cu ft 0.70 cfs Providecf 5torage Valume 0 eu ft - Nurnber and Type vf Orywells Requ[red 1 5ingle ° 0 Daubie INLET CALCULATIONS 31170C:UMENDSfl1f14441I7ramagell7RA3d+1ACaF-12EPDRT doc ~ - I - - - - - - ~ - i-- Rayal Vista 5010444 Spokane County, Washingtan 1111 21(72 Engineer: SAFZ CC.JRB I]ROP CALCULATIONS in Sump Conditivns y, ='~R B`n~ 7 B'aSi n,+ - ~ w ~ G~' - - ~~Passv~ ~ . ~ ;C~i'r•_~ e~; ' - - ~ . li;iiet: } :,~!I:ax-'imurr`i ' D'ischarge:. . V . asi ~}'~~1'; . k c,ti,'-~~a E~ ~ y ~_r a 5 `'S ` _ ~ . r• , ~ ~ _ J;' • Y c 1 ' S =x'r ~ _ h'-. m -•v' .'y' . ~~.5 _.By-~'ass* uLengt~i-~~~ F'-1'ow~I~epth `Capaczt}i F~l' lar~ Tiilet~:T~ype y::w _ . ~ . k. .di"'_` C ~~Sf 3 " d ?x 1r ~ . - ' - r i~ ~ . . , i •F;r.x~~ ~ • '~~'?i~:`.~`.Y,'s s t ~ ~r"y. . ~ ~ ~ / • ' e i^',~ ~ `,rcu"°'~ ~'~~at1fl17~a~s'~=:~s~~.,,', _.1-_WL_ . . ,r-Q'I~.>, :~t. -l. . _ , . ~ Vista Rvad TYFE 1 1 Sta. 12+14 CL]RB 0.70 4.70 4.00 fl. t 5 0.72 400 - - - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NQTE: TYFE 1 GUR.S INI..ET "TYPE 2 CLJRE IlYLET {N0t Used} Qa = 3.087 * L* H^ 1.5 Curb Inlet Uepressian = 2 in. Curb Inlet Depressian = 2 in. VVhere L= Length af Curb Drvp, H= Flow I3epth Ma;Kimum Inlet HeighC = 4 in. Curb Inlet Length = 4 ft. . Maacitnuan Inlet Height = 4 in. By-Pass tlaws from upstream inlets on cantinuous grades. Maximum F1vw Depth is based on Inlet height Calculated per Section 4-1 of the Spokane Caunty Guidelines for 5tormvvater Nlanagement AS3u~~ ~ ~i,~',PDP? ~~4~a ~P7 ' ~ ~ ~ ~l ~ ~ ' ► ~ 0 ~ In9ets oYy ~vt WeS a BASIN MAFS 31L7L7CUivIEN71501 04440ramagelDRAIN AGE-Rti.POItT.doc ~ / SE Y C7 TC. A N E C C] U' N'T Y° R I71WI5IOhI oF TFIE Pi]BLIC WOAKS DEP,qATMENT DIVISIQN QF PLANNIIVG RECEIY ED FEB 2 5 2003 SROKANE COUM ENGIN€ER MEMQRANL)UM T(): Dave Berto, L S. FP2UNI: James Richardson, Associate Planner DATE: Febnuary 25, 2003 kE: Another Prapased Final Plat- R❑yal Vista; FE-I905-02 Please review the attached firial plat for R.oyaL Vista a,nd specify any f nal cvrrections before I request the mylars. If you have any questivns you may contact me at ext. 7168, ar stop by in perspn. Attachinents: plat MAiL5Tf]P PWK-1 ■ II116 W. BBOADWAY AVENUE • SPCIKANE, WASHiT1GTON99260-0220 PHONE: (509) 477-7200 • FAX: (509) 477-2243 + TI3D: (509) 477-7133 - . - rr S P((~ ~ A ~+1' :E C t~ U N T Y A L71V1sIOt11 GF Tf-E PUBLIC WORISS I]EPARTNIENT D14'LSION QF PLA1VNAdG MEMOIE.CY NDLJM TO: 5 okane Gaunty Assessvr's C?ffice; tlndrea 5andvik FROM: JOdy FIlShep Fvr Robert Grumbach! A55t7CIat@ PIaI1tleI' DATE: October 18, 2442 SUB]ECT: PrQposed Final Plat I'S-1905-02, Royal Vista. Attached is a copy af the Plat Certificate far the above-referenced proposed final Vave at. ~teview and foz-vvard atYy comm~:nts you may have by 1V'averr~ber 1, 2Q02. If you any questians you may call 477-7207. . Thaaxk yvu. Attachrrient: Plat Certificate ' MnIL SroP PtNK-1 • 1116 W. BAC]ADwaY AVElvL1E • SPOKAhiE, WASHihiGTC]tv 99250-0220 PHOPdE. (5C?9) 477-7200 9 FAx: (509) 477-2243 9 TDD: (SO'J) 477-7133 RECEIVED CLC A55OCIATES A'o13 [AO~ 19 11 November 12, 2002 sPOMNECOUMYENGINEER CLC Job No. S010444 Spokane County Engineer's Office North 811 ]efferson Spokane, Washington 99260 Attn: Mr. David Berto RE: ROYAL VISTA PE-1905-02 Dear Mr. Berto: Enclosed please find two copies of the revised final plat referenced above. I have revised the plat per your comments and have received an updated plat certificate, a copy of which is included. If you have any questions, please do not hesitate to call. Thank you. Sincerely, CLC ASSOCIATES ~ AECEIVED SP0ICANE COUNTY Mike Hathaway, L.S.I.T. NOV M 2002 MH/dan Enc. DMSION OF p LANNING 3:\DOCUMENi\5010444\wrvey\SUBMENG2 da 707 WEST 7TH AVENUE • SUITE 200 • SPOKANE • WA 99204 • P 509 458 6840 • F 509 458 6B44 DENVER • SPOKANE • SALT LAKE CITY ` ! ( E f } S Y C3 K A N JE ~ C] u r-4 T Y fl, I]1vL51ON DF TE-tE Pt_T8LIC WfJ'idKS DEPARTNNIENNT I7IVI51C7N L?F PLAiViVII+lG ~ ~ ~ MEMaRANDUM TO: Engelhard, clo Sandy Kimba11 Diuision of Eragineering and Rvads, L7evelopment Services, ]ahn Hohman Aivision of Utilities, Infvrnativn Sepvices, 7irn Red Division of TJtilities, Stvrmvvater Utility, Brenda Sims Spokane Regional Hea9th L}°tstrict, Steve Hvlderby Spokarie Caunty Auditar, Recvrding - Torn Perk'rns Spokane County Fire District Na. #1 Spakane CvIlZnty Water T3istrict #3 WA State T]epartment QfTransportatinn, ~'rreg Figg FiR[]M: Rabert Grumbach, Ass4ciate Planner IIATE: C3ctaber 18, 2002 S[TBJrECT: PrQpvsed Final P1at of Rvya1 Vista, PE-1965-02 Parcel Na. 45182.0709 Attached are copies of the above referenced final plat. Flease review and fvrwa.rd any comments to me by Navember 1, 24102. If you have any questions you may cnntact me at 477-7204. Attachixnent: Final Plat cc: MA]L$T4P PWFC-1 • 1136 W BROAl7WAY AVENi3E • SPCIKANE, WASHINCTON 99260-0220 FHONE. {5D9} 477-9200 • FAX. (509) 477-7343 + TI]]]. {5ff9} 479-7133 11/11/02 15:26 FAX 509 926 1519 TR.ANSNATION TITLE 0002 TRANSNATION TITLE ZNSURAVCE COMPANY RECEIV'Eb w. ios 3RD NOV 13 2002 S POKANE , WASHINGTON 99201 BPOKANE COUNTY ENGINEER Prepared for: Order No.: ME-253986 DIAMOND ROCK CONST. Charge: $175.00 ATTN: DENNZS CRAPO Tax: $12.18 Z5321 E. MISSION VERADALE, WA 99037 cc: CLC Associates/Hathaway S E C O N D P L A T C E R T I F I C A T E Certificate for filing Plat of: ROYAL VISTA/CLC JOB #5010445 . In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records ot Spokane County Auditor's and Clerk's office9, and the recoxds 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 tne title tc the following described land, in said Spokane County, to-wir.: That portion ot the Northwest quarter of Section 18, Township 25 North, Range 44 East, W.M., described as follows: Lot o^, in Block 1 of DORN'S ADDITION, as per plat thereof recorded in Book 3 of Plats, Page 50; EXCEPTZNG THEREFROM that portion described as follows: COMMENCING at the Southeast corner of said Lot o; thence South 88059'30" Wast along the South line of said Lot 8 a distance of 110 feet to the True Point of Beginning; thence North 01000130" East a distance of 7.00 feet to a point; thence South 8805913011 West a distance of 14.00 feet to a point; thence South 01000'30" west a distance of 7.00 feet to a point on the South line of said Lot 8; thence North 88059'30" East a distance of 14.00 feet to the True Point of Beginning; Situate in the County of D / State of Waslzington. . VESTED/~~~ . ~DTAMOND ROCK CONSTI2UCTIOa Washington Corporation. Page 1.of 3 11/11/02 MON 15:23 [TC/RC NO 84511 Order IVo. ME-253986 EXCEPTIONS: x. Taxes and assessments, if any, na search having been made tYsereof, as to ParCe1 No. 45182.0709. Parcel Nos. are pravided fram the latest Assessar's Maps availab3e ta the Campany. Said parcel numbers are nat a matter of the public record therefor, the Company makes no assurance as to validity or accuracy relating tnereta. 2. Reservations cantained in Warranty Deed recorded July 29. 1944 under Reeording No. 527551A, as fo1lr,ws : The district reserues all existing rights of way and easements over and acrass said premises, and also the right at any and all times tn go upvn said premises, or any part thereaf, for the purpose af canstructing, operating and maintaining canals, ditches, flumes or the ogeration of its irrigatidn system. 3. FASEA'IEI~T AND THE TERMS AND CC3NDF TF (JNS 'I`HEREQF : GRANTEE: The Washzngtan Water Pnwer Campany, a corpozatzrn A[3F2POSE: Electrical distribution Iine and assaciated fixtures; with right to inspect line and ro rernove arush and trees AREA AFFECTED: This and c3ther prpperty RECORL]ED : Decernber 27, 1940 RECGRDING NO.: 472533A 4. ALZa CDVENANTS, CONDITTC3NS, RESTPcIC"TIflNS, REaEFLVATIC7NS, EASEMENTS OR C3THER SERVTT[IL]E5, IF ANY, DISCLC]SEI3 $Y THE RECORDED DOCUMEN'F5 C)F THE PLAT {?F DcJRN' S SUBDFVISION, IN VQLllME 3OF PLATS, ;PP,GE 5[7. RIGHTS aR gENEF'FTS, IF ANY, WHICH MAY BE F7I5CL4]5En BY THE REC4JRDELD ❑i7Ci]NIENT ( S) A$C7'L1E AFFECTING LAND i7llTS II?E THE BC3UNLDARY DESCRIHED IN SCHEDllLE A. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREC]F : GRANTEE. American Telegraph and Telephone Company PURPDSE: Construct and maintain a telephvne and telegraph line; Keep clear brush and trees AREA AFFEGTED: This and ather praperty RECC)FtDING NO.: 141729A 5. BASEMENT AND MAINTENANCE AGRLEMENT AND THE TERMS' AND CQNQI TIONS THEREQF° : RECORLIED: September 26, 2002 RECORDING N(]. : 47779$9 REGARI3YATG : Private sewer 1 ine Page 2 of 3 Ordex No. ME-253986 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: James Fitzgerald, his heirs, successors and assigns PURPOSE: Lay pipes upon said land AREA AFFECTED: This ana other property RECaRDED: Jariuary 7, 1933 RECORDING N0.: 131594A Erra OF gxcEPTIoNs sc DATE17 AS DF ❑ctober 31, 2002 at 8:00 a. m. TRANSNATIi]N TITLE INSLTRANCE CaMPANY BY For service on this arder call: (509) 322-2222 (FAY) 92G-1519 Michelle Erwin, Title C3fficer sc page 3 of 3 FO ~H3Ji 1~[1L_❑F SEC71C1M iS~ifrP_ 251~1 R~,9,9~,~~- _ ~F 7ftAN 5NAT4DN 71TLE INSURAN CE CDMPANY a . , , ' ~ r,' - e • , _ . ~ ~ 4g 7his s'keieh is pravided, wiEhout eharge, for your 300 20C infofmation lt is net 9nteidedto shaw aH maffers ~ I rr'ztcd fo Shc praperlf ir~Cluding 6ut r~t IEmited tQ, v_'-,a, pl;r:rs:Jrrl s ec:C 'd°.ri5 BnCrc enf5,af r v . r ~ :0cv` Of boe ;v~r es ~+s rc' parl Q,ivr does i3 mcd01ihe cc,;:ri i l ,I pf palrcy to uhieh if is attached The comnany pss:tmes NO LIABILITY fvr I r any rnatter relaSBd iv lh~ sf.etch, Rete~yr~ce shfluid I he made to an accurate~urvey inr furollr Informaltan. ~ ~ { e m ~ ~ i , I I ~ ~ i vs I I , ~ . x o' 20( I_~---------___-_-__ [ sl5lur( a wATC97 iAaW p ~ MON - - - ~ s easa +r 6600- AVEIYIJC ` ~ a r r~ ~:~a_ a~_ ~r~s+~~e.+'!iF +180•Q •lF~.~ ~rtr ~ :'r r ~ +t in I i ao o' aao so.a 1140 . ~ a i ~ .o' zav' 20.0 I~ I~ ~ m ~ a~ - o I r T t7 - ~ ~ a ~ ~ ~ m no o aao ao.a _ 134 o ~a a a iss o' ~ ~ Q ef3 v' 0 Ei w 11 ~ f~ ,ss e z n ~ ~ ~sa aav.v' ~ !~n io' EF ~ao_~w ❑ • n1CM 8D ° S 9 I /2 C b63 65' j . - • I I I 4659949 ' Pagr• t of 3 - i1 i34J20p1 1015U Filei for TtECard at Request of eirtttr WInn e a r4n m r.s,,.. r, a RCJBERT S. REIrANEY E. 3132 Eighteenth Avenue Spokane, WA 94223 (509) 5344347 Escrow Nv.30-8126 sP~CIAL wARRANTr nEED 7"he GAANTDR, U.S. BAN1C NIITIQN,P►L fLS3OCIATI❑N, FIKfAI FIfiST BAN1C NATIC7I+dAL ASSOCIATION,'1`R C]IA dTD 6-1-98 [EQCC HdME EQI]ITY LDA.N TFtLlST 1998-2), fvr and in consideration o£$14.0[f and other gaod and valuable cvnsideration xn hand gaid gmts, hargains, and conveys fo UTAM(}NDRC}CK CDNSTRL'fCF1CIN, INC., a Washingtvn Corpora[ivn, thc follorving dcscnbed real estate si#uated in the County of Spokane, State o€VNastuBgton: See Exlubit "f1" - rTN Lor a, sLOeK i, ovRN's Aon "I`he Graricoe far itselFand fvr iFs successars in irrterest daes by [hsse presents expressly limit the covenants of the deed ta those herein eapressed, and excludes a1I covemnts ansing or Qa anse by statutvey+ [tr ather imptication, and dwe,s hereby covenant that agaiast all peasons whomsoe►+er lawfully elaiming vr tn claim by+, thrvugh vaunder satd Grantot and not vtherwase, and will fvreuer warrant and defensl the said descr;bel reaI estate. PARCEL N0: 45182.0709 SubaeeY to. See Etchihit I]ATBQ: NC3VEMBER 13, 2Q0I. ~ U.S. ATIONAI. S5UC1AT10N pr o c; Anun,ry us Fact _ STa~rE oF } ncricb ss. Cou nty of 3pxbm[ } Wal K I cettify RhaF T knvw pr have satisfaetory evidcuc.e that Eaald J. (&m w sogned this instrument, and 9n vath staied t}at is authoaited to ezccute the v instrtament and acknowledgei it as Ihe YLaa Predd3v- of N B4ACi+f±lt apxatiCI'L of AYEY2[$ AMMTW Il7 Fc]Gt A ~ to be the £rec and ►+oluntary act for the uses and purpuses mentirsned in ihc instruinent. - N ~ DATED: [YwslfSw 16, 20CU. 5iguahue of Notary Public ' Commissian Exgir€s: :is 5tate of Flarida "a ' !V F SRUN6ERS ~ ti;cmmis~= # CC746538 :s Explras B 1 PS 12f102 A n) v 0 Y ~ ~ -1 Sf . ' ' 4659949 8a ~ 3 af 3 ' i1~90f~01 10:51A Q1f [Rf W TTTi F In ZifY fY! wFa" rr n F7Ch1b1t B 1. $asement and Cvnditivns cmnta#.ned thcrein as granted or resesved frr fnetrumsnt, Aeeosdcd : Srsae 15, 1933 keaasrding Na. : 19I729A Ia fivar of ~ :americasn Telephvae and Telegrapb Conepany Far :14atnta3as iinea vf telephane and Gelegraph AL°fecta c Thia and ather propexty 2. Easemeut and CondiCians contained thereAn as granted 6r reaerved in instnsmeuL; Recordgd : December 27, 1940 Recording Kv. : 472533A In favor o£ : Tha Nash£ngton water Pomer Campany For : 6lsctrical dfxrtributaon line Affects : T'has and ather property _ 3. Essement snd Conditians contained thersin as granCcd ox reserVed in iastrument; Reearded :Ju3y 22, 1944 Reeording Np, 627561A Ia fawqr gf : 81doa ,7vnes arsd plive M. Jranea, husband and wrfe For : canetructing, Qperating and maintalning canals, ditches, flumee or gipe lines Affects :3`hie and other property 4. Eaeement and Cvnditxona contained therein as graneed or reserved zn ' inetrument; ~ &ecorded : Janval'y 7, 1933 $ecordirsg Ha. : 131690A in favflr of :James Fftagerald, hia heirs, succeasora and aasigue Far : The rfght tv lay gipes upon the land Affects : Thie and other praperty 5. Restrictiane, easemersta and dedicatiana contained vn the facs ai the plat. i . . 4771989 Page• 1 af 3 tvnrauG M n~av rTri r m rbc tat ~t ~~4~L ~ :5fA Filed for RCcard at the Reqnest of DIAMQND ROCK CGNSTRUCTIpIV,1`NC. 15321 E. MISSIDN VERADA.LE,WA 99037 r~ EASEMEN'I', iVIAINTEIwANCE ANT1 HQLD HARMLESS AGREEPVIENT 1 his cvvenant far a utility easertaent, including a private sewer line, maintenance, and far a hold harmless to Spokane County, P,iven Septeinber 24, 2002 by Diamand Rvck Constructian, Ianc. a VVashingtvn Cvrpvration, the legat owners of property in Spnkane County, Washington legally described as: ' A'bbrev;ated Legal: Ptn. Lot BIock 1, Flom's Add (fu11 YegaT on page 3) Fareei No. 45182.0709 NQw therefore the parties to this agreetnent for and in cansideration of MLiTL1AL BENEFIT agree and coVenant atnong thennseives as forlmvvs: 1. F3iamond Rock Carstruciitan, Ir►c., a V4'ashua,gtan Cvrporation, as owner of the abave dcscribed prvpcrty in Spokane Cauniy, does herehy grant an easement to I]iarnond Rvck Construction, Tne., rt's successors and Qr assigns, a perpetual= nanexc[usive easement ta construct, maintain, and operate aprivate sewer line, and any oiher utilities, over, under, through and across the eaNSterly 10 feet of said property. 2. IVlaintenance and use of Sewer Line(s). The parties hereta agree and acknawledge that each party shall be responsible fas ihe maintenance and repair of hisfher ind'avidual sewer line on the above property except for any repairs that might be TfeCe55At]/ dLiB tO t1e 17EgI]gEItCe 4PB1tF1eI party C31` Ii5 SliCGC55CIT5 f}C 35S1gD5, in which case said repairs shall be the responsibiIity of the negligent party, their successars or assigins. 3. Cvvenarnt to Run witki the Land. The above described easement shall constitute a r,ovenant running tiaith the larad and shall bind the parties, their heirs, successars and assigns. 4. HQld Haranless Re: Spcskane Counry. The parties agree and acknowledge t.hat the sewer line(s) to be used by said partie5 'ss/are private sewer line(s) and nat cawned by, or tn be mainiained by the County of Spakane. Bcsih par[ies and their successars andloa 4777989 • Pae. 2 af3 M~NIM 0B:51A cOnmsXrntum rtti ; nn Fec Ot m W~arw ch Wi assigns agree to hvld the County of 5pokane harmiess from the use and rnaintenance of the sewer line(s) subject to t3jis ag,reement. September 24, 2002 oIAMorra ROcK cOxsTRUcTTON, nve. -~~tir.trt;t o ~ p ♦~1\RS]l~~ TJ DeriI715 A. Cr"'dpo, P1'e51deAi ~ R``~^ ~ ■ ~ a~~ : / P~ ~/yJJQ \ - ~ S1 Al E OF YY ASC1LNV 1 OlY 3 55 • . C0UNTY OF SPOKANE Before me, the undersigned, a Notary Pubtic within and for said cvunty and state, duly commissioned and qualified, personally appeared Dertnis A. Crapo, who, upvn aath, acknowledged himlherselF to be the President of Diamand Rock Constructiori, Tnc. t,he Corporation that executed the feregoing document a.nd that he is authorized tc+ execute the fvregoing irstnunent for the purpose therein ctantained by signing the name of the corporation by himself. WITNESS my hand and I+dotary Sea1 at office this ~-r- day of September, 2002. N&T,ARY PUBLIC in agd fnr the State of Washington, residing at Sgokane . My camrnission expires: e/,, / y . / • • 4777989 • ' Pav: 3af3 - '~~2612002 48:51Jl nndwaur mmMntv rrrt r rn [ap QK+ rA C-k," r^ ~ Lot 8, Block 1, Dom's Addition, as per plat recorded in VDlume 3 of Ptats, Fage 50; EXCEP"['r,NG 1`HHEREFRaM that porta4n described as follows: commencing at the svuttaeast carner of said 1Qt S; thence south $8 59'30° west along the south IFne of said lvt dislance of i 10 feet to the true point ofbeginning, thence north 1 00'30" east a distance of 7.00 #'eet to apoint; thence south $8 59'30" west a distance of 14.00 feet to apoint; thence sauth l 00'3Q" west a distance of 7.00 feet to apoint on the south line of said ZQt - thenee narth 88 59'34" east a distancs of 14.00 feet ta the true poynt of beg2nning; Situate in lhe Cnunty of Spokane, State of Washiragton. C'IMYQDCU- 11WPDpGS'1kIBF'PR6PERTYIEAS£CRAp WPp • s' . . ~ 4659949 . paa; 2af3 . 11~3~1M 10;51A airrnr Uf 1TTI F in ttn m lb--F~,. r^ 0 EaMbit A IAT 8. 8I,r3C& 1. DORH' S LDDITIOH, AS ASR PI.&T kHCOitDRD IN VOLII!!E 3 U8 PLA79, FA@s 50; 87CC8PTIN[i TERR.BPkU3t 9"BKT PORTIp.N X758CRrB]KD AS ppLJAWB a C0MMCING AT THS &OIITMHA.9T GORNSR OF 9AII] LOT 87 TMWCIS 8piM 86°59'30• 1vS83 71I,tsHS 'CHE BCtTTH LTbTE O! $7►ID LO? 8, A 9ISTANp6 8r 1I0 F88T TI7 TECE TRIIS BOTIiT 07 SSg2HliIN121 TEMiCB lli7RTIi 1°00-3Q• SAST A oxST]►t7CZ OF 7.00 P8NT 'ir6 s BpIATr 'a`sMNCs SoUTH 88°59130' tTE3T A DIBRAHC,B O= 14.Oi1 PZS"P T4 A €oxWy T~ICE 5D0'l3S 3°00'30• 3d8STi 3► Di8T71HG8 UY 7,00 88ET Ti0 11 FUIN'P f/2i 1'HX 804M LIHg 01 SAYD I,CYP 81 THENC'R NDRTPI 09°5913G' SAST lY DY51'aNCE OF 14.09 FSST T'O 1`HR TRCJ~ P07xTt QF &$EdIHNTF7Qr $STQATS IH 1'8$ COIItiTY OF 68(iAAZFS. 8't]►T8 DY RaB132tMT0N. Aascsl No.R 55153.0709 - - - - - _ _ _ _ - _ _ _ _ nnS1ezug"n,nesia2ng ai aev samiesoa t5xitaang - • :F.W.Mauser Notary Puri3ic , ti#tg of Spokane,'ffashington ' ' • • •Staice 'oP Ylssisinetaan . • CommIssion XSrpires Nov,11,1933 ; r ~ 131E90A EasemenG , . F1le(I Ja?i.7,1933 GFt.AHT C3F EASClaSEA7r • ~ 11:46 ' A.M. , Fssq. rn.g.ttua:,:l.ey The grantor Mar•g,sael A,Buekely is the owner af a certafn rTank j.e,laver,dud. tract, pieee ar gareel af ].and deserlbefl as the N,J oY 3.8.1 S.Froistpd, ueg. vT N.Ff.J except S.Yl.1 thare4Y lu Seatiom 18, Tavrnsh3p 25 N. Hcd.by ts.Edsoa,uep• Aenge 4-4 E.W.M. 3n-Spolosns County. Wrasbtngtan. THE GRMSS, damss Fitxgerald, fs the owuer oP the S.W.1 ~C]SrRFAf~~~3 af I~.~} ar 5.Z.~ of N.W.J 3eetian 1$ Tossnahip a9 N.F{angs 44 W£LLSb kU~~ E.W.M. irc Spokane Countp,i9ashingtoa, ad joinYng the 7.anfl raf' i~ tYte grarstcm $hove ditsSfrS4hed, _ The grantor Margeret A.9uckleg, fcsr a,n@ in considesatian of the sum ai Dns end 00 lOp Dflllars ' azid vther vnlunbie coasidsratioa does harebY,gaant,copvsg an@ quiL clalm tn damea ~itzgermmld, his h$YSS,succesaQrs end asslgns t❑ run w1tA Lhe C1t10 ka said desePlbed land,the paapetual rlght and easemsnt ta gd upoA the 3and vP tha grantos arcl take from tkze ve11 upon the said descrabed lenfl oP the grantcrr rratar S`rvm said weZI fer @omestic purpoaes ugen the land of the grantee, said right t❑ includa Lhe z-1ght ta lqy pipea upvn the 1and oP the grsaitpr t❑ tha . land fff thO gran'tee fram said we7.x $o cvnvey ox earxg said wster. The sre11 rePexxed ta iu th3a . easeaent ls tYoe we7.1 uovr existing upva the ].and of grantor, ' Llated thls 9th slay aP JanuarP,1933. Pdargaret A.Fkickelp 5tate oP 9fashington ) , . as. County of Spvkana ] I, "tLe unders Sgned , a NQtsry Ftabl9c in and f or tha above named CcntRtyr anrl Stat e,do heraby csxtlfq thnt on th1s 7th day at' Jauuarq,f933,pgraoraZlp apge$red before me Marg,sret - A.Buekely, a spinster, to ma knaAn to be the in+i3vidusl descrfbed iu and whv eaeCUted the withln inst°e~ament, and seknowladged thet sh$ signed aad sea7.ed the same as her frse etui volnutary ect tend @eed fcrr the uses and pusposes thsrei,a mentloned. GIVEN under inq hand an4 offlefftz seal this 7th dey oP 7anuary 1933, - - ° ` - - - - - - - - - - - Charles T Goodsel3 3+Totary Publi4 in :Chaxles T.Cqvdsell Notary Pub1Sc . and fQx- the State af IYash2ngtvn,x7s_ ;State aP S4ashington . siding at 5pokane. :Commisslon $apSres Dac.21'I935 : °_°----°-----------°-----C[__- _ - ,13}.6626 v Fi1ed Jan.7,1933 WaFtA6nsR^t DEM- Tha Gxtantors Wi].7.9.ci,rm Y4.A1].en and Fiar9nce A1Iea, 11-32 A.M. hts wfPv' QS SpokBne,County oY 8 e,State rff Weshlngtcm foF ` krank S,Glvner, u, and in aansideraLioa of Fort eva8 mundred f]ollars, in hsad gaid • E.~oieted, t7ep. can+rep nad asrrsnt ta C yn M.Piekall nnd FAS.Pickall,her bus- Red,bp rt.$dsorsjIIep, hand the follaming d slbed real estste,situated in ths County of Spokene 9tate S7ashingtva: • Cg:)MF'ARE Lot Tan O) in B1ock Thirtean (73) af Resurveq aT Auflu- WEllS & MURPNY hon Park gd ian ta $pnkana Fcs11s (now Spakane ) Spokuno County, sshipgto . 3uhjeet Co Oue mortgage 1n favor af The Wsste-rA ❑nion LiPe Ij1 urance Co. DAT~D thks 8th dsy of •Apr 24. 44fl1iaai W,Allen (sesl ) . STATE OF W6SHkMTON, Ccauntp aP 5po ne ss. r1oreuce A11ea (3es1) . I, Ehe undersi.gaed, a atary Zfo in a~ for tY~e aBave camESd Crniuty and State,do . }aereby eeTtifp that on thls Bt day o~ Ap 1,1924,parsonally apgaarvd befc¢~e me Flr~ence Allen, wife Qg F~iliiam.l7.Allen, ~Q m own ta he a Ind9.viduak described ln and wha exeouted the r~3th3n lnsta-ument,and ae]mc~~vledged hat she sSg~zed aind esalz.['~ t3se same as her free e,nd voluuCary aet aaxd , dead,~'~ the uses asut pur sea hereln menLS ed. GIVEPI under my nd And oPYicaal s el the flay a ad yaaz lnst nriove written. DI].R.Glasgovr Naterp ~.ic,8tste df~Wash1-- -n.. .R.Glasgas+ ~otery P+ib18c 4`mr Stat~ oP ' . Cammissian 'SxpSres .30,19P8 , lfashingtras,Residing at SpukBne. SPATE C7E''ZIEIKR9STfA - - - - ° - ° - - - - - - - - - - ~ COll31t.y 6f DU11g16s, S@- I, tke un ersigned, a Hotarg Publi ia end t'or the above nsmed county snd state, d❑ ` herehy aes'tlfy that on tHis 14th clay ot gpx ,1924,pessQmlly epgeQred bafcre me Wililaul W. A].lga,hushand aP Fl encs p1lea, to ma kn tv be the fn[livldual descz'ibed in es3d vtho executed , the witbin instruine t,end scknvaiedged G t he 63gnefl and s~lad the sema es his fx'ea axul v~ . ~.untary act end dee for the uses aritl pu vses thsrein meatiarsafl. , GZPBN unde cqy hand ard offSc 1 seal the day anfl genr last abov9 wr3tten.. Net.fe Florea Notary Puhlic in atid for a _ _ _ _ - - - - - - the Stflte af Habraska,reaiding at Ctmaha. . :NaT.$S.B Fl6,IeC3 NotBTi8l a$@d17. :T70i1g~.9:3 ~eD12'[1',Zda~1Z'$$kA • . :G'v[mAZ6SiOlI g..TjJ1z'e6 OC'L.11,1424 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ z-Mr.,.~'" is-,' c " f'~ ti x;S:¢-::.~' 4 s,~•~s; i'- s- • f ~u.. Yi,a Jv= , - _ _ f, . - Y= ~ :'r~,. g:` ~;tr.,`x4"a f~ ~•.ri•_~ fi~~: m~.'~~'`'~y~~ -5~ _ ~-vi,. r ~~;'r-t-r ' ' i , 'y ~ +r rf ' ~ ~ °r~+~«~°'.$ ,N ~AF.: ~ " .'a~ , R~ e• • t' ~ 'r . . , ti . y.r-. .-.7~c• i ,;~-A~'i. FnA .a'i~E:r• ,e7 "l.'. , , e ~ti~ wi - e , 'r' aORN'S ADDITYON Restrictive cowenants referred c❑ in Policy No. of the Transamerica Title insurance Campany which are iiziposed by the dedicatian af the plar vf DORN'S SUBDIVISION, filed August 30, 1954 as pocument Na. 2527888 and recorded in Vvlume 3 af Plats, page 50, are as failows: A. All lats in this addktion shail be knovn and described as residential lvts. Nv structure shall be erected, alrered, placed or permitted to remaan upon any portion af this additian other than one detached single family dwelling and private garage and vther outbuildings which may be incidental ta the residential use of the said land. B. tdv nvxiQus or offensxve trade or activity shall be permitted to be carried an upvn any lot. Nor shall anything be done therevn wk-ixch may become an annvyance or nuisance to the neighbarhvod. C. These cavenants are tv run with tihe land and shall be bxnd- ing vn all parties and all persons cLaiming under thern until January 1979, and automatically extended far successive ten year periads thereafter, unless by vote ❑f a majQrzty af the then awners ❑f the iots it is agxeed to change the coVenants in whole or in part. D. If the garties heretv or any of thern „ vr their heirs, or assigns, shall vioLate or attempt to violate any of the cavenants herein, any ather persvn or persvns owning any reaL property sit- uated in this addition may prosecute any praceedings at Law or in eguity against the persons viQlating or attempting to vialaCe any such covenant tv resrrain or prevent him or them fram doing so, ta recvVer damages or ather dues for such vzalation or bQrh. E. 5hould anyvne or more of these cvvenants be invalidated by judgment or cQUrt, the otiher prQvisivns naC affected thereby sha11 neVer the Iess remain in full £orce and effect. `~~A~~;.:~:~.._.. ..rti _ ~ ....,......u. ~ ~ cazL u ucvu Z I rin ~Lv1• L:143 11:3e:3 aIiCi purpasaatharaTn mon. s QY r•~~;iti _ ' '4^ y. v ' ~ 't•.Olven t:nder ~.y hand anrl o~ ficial s ea1 this fith day of February 1933. _ _ _ _ - - - - - - ~ - - .r.G.o'r~eal riotsr~~ Pubaic In ~a gor~ ch. :S .ii.~ Iliee►T Hotary Publ le : 5tste c,i WgnhingC on ra s! ding at Spokane ~ :5t.ite of 'Esshlngton . . ~ .Co:=lssian Exaires ]Lar 2101533 - r - r - .n. e - - - - - - - ^ r - - - ~ ~417~9~ • Eass~~nC ~ G.E.~lelsh Diylsion Attorr~ey~by s." ?fIsd ;Jun°1S 1933 E.F.Krause Ass1t.Div.ACty c.3 • . 10:54"A L[ s $1~70.00 '~Req,. &-aericanl T.& Tel Co. Received of the Americsn TeTephvne and Tel +ag,rapb'Compsny . ?rar~k dwOlover, Aud. One hundred &noJ'].OD Da3xars,in cnnsideratlon of whlCh I'horeby S.Fraistad, Dep . grsnt and canr►ey unto said Company,its assacfatgd end eZlied aoca. ` Rcd.by Edson,1]epa panies,tholr z•espec; 1ve successars,easigns,3eesaaa !Lnd igetrLi, ~ Ga.srr~l~~~3 eL gerpeti.s,a3 right of way and easement to construct,xeeonsi1vat, p1~'z3.L5~~ aperate anc~ ~ne.intain lines of te7 e~ahonQ er~d telogr~,phiaonslotfng - r vf- pales, wires,cables,cvndults„guYn,anchars and other,fTXtur!■ and appurtenancAs as the grantiee may from tlmo ta;„timo`,Z'4quZrAj ~an ecivss,aver end/ar t:nder the property ~vniah I own or in wh~.eh I have ~n*~ interest,,ir~ the Sj4Kw SeC.18,vf T.25 N.Fl.44 sF`Wbi Cvunty of Spokane P-nd 5te:t-e'.,of Y➢'ashingtnn-- and upoA';aZon; i.ndf . or uader the raads,aLrcets ar higYhways adjoining the sa'Ld prvperty,vrith the right ta trim trom tIme t3 time any trees along seid lines sa, as tv keep the wire8 end sables c~aar+e+d titi, leait ~ thirty-six inehee end ~he right to permLt the uttachment of and/ar.,,carry in conduit rlros rend,= 'cablen or eny"athar cvmpany;. The grentar fo: himself,hls heirs,executars,ec3mlnistretvra nnd as• ~ alEt7s hereby covenants that na knfleiagbie structure will be erected or permitted an ssfd propert' i wlttttn 5{] feet of said Zines. Said suza befng : received ln full payment for the rl,ghts haraln r grented. - 5afd pale 11na bo be laG eted ninet~en feet soutl~ of the NQ~rth boundar~r c~~' aaid ~'~ot, ` , "ltneas .-y hanr~ ._e,nd seal tJ1a2 day of Senu~ary A.U.193;3 at Spokane~ Qn. ~ ~'itneas .I.G.D'I~ee►1 ' Margaret A.~3uck1e3~ ~~enl} < [ Land ~]wner) State a~' Washir~gton ~ Cvu,nty of Sao:~a~~ } ss. ~ - - - G~ tk~Is day perrsonally ep vre me ~:~,rgar e"~ ,A.Buc~t7 ey a Spinater ta ma kr~vwm ta bs ths~ lndivt~:u~.l dF~scrfbed in ~,nd cuted the within snd furegoing Lnatrument,ond iek■ nvxledged t*tat she siEied the same as ner free and valuntary act ancl deed,f'or Che e:aoa and g4r- ' posas tharein 'mentioned. , Givsn u,nder :ay hend and o£ffcLal seaI tn's 24th day of JEiriuary 7933. - :J.~r.D~~~eOI Nazar~ pu~li~ ~Ce~~e ai ~'ash~n~-~ . ~=.r~ ~Af ~1 ~rnte Pub1Jc ins and ~'ar the State oC ior~ Sx ~as::ing~on, res~~'lng a 5no,c~.nv. :tau. Cc!ae~ ~ ~ ~ • - - - ~ - - - - ~ ~ w ~ . _..~.:.w_.~...... ..___.s.___________ ' B~'Y~~Yx~ F•r~°~ +i~ ,~Y~'! s"~,~:EB:~' ~ u v . _ _ ~ y . _ _ 17A1tRAlI1'Y DERD , . . r ~e~~'~s~.=,e,~~~;~;..~~:s Tb3' Osrtatror 3 1a ne Vellay Irr3 e4iar Iiletit!ctr N0. 10 ■ Pnb1i0 pc 'L~~~ Z~kl_'22j' X943~`.V1ft'-, A.'10, Corpqrn t iarr caf tba Ceunt,y at Sk.at►e, St.te e! Waahtngtosa, tar 1~~~~t~~~tr~~r=~~E.,~~.~"~'~~°~`~'~~;° 'anQ irt aauelderetim of 7hrv Mund"d4 vd aLx#r fi~rr ■+rd aa,l'~i~ • ' ~'~'aoa A'yBRst~s~tii°.,1~:'?~;',~#~~"_`':' Do~r~rs, it~ t~snd p~,ld, 6cmre~rs +~nd werrrnEs ~o Vldon ,Tones ~'rpd O1 tvo M. Jbma, hua Daod e pd wit@ tha lbllar Ing dma- ' oribad rral esCA te, ■t tuated in ttse bcnrrtX t+tspokeswo, SOat■ or Rsshingtane . • ,ti^ +-~:+'~=j° ~ -r.~ti. ~ '!he rrarsb haxr ~ of t'te nortbeast +nsrtqrr of the scuthuueit qn*xbfr -{n}) `CCW nortbwest auirter (Nft) (fi) n It 0 19) 4ortsshxp • tr►an!IV• t$5'~ na!#~~ rwugr lart~► faur (14) E1~1~. The di a rti . Lstit~~x r9ghtd 'Yfldt ~nr~~1l~d e~~en~nb~'~rr' ~d' garoaf mRZd prrmlaas, and olea the rLgbt ati anr i rid a1t timee to . go exi4 prer~lss~r#~ b~ '+~'p~rrt l~~raafr far the parpoa■ 4f aans lruoting nperatirg at~d ~isr- treir~ aO~1a; elto~m,-' f~+et~~rs aar pipe 11~ares r~'l~itnh shrrlr ~ tihe SqMrd vf btteattor■ ■ots! dtsb9~dt do~ed ~asestrf tn tbr opermttars of ita lrrig't ivn sTitem. , . , . . , - 4 . , , p . • tldbPA to dl,st2'tati awNman3r'E• payable in +the year 1943 ■nd ir, ■ubsequer~t y*aarn ■ad ta gor~arol tiox+~si, $!,f ~sy~ ps7rb1stfa'~'!Io ~ms Y5344, ■t~s~ in s ubeequent yeo re ar~d to ea semrtnts cd' rAaard. 114 TES?l[Y4'NYWM'ti'RCP awM blie oarpcr■t Tat~ ha■ oswed iti n~me Zo b* r1Pma~1 hrreta ■nd its ' ochrgoret■ veRx to 4~ ott'L~te ~Rhi■ 10 (Liy oi' Jnly 1944. sF4lU1m vAI.LBY IRFiA[]ATIol1 aTS"RICT OFOnIM VAU= IRRIOIItIflV nISR'MC? t Earl W. PettiDon■ ,Aa Ztro FYtxtA~i 8TA'"S Oi+' MA~IIi~QtO]1 dMAL t A~lestr: Fred J Cunnin~e~a Jln Its Soori#et7 r y- r r - rr- r.orrr.~a.~wwrsa ~i ~ ~ .~p~~~ STA'f'R t7P WASH'ItiOlOF ■s On Rhis Td dey caf d°uly A Lt 1944, befmre me ■ Hofiss; Fublifl tn end fc►r E he a bore xtose d t;ownt r end 3tatsr pe reonellr apFeered Enr3 W Fett ~.~ions rr~d rs~d J. CinninR- hz~m ta ~se kndwn to be ffie P~st~,~lasrt aad Searatery rea}aeetlnely of t?e publlo nprpoYAt1on thst exe- oatad tTse rri t3tin amd tors oing tnetrumepQ anc4 nvkhoxTadged t MA eTd im trumar~t to be the free a rrd ra valnntgrr act a ni do*d v as i4 pub1Lv oargarotion for the uaee a t►d nur paera Eherbta ment ivnsd,, end aeah on oath ■tetsd tZwat 2se wa■ autherized t4 axaouta seld inntrsmsnt ond that the ■ael ~i!'Ured ts cYD aorpwate a*sI vt ss Ld pdslic oorparatlon. Itt Iri XT7t833 WrlLRsolr Ihr,vo hereunto eet mqr hatsd and arlS..xs4 my o1'rXot.a1.too1 tha day en+i qeAr flrnr ebavaw r'ittea. J_- ------fhenn E. CUnninghem Nctnry Publin far tlte "Jlaim8 Cunningham, IRatt'ert publLo 1 State nf 19oehlne,,ton 9tate af NaaBington I Rea idina at srdkAne Comsniaaion sarpiraa.TanR _1~1y~3446-_--_~____.._r_-----_d_..-.._~-.._.,______-_ _ ~ ~r i h . . e,,.~_ ~ n . ~ n ~ ~ . r _ . S G, r.i ~ . _ i o- ~ ~ . ~ a n , r ~ ~ . . ! c i ' ~ . ~ . - . a , . ~ i ~ . < . ~ . . a a ~ J ~ ~ , . . .:r~ t.__ , - _ _ ' --.t~~ -F.... l. . ~ a . 'v _ , . ~ w ~ ~ _ ~ ~ . w .a J~< ~ ~ . ~ ° .a 1 . . c e3 ~ • ~ ~ . ~ . . L. . . . . . ~f ~i . ~ i . 1. S t~ .i ~ . ~ , ~ 4~ b ~ : ~ i . i ~ .~Y t 6 • _ r ' . . 4 ~ ~ . . . ~ ~ c . . > > i ~ . . . ~ . ~ ~ _ .ic . ~ . t ~ J ~ eOFFIeE vF THE cOu1vT~ ENGnvEER SF'OKANE C(]CINTY, WAsSHINCTON TC]: .➢eff Fai-ry, Tlepartment of $uildings FTZOM: John Hahman L7ATi E: Friday, danuary 31, 2(]03 SUBTEC',I': B.C.C resotutian #il 1 -1093 Irf-iplementataan (November 5, 2061) Attached are the aacepted Swale Lot Plans For each lofi containing a drainage swaleldifch system in RaYAL VdSTA, plat # PE-I905. Ptease give the appropriate accepted 5wa1e Lot Plans to the applicant applying for a building permit on the ]ot, so they can draw thetr house and approach to scaie on the l4t. We rvitl need this accepted 5wale I.ot Plans, and the correspanding $1,OQ[3.(I[1 cash surety, in the form of cash, surety band, postal maney order, cashier's check, certified check,letter of credit, or savings assignment, before we cart issue the approach permit. Also attached are the letter af credit and savings assignment forrrts. . ~I ~ . SPOKANE COLJNTY DMSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT 1026 W BROADWAY, SPOKANE, WA 99260-0170 (509) 477-3600 Swale Lot Plan "AGREEMENT" In consideration of the issuance of a building permit for Lot , Block , ROYAL VISTA (plat) plat # PE-1905 The Applicant has deposited $1,000.00 vvith Spokane County Division of Engineering and Roads as secunty for full and faithful performance by Applicant respecting the dramage swale/ditch system, sod and performance, and other work as is incidental and related thereto m accordance with the accepted Swale Lot Plans and specifications as submitted to and accepted by the Spokane County Division of Engineering and Roads. The Applicant shall request or cause to be requested a final inspection of the drainage swale/ditch system, sod and performance, by Spokane County Division of Engineering and Roads. The Applicant shall perform a field test of the drainage swale/ditch system, sod and performance, by flooding the swale to the design volume of the accepted Swale Lot Plans, in the presence of a Spokane County inspector. If the drainage swale/ditch system, sod and performance, conforms to the accepted Swale Lot Plans on file with Spokane County Division of Engineering and Roads, and performs as designed in the field test, Spokane County Division of Engineering and Roads shall release the deposit back to the Applicant. The Applicant hereby agrees that should the drainage swale/ditch system, sod and performance, not be constructed in accordance with the accepted Swale Lot Plans and/or fail to pass a field test within six months of final inspecrion approval by the Division of Buildmg and Code Enforcement, the deposit shall be forfeited to Spokane County Division of Engineering and Roads. Spokane County may use the monies forfeited to bring the drainage swale/ditch system, sod, and performance and other work, as is mcidental and related thereto into compliance with the accepted Swale Lot Plans on file with the Spokane County Division of Engweering and Roads. The Applicant shall also agree to be responsible for any cost incurred by Spokane County in bringmg the dramage swale/ditch system, sod and performance into compliance with the accepted plans, which are in excess of the deposit. DATED this day of , 200 . Monies returned to: NAME OR COMPANY (Check issued by) Address: City State Zip. Phone: Signed: : . "SAMPLE Lk,TrER OF CRFDIT" :`(U5E BANK LE'1"TER.HEAD)" (BANK NA.ME ADDItESS ZIP COI)E PHDNE # ANU OTHER INF4kIvIATTC]N I.FLREVCiCABLE LE`!"I'ER (]F CREDIT A1Vf[)L1NT: $ 1,4100.00 LETTER CREDIT NLJ BENEFICIARY. Sl't)KANE CO[JN'1'Y DIVIST[3N (JF ENGII~~ERING & R(3ADS 1026 VV BR[)ADWt1Y SP4KANE, WA 99260-0170 (509) 477-3600 SiJB.TEC"C': Swa1e Zat Flans L(]T BLOCK RC1YAL vISTA (Plat) PLAeT# PE-1905.(Development) We hereby authorixe aur irrevQCable Letter of Gredlt Ln ynur fav❑r, and autharize you tQ draw on the (bank), a draft For ane thcsusand (U.5 Dollars) ($l,{DOD.QD), far the account of (app@acant) Ttie deaft, dravun under Chis Letter of Credit, covers the completson o£ r.he c§rainage swalelditch systezsY, sad and perfarmance and other work as is incidental and related thereta in accardance vvith the accepted Sr.vale Lnk Plans and specifications as submitced co anc3 accepted by the Spokane County Division of Engineenng and ktaads 5aid Letter of Credit to be released tn (applicank) ❑niy with the wnkten cansent from of Spokane County Division af Engmeering and Roac$s. [7pon written request fram 5pokane Caunty Division nf Engineering and Roads and a copy af the Agreernent sEgncd by the Applieant, the undersLgned dues hereby autharize (~ank) to gay 5pokane Counry Division af Engineering and Roads kize $ 1,000.00 fram the Letter of Credit reFerenced hereinabave endicaling chat the purprsses for whicfi the Letter of Credit was assigned haYe noT been fu11y and falthfully perftarmed as required and a request Erom Spakane CQUnty Division of Engmeenng and Roads deemis it necessary for the $1,{]00 00 ta be released to Spakane +County Division of Engineenng and Roads Upcan receipt Qf such written dvcumentatinn (aFPEicant) hereby authorixes Cbankj to reiease t4 Spokane County Division of Engineering and Roads Che $1,000 OQ from the Letter vf Ctedit Orafts, drawro under this Letter of Gredit, shaU bear an theu face tlie words Drawn under DATED this day 4f 1200 BANK- Address. Ciry State Z1p: Phone• By. [7ATED this day of . ZD~3 APFLICANT Adciress: Gity Saate Zip Phone: 5igned: A55IGNMENT Far secunty purposes only, (aPplicant) hereby assigns to SPCDKANE CC7LTNTY DIVTSTC}N 0F ENGTNEEFING AND RDADS, a pulitical subdivasion of che State of Washangign, #he fo1lQw9ng Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of Branch This assigrsment is made by (aPplicanc) for the complenva of the drainage swalelditch systern, sad and perfvrmance and 6ther werk as is Lncidental and related chere#o in accvrdance with the accepted Swale Lot P1ans and speeifications as submitted to and accepted by the Spokane Countya T}ivision of Engineenng and Roads FOI: LO'I' BLOCK , T~OYAL VISTA (Plat) Plat # PE-19U5 Any mterest benefits accruing under said savmgs certtificate shall remain the property of (applicant). 5aid Sa.+ings Certificate to be released to (aPPlicant) on1y with the written consent f'rom o£ 5pakane Caunty Divis'ran of Engineering arsd Itaads LJpon written request frarn $pokane Caunty I]ivision of Engmeering and Ftoads and a cop}+ of the Agreement signed lay the Applieant, the undersigned daes hereby authonae (bank) #o pay 5pokane Counry aivision of Engrneering and Roads the $1,(l[lU 40 from the SaVings Cerhficate referenced hereinabQVe mdicating thac the gurp6ses for which the Savings Certificate was assigned have nvt been fully and faithfully perFormed as required and a request frorn Spakane County Division of Engineering and Roads deetns it necessary for the $ 1,000.00 to be released to 5pakane County Division of Engineenng and 1Zoads. 1,]pon reCeipt of sueh wntcen documentation (applicant) hcrehy authorizes (bank) to release to Spokane Caunty Divisian of Engmeersng and Raads the $1,000 Ob 5avings Cerhficate - DA'TED this day of 1200 SANK• Ar3dress° City State Zig Phrsne: By: DATED tlis day of , 200 . APPLdCANT Address: Caty State Zip Fhone: Signed: STATE OF WA5HINGTaN ) ss Cvunty of Sp+akane ) On thas day ,persojiai3y appeared before me , to cne known ta be the individual deseribed m and wha exeeuteti the within and faregoing Znstrument, and acknowledged tYiat signed the same as free and vvYuntary act and dced, £ar the usea and purpases therein mentvaned. GIVEN UNDEFL MY HAND ANQ I?FFICLAL SEAI. this day of , 2[}0 Notary Fublic tn and for fihe 5tate of Washingtan, residing at Spakane , r lc~ PRaPERTY LINE - 65.35' 6~ ~5 ~ -u 70 I 0 0 Ce r, 25462 m -v ~o 151 tw~^ ~ a~1AL rI~`{~~ ir v ~EkPIRES 9/24~' I z a ~ ~ ^ 2 c° 0 ~ Q c~ or ~ -1 0° UT}LiTY EASEMENT 10' UTILITY a.B. 25'F.S.B:~..~,., FEASEMENT ~ 6 .5' ~aRDJ@~ ~EASEMENT 65.35' r ~ 77~~~ 2, _ ~ - TYF'E "B" CURB ~ - ~ .43' ..~~27.0 ~AN❑ GUTfER \-STA. 12+19, 24.58" LT, PRO'V![3E ANa INSTALL TYPE "A" DRYWELL PER SP4KANE COUNTY STAN4ARD PLAN B-1 a WITFi METAL F'Rf1ME TYPE "4" AND GRATE TYPE 12+00 °4'. 7[]P aF G ATE EL.-1979.93 SE~ 13+00 DETAIC 2 TRiSEET p STA. 12+14.21, LEFT, F'ROVIdE AND iNSTALL 4' CIJRB INLET TYPE "1" PER SPOKpNE GOIJNTY STAN[3ARD PLAN B-8. s 114STA ROA❑ N0 RTFi S CALE: 1 20" . . , _ , -L.C'in•Ssn[AS.~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ 707 weer 7rw~ av~r~uE--'/ f 9POa,ANE,o.~•.~3+{"'. tWF y5ii1NGTLIW 09204 ~ 1F~'R O ~ ~ ~ ~ ~A P 504 +996 6840 g, ■ F 54e 43d 6a44= : dfr, y `-~-~CQ,a.68L1B C a Pi : Jx~ AA~N4T[C7llfi r y J ENGINE~R'N'~'PLF.NN}Nf3' , b LaN09i.'ARE AA4'MIT~[,°TLIRE>''r~J ~7 iLaNp 81JRV~Yf,MG~` 4 4r~ ❑ATE. ~ G/6,IJ3 ~ 1 NUTE: , QRGANIC CARBON TESTING l5 REQUIRE❑ FQR THE TOPSOlL IF THE EDGE OF ASPHALT IS GFtEATER THAN 0.5' ABOVE S[]C1 ROApWAY EASEAAENT aRA1NAGE EASEMEidT AS SPECIFIED ON i'LAN TOP DF 9ERM EI,EW'.= TOP QF ClJRH ELEV. + .2D FT. 1.5" SOQ aN TOP501L, 50D E[?GE 0F l6dSTALLED CONCURRENT WITH ASFHpL7 QCCL3pANCY OF ADJACEPIT HOLISE 2 MA?C, ~.l a 2:, 1.11'-1.28' l~ NOTE: - WARNING -T1-IE USE DF SILTY LDARA IS PROF#IBITED \-l"-3* A5 POND BOTl'OM MATERIAL TOPSOEL QIV GRApeO RUIVa . . BOTTdM GRADED POND B(]1T+QM .71'-.88' 4 s ~ BELDW EOGE OF Q ~ 'd ASPHALT a ~ ~C] ~5A~'i~ 4r ~NA ~ EXf'IRES 9r24/ ~ N OT 'f O 5CALE eLC A55OCEATES T~ ~ I~~~ ~7 a+~ 5 WA L E 7O'+ NIEBY 97M AVqNll6 ~ L, ~wpre Boo pPm[CAFd6 M'ASMIN~iTOH 99204 ■ . / S ~ ~ ~ ~ ~ ~ ~ ~ ~ P 509 dyg g644 {n~ ~ F ${7y 4506044 t ~ C6CAS90C CQM AACNITBCTURC ~ ~ ~ V ~ ~ T~ lNGIt+CERINf3 PLANkINB LAwpgCAPC ARCMIT@CTUR[ DF~,'E i 1 1/Fn 110 2 L~1NG Sl1 RY[YIN6 A ~j , ~ - ~ 4 i PFdOPERTY L1NE .14 85.49' ~ 25462 o i~, f~ `~L-~3 $3' Fcl STERF' ~0 ~ ~ 4 v K.) 5/~"H~AL E D~i ~ 1 I ~ c I ~ ~ EXPIRES 9~24/ 1 ;dI rn f ~ ~ 1 pr r I ~ PT = 12+4U.1 Q o ;-10' fJTiLfTY 2 0 > ~ I EASEMENT ~ LR4ADWAY AND I UTILITY EASEMENT 1 I 1(]' U7iLETY I ~ EASERAENT 25'f.s.e. F-_.-._i. . i I I I - - - - - - _ _ L4 Y L6.5' 80RDER 2, r.22'43.. - - ~ ~ EASEMENT 22.43 ~ ~ I \-TYPE o nB" CUpO f'[ ~ AND GUTTER ~ 1z+o0 ~ VISTA ROAD N O RTH 5CE4LE: 1 ,20" u.., ; 707 wesr ~K nverau LOT 2y ~3LQCIC 1 V x-'w,-~su~?esaea~~ sPOrer.tic ~.~'c, = R~ YA L V I~ TA W43MIN6TGN aaac+a;. _+i P 909 4q@4¢840 ~ ~--~.3,F~349.4581~@4a'~"'~j CLCA65pC COM ' `nFF~.'i-IIT@'CT1JR['n ~F(~r ENGINEElEING PIWIVNIN6 LANDSCRFE Ak[.`Fi1TCCT[lR[ LRND BLIRVFYIN¢ DATE: 2161113 - 1 • p N C3TE: ORGAlVIC CARBON TESTING IS REQUIRED FOR THE TOP50iL lF THE EDGE. OF A5PMALT 15 GREATER TFiAId 0.5° A90VE SOD ROADWAY . , EASEMENT QRAINAGE FASEMENT AS SPECIFIEf3 ON IJLAN -TOP OF BEFtM ELEV.= T4P OF CtJR6 EI.EV. , + .20 FT. 1,50 SOD ON TOPSOIL, SDD EDGE OF INSTpLLED CONCURRENT 1MTH ASPHALT DCCl1PANCY OF ADJiAGENT Hfll9SE ~ MAx. - 2.1 NOTE: ]I[ WARNIA1G - THE u5E OF S{LTY LOAM 1S PRaFEIBiTED ~ AS PDIVD BOTTOM MATERCAL 1"-3" 7QPSC3lL ON GRAQED FON[3 80TTQM GRAD€D P4ND BQTTQM .7l'-.88° 8EL9W EDGE OF C1 ASPHALT ~ ' CC 1p 25452 ~ Eca NaL ~ EXPIRES 9/24~ ~ NDT TD SCALE r , LLG AS5OCEATES , ~ I ~ ~ ~ II 208 ~I ■wy.A ~ ~ 707 weaT'rrH wvCr~us suIrs seo $ROKAN6 WA$NIN[3T17N 94206 H~ U T Q RYW E L L a 509 4Se 6940 F. 5 09 49H d94a CLEAS913C.COM A ~ ` ~ v ~ 1 ~ I ~ ARL`NITSFT4JfiC R ~J EH61N6EAiH6 PLAFNPNU i ` ~1~L LA~gBCAP[ ARCIi1TEC1'WRE ~ LP.NO 6YNY61'INd QATE~ 1 Y 4/Z1I i - ' - F I 4 PLAT BCC~~WZILnPiCAL) . ~ ~ r fr 652 ~ • • ~r 1~ ,~~s, ~ r ~,i ti~ ~ ~ w fi . SS~ONAt fY t ► ~Cj 61J 1 1 d ~ 14 ~ EKPIRES 9/24 r~~ 1 4 J ~ LLI ~ EL `T /1`P s CL ~~l ~ ~ ~O r r / / / J ci ~O 0) to Jf ~ ~ ~ co t S 1 1 1 10' 208 5WALE ANd ~ U71LFTY EASEMENT , ~ BD`fT[7M OF SWALE ~r----~.-,1 ..4:~iPB a'WALE "B-2" _ ._.--------hat '~-„+7s Pe 11+25 Pe-1-11.' ag a". sM90 Pp EMv. 197a,40 ywrs.ea fR ~ ~ATE 0 EDG~ OF ROIaC]WAY °zz 14' 't-. df~IVEWAY C~' ~ / r -r . ~ Ih10 R T H Sr,ALE: 1" = 20" ~ CLE ASSOCIATES , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 707 wes'r 7rH .nvcNUE QAJITE xoo SPOK9wE ~ ~ ~ ~ ~ / ~ ~ w.asHInGTQtd 942S74 Ll ~ P 504 458 SBAQ J-~ F 509 458 6H. . CLCA990CCOM ANCMITECTl1~7E _ [N6INEERIN6 PLa~Ni*~6 5,&NpBCAPE; ARCFIIYCL`Y[iRE ~J LIcNR @URVETiNd vATE• 1 1P~J 1I0G NdTE: C7RGAN1C CARBON TESTING IS REQUIRED FOR THE TOPSOIL I F'THE aRYWELL GRATE I S GREAIER TH Ald 0. 5' AQQV'E SOQ 208 SWALE DRAINAGE EASEMENT TOP OF BERM ELEV.= TOP OF CURB ELEU. GIJTTER + .20 FT. FLOWLINE 0 1.5" 5DD ON TOPS(]IL, 5aD CURB DROP 1N5T,ALLEd CONCIJRRENT WITH TypE "B" CURB 3 OCCUPANCY OF ADJACENT AN❑ GUTTER mHOUSE NORMAL GUTTER . . ~~ATE u~v~ 3: ~tr,~) . . . ~ ' EVATIBN - RAI~VAGE .67~ 3:1 CaNCR~TE STR TUR MA!(. APRaN 4!' THICK ' J NO~: ~P.C.G. PR❑lliDE FILTER FABRIC {AMOCQ 4545 aR EQUAL} BETWEEN r: THE NAT1VE SC3tL AI~l7 THE WASHED DRAIN RDCK AN~? i'~-3" TQPSOI[~ ON BETWEEN THE WASHE❑ DI~AIN RL7CK AND T~iE aRYWELL GRADED PDN❑ BARREL.. BOTfOM ~ IF TWO OR MORE CURB INLETS ARE LlSEp, 5ET C'ONd BOTTOM WkTH GRADED POND • F2ESPECT TO TME LmWEST CURB INLET GIJTTER FLOWLINE ELEVATIOEI BOTTOM 1.11'-3.28' 2 , B~L~V~+' EflGE 0 F 4 a ~+A WARNING - ZFiE U5E aF SILTY LOAM lS PR(~HIBITED ►4S POh10 ASPHALT BOTTDM M ATERI AL. f = •~C7 ~ 25452`~q 4• j' s`~1QNAL ~6~ ~ ~ EXPIRES 9/24 _ NOT TO SC.4LE ~ rLE a,ssneFA'rEs 707 wear 7rH averau[ gUITE 7aP TY PICA L f! 208SMYMLE WI1 H LJRYWELL 6RGKANg WA9NIN6TON 98204 ~ ~ \J w ~ ~ Y/ ~ ~ ~H P s~c4 45a 66a0 ~ T~ 594 4S~ 6844 Q1 CA89IDC COM l kCFdIT6CTLIRE EwOIhIEEItING R6ANNING r~ LANC9CRPE ARCHITSCTlJRE ❑p1TE. y 1 y 1 f/2y 1 IOG LANO 8LJRVEYING • ~ ~ ~ ~~~6 ',W Ity , PLAT Zj 'BOUNDARY ( IC AL~ ~ - ~ ~ Z 44' / a 2546~ 4.:` dN~~~~~~ _ _ Aa.~ ~ fXPIRE5 9,124/ ~ a 19~~ 5 N 4 ~ o') ~ a u') - ~ ~ 18.07' ~ - ~.ar 1o° . ~ ~ _----S~ "B-2" r cv ~ °i BO TOM aF SWAL . Pg p7Ey,1 197&08 10' 208 swaLE A tv U71~1T1' EASEMENT ps a". » ~ 8.07 i~ • ' ~ Q ~ PRaVI[3E ANf] INSTALL 48 L.F. PB` z ~ QF 12" 12-N ADS 57ORM DRRlN PRIvlel~ z w ~`~$o PIPE, STA. 10+87.50, 31.89' LT. ¢V) o~~ i.E.(E)=1975.87, sTA. 10+39.76, aRIVE'~VAY ~ 24.65 LT., E.E.(W)=1370.72, 5=0.1073. cv ~ EDTE 0 RflADWAY ~ P A 1 1 I 65' r I I I ~ NDRTH SCALE: 1 " = 2fl° [Le P,s5oL:ia.TEs L ~ T ~'F ~ B L~~ K ~ To'l WEST 7TH AbEtiu6 SUPT[ 26v 9POKANE ~ ~ y / ri~ ■ ~ SYASH3NGTOw gg,~o4 ~ P SmS~ d58 8@4q F 509 0.66 6844 CLCA$5OC COM aR C F! ITE CTLlp E Er3ra1 NEERiH6 ALAI•INING LANL}5CAPE ARCHITEC7L17E SLlRYEYfNG LAND RC'i /~TE: 1 1y yI21 YA02 ~ OTE: ORGANIC CARBC31V TESTING 15 REQIJI'REa FC3R THE TQPSOIL IF THE ❑RYWELL GRATE IS GREATER TI-IAN 0.5' aBOUE SOa 208 SWALE DRAINAGE EASEMENT TOP aF BERM Ek.EV.= TQP C3F CLJRB ELEV. GUTTER + ,20 FT. FLDWLINE 0 7.5" SQD ON TaP5C11'L, 50p CURB DRDP IIVSTAL.LE[7 CONCURRENT WITH TYPE "°8" CLiRB 3 OCCEJPANCY aF ADJACENT ANR GLITIER M Ax. HOU SE NOF23NAL GUTTER ' cRarE # .4' LINE 3: 1(rYP) . . - . . . - . • ~ EVATiC3N .67' . . : '~~~~r ; RAII~'AGE 3:1 ` CONCRETE ' STRf~TL~R MAX. APRON 4°' THICK NOTE: ~ P.C.C. 'j PR01II❑E FILTER FABRiC (AMOCD 4545 OR EDUAL) BETWEEN ' y THE NATIVE SOIL AND THE W'AShED dF2AIN ROGK ANd 1"-3" TOPSOIL ON ~ BETWEEN THE WASHEQ QRAIN ROCK AryD THE DRYWELL GRA❑ED PaN0 ~ BARREL. BOTTflM 6F TWO OR MDRE CURB INLETS ARE USED, 5ET POND BOTTOM WITH GRA❑ED PONQ ~ RESPECT Tfl THE LgWEST CIJRB INL.ET GUT7ER FLOWLINE ELEVATIflN BOTTOM 1.11'-1.28" WARNENG - THE U5E C3F SiCTY LOAM IS PROHIBITED AS POND 8ELOW EflGE OF ~Q ~WA ASPH ALT k BOTTaM MATERIAL. ~ , Y ~w ~c .~~q 2J4 6 L ~ ~Y +t ~t{`S+ ST~~ / . ~ EXPIRES 9/24I ~ Pd DT T❑ 5 UALE _ CLC ASSC]CiATES 907 WEST 7TF{ AVENUC TYPICH~y L 208 Sr~ ~A~]~LC WI T H C3 RYW E L, L SLIkTC 2CI0 SP6KANE P 509 4y6 6840 W F 509 dT 50"5944 ° F2 C] YA L V I S`~A CLCAHa4Q CmM ARCMITECYlIR6 EM44 NEERIN6 PLANNING L,qNnaCAPE ARCHITECTIJRE DA 1ry~E: 1 1 12 1 1❑ 2 LRN6 HVAVgv~ryQ 4 PLAT BDUNDARY ~1CAL} ~~9~ a 65' 1 p~ 62 ~ 15 5~4S ~ OIYAL w ? h~ I EXPIRES 9/24 ~ ~ w ~ 0 ~ a ~ ~ ' . - SWALE POD BODl~1,. f rn ELEVATIf7N 1970.72 ri ![7 10' UTILITY EASEMENT - - - 16 SWALE EASEMENT ~ r SWALE 6OTT4M ~ S89'57~'05"E{R} 63 05' 5P(3KANE COUMTY TYPE "B" DRYWELL, ` ~ - PLAN NO. B-7, METAL FRAME AND GRATE TYPE "4", STA. 1 Q+DD.L1Q, 17.92' LT., r TOP OF GRAI`E EL.=1977.39 - ~ o ~ v . ~ -A L INS7ALL CONCRETE CURC RAMP TO 5WALE Ba77ONE ~ 33,61 - P VATE ~ "8" TYPE CURB PER SP+DKANC ~ N4 ❑RIVEWAY ~ !s CQIJNTY STANDAfdD PLAN A-3 ~ 64' ♦ ~ N o R-rH 5 C.4LE: i" = 20" rLr AsSnciarEs ' L Q T ~ L~~ i~ 1 1 707 +~vesr 7TH avEr,vF suirE aoo $P[]KAME ~ ~ ``~r~ ~ r ~ ~ ~ WA9iiiNGTPH 992S~C ■f P 9C19 456 6840 ~ r f 509 45B 8B4q CLCASSdC i.'OM ARCHITEC7GaE EN6INEERINO P~NHlNCa LANDBCAPE ARCNITECTW RE / LANO 6LJRVEYINS Dq ~+►TEi 1 1,2 1/02 _ r r NV TE. ORGANIC CARBON TEST1NG IS REQUIRED FOR THE TOFSO6L IF THE EpGE OF ASPHALT IS GREATER THAN 0.5' A60VE 5C]D RdADWAY EASEMeNT QRAINAGE EASEMENT AS SPECIFIED 0N r'LAN ' TflP pF E3ERM ELEV.= TOP OF CLIRB ELEV. + .20 FT. 1.5° 5OD dN TQPSOIL, 500 EpGE OF IIVSTALL'ED CDNGURRENT WITH ASpHALT ~ OC~UPANCY aF AbJACENT HaUSE 2 MAx. 1 _ ' z: 1 1.11'-1. 28' l~ N OTE: - - - 71 ]k WARNING THE USE OF SILTY LUAM IS PROFi18ITED ~ A5 PQ1VD BOTTOM ~IAIERIAL 1"-3° Tf?PSOIL ON GRADEQ POW❑ BaTTt]M cRADED PoNo ~ BflTfOM .71'-.88' BELOW EDGE OF . p ASPHALT i' ~0 25462 ~d~ . ~ EXPi R£S 9 /24,1 NOT To sCALE _ , CLC ASSOC[ATES '1~F ~I II ~~i+ 707 wegr 7'rn AVENLJE 64JITE POO T ~l P ICAL 20B ~+~a 4~ WAL` 6POKANE WASHiNGT013 98304 w, I~~~~ T~ R Y►~IV E L L R 50 9 ase 6eao F gpg 450 6944 CLCA$StlC C17M ARCHITCCTLiHE ~ ~ Y~ ~ ~ ~ ~ T~ ENDINEERIhlC3 PLRSVN~N6 LANLisCAPE ASiC>iITECTIJRE DATE. 3 1 121 102 Lrire[s sup~[vinio J ~ . . P'E-1905-021ZE-06-02 ~ ~ Vicinity Map ' ~ Iwest v~ y so . ~chara~enret El~e►nentar~ ~ T~erl ~ •1 G ~ ' Kma 1 ~ ~ P 4^ 1~ ~ 9 Nwa ' ~ i•..~E1Pr~l I yppI! gd •l 4 5mm ICmki, Cookkrl I ~ ~ 14PtPrtll WBSS El,s►r18nlary Cgnien►tia! Mi~Id1e g ~ g ~ia I I i?17 ~ ~ ~ ~ys. s ~ F t, 14alkvnav (I 7 8RB bB~ r'/I " ~ ~ ~ ¢~strrn8iu_^. ~ M~nn ~ . . ! ~ ~ `~pPf~r~ ~ AL9~9Y ~ i Appl ~ 20 1 -~--24-; . Sc:ale 1 inch - 1250 ft {raunded} 06104142 Mcrrary Map Parcel: 45982 0709 Owrner: C1iS BtaNK NATIONAL r4S5C7CIATl{]N CoDwvner: ~ 4 ~ 1 s s t s y J_~-~ L1- Dwner Address - ~ PC18OX 53077 JACK5ONVILLE FL 32201 Site Address e y 1103 N VIST,A RD 5P{?}tANE ~ Legaf DescripGon QORN, AI7D L8 BI ' f Natice: This is not a iegal document. 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R darnV bme /~..t41.~ • . f..__. J/T .1 - I✓113._l 1 n~ ➢ ..J nY .w we ~ ~ Yw w L~~ Yc~l ley Wmio ~rk ~Tn~l~ ~ L• I ~ ~r~ ~-v _ ' n C4~9 GMli~rt ~rayrt Wrttim' pFyl SroEqeeie SYsnE9WRCas7 • ~ a' 7 c ~ I • 4 e y j AcKnowLEvGMEruT er~.~nuc~u r.~m~,~...y. c~ran,..ws~eewsrew~o[ ~+,e.~ra..foeeeus..rea~aa.. , t ~ F ! ~ ! ~ e-waaa.r+m9~r.sa a ' r . re ..~.rr a.e wo~~•~ ••e,~,r ~ p~v~F~m~awasuri~wsvr~~ r~~~~~+~•nmrcnr~ve~~..~ ~ ~ s' _-9 k ur _ M_. • aGKNQwLEOGMENT ~~'r ~Ea,~ea ; i ~ ~~r.r.~acs9sys~ran~e.rruaao~~•arerw~~rwzrr.ounaAe~a..e~r.~w.~.~ i ~ c a~rn4awcw.n~.,wvnw~..EVm.~rc-g.aaar w~~.~r.e~wr.,.aa . I ~•r rx+aa e.a r.. w.ti..ey wwK+ ~ ae eunm,« 9s1~ c.ms~a a.e ~c.w 'Y -ase S. w~+~.ss~.~~.~nwmr* aQddr~+~rre~n+.arws~rras.~.m,..~~.. •s--^~^.L~r~ ~lJ,°,,sly % a...........~,.,, ~I S 6~.rn, ta.~r e~g+~.. fmw+ee~ I ~ ~ ~ ACKn,owLEDGrnenT 1 yg~~y Erad n3i 4X~.M ~-..w• c c -]5 a,. //F■ ~la1T Y~OY • ` r.. ~^"S3<~.~. ~ ~ ~ ~ ~ ~ D-4J1lS.d ~0'ntlu+l~Ci~~Mus~saY~++b E~~~°~"'drnm . nKraaa r..w~,oa~q"...~.e t.r~r an. re.. er~ me.se~r ~e va n.a w~ n. w«mawv~•• ,~+ur ~e. ERS1pRN'AY "rCtiuE ~ +,r ~nw~~~wcpew;era,r4,.onw~.r~eeneemw~y~danaenwme~y.~•••"w• w R. . ' . ' ~ E4dGINEE62' S CERTIFI~'iATE ' L+nrum .ea oDMnaea LcGEf+a m....wim~w.w.. OLf'1lV ~pp~'vlS FiLA.JnT q~I-~~I9A1 pA aqme.Pm,rsmnmo..~awn.nw E~~ " ioa~ .w~9ee'[ 66' €S]~H' • Pna~[ TILJIV •b 1N w D'd C PLQ : GgL 4I~6qLi1~ C+~E~ ~1Pd ~ mnr.s a+Nr' ~.i~r `~ms~5 u u w vm • BENG 1HE H 1/2 OF 7}E ME IM OF T51E SE V6 DF T!f 'NyY W ffi SEC7[ON 16. TWP 25 >f RGE. dd E.W1G. OW7TY OF"SPOY4AHE, STATE OF YYR41iRYSfi[)PL . I~ri~redf~r~Y~f~v~fel~P~MbUtwsbnw# ' , - ~ w~~- T• ~Yf-srwmr. co~hY~wwss i d. se~a w. I~~ ~ ~ ~ ~ • DA,- V ~'IELD 1~PORT ~ NaR~vuEsr. i n~C z2ia ~ Spokanc, wA 99202 - Proid lnftwmhon Prooct Name: Date Royal Vista 4/2912003 ftiect Po - Re{xt yo. S43006fiA 9 weatha Amvaf Tmn. DVutze rffe. mitd, overcas# 1:15 3.34 e1Lent Lomi Repeserfttve►~ numbff {3iarroand Rock Constnicton Dennis Crapo Ceneral canaacmr sb ReKesen3aWe / pFm nurtff EIler Corpvration Karin Rinaldi Subnntackw 5TI Pmieet Managw 1 phom murbff &ob Graharrd 534-9711 Page No nr 5TI Representatiues on site Bt1b Greham - Manpower srd Ec~,omt Useki EX44OLC excavator, Mitsubishi 450 excav&r, Kvtelco LK850 lnader 5 mrien - FLeki Qhsavaham At the time a£ my arrival an site, the eaccariaCion for MH T3A had been r.omplcted and appraxirrately ten fe.eet of the e3cist;ing 8" PVC sevsrer line had been saw cut and rcrnoved. This MH is lacated near the centerline of Vista Road and abtrut 431.5' north of the exisfingupstream ntinhQle. All Latge roclc on the flovr of the excavation had treen remoued and the area under tt3e new mavhoTe was leveled and cotnpacted using ajumPing jack. After several triais, the new manhole was set wlth what agpeared to be good alcgnnent with the existing line. Screened narive sihy sand wi4h graVel was placed arQUnd the new ananhole and the exposcd sanitary sewer lme A']' bar was used ta compact around the haunch of the pipe and a jumpu°g jack was used awer the tap. The NIH ecr.avatian was about 9.5' de-ep an typic,al valley gravel. , f ~ One stick of pipe was laid ta the west befare Eller quit for the day. A level gun and piPe L-Lser were used ` Co cotrtrolline and grade ~ The eccavated area wra.s not backfilled. ~ t f ► ~ J 1Zia/~. ~ STI Field epresentative S'TZ iiec M Date Tiil$ [3[1a1MOfT AN6 RFFf'IEhi(ED AMMA ARE TG 13E GQH$IL7ERED PREJFAIWIRY Ul6TIL '[tEVfEWM ANG $I'C,!{M Bl' TFiE STI CONSTRLtCTION EEIGUVEER RNfllOR STI PRWL-C1 IaAHAGER C01T2Spolidlllg D@fiCIenCy Rep(1[t N0: Fic1d Repat Yl.2 8nBlol 1 1 ~ ~ A~.~..~ ~'IELD l~F()It~' ~ 0 ■►T~ f~DF~THWEST, I~IC I~ 2214 East Riwerside Spokane, WA 99242 - Proiect In#Qrmation Prajecf Name: Date: Royal Vista 413012003 Praject No.• Report No.: Sil30Qfi6A 2 Weather Arrival Time: Departure rme. oVeflCaSt, WaCT1`I 10.30 12:30 Chent Lml Representative 1 phone number piamond Rock Constructivn Qennis Crapa General Contractor: Site Reprewntative J phone numher Elfer Carporation Karin Rinaldi 5ubcontractor STl Profect Manager f phone numfer 6ab Graham 534-9711 Fage No. of STI Representativas orr site 1 1 Tim Johnsan 954-7193 - Manpower and Equipment Useci 1 -Nitachi EX40OLC excavatar, 1-Mitsu bish1450 excavatQr w/ sheepsfoot roller, 9-Komatsu WA 450 loader, 1- Kvbelco LK854 laader, (on standby), 5 men - Field Ohservations At the time of rny arrival on site, Eller was compachng backkfiill af sta 1+75 - 1+50 usmg a sheepsfoot roller. The contractar had a firehvse nn site arid was using cogtous quantities of water to wet the typiaal 11a1ley gra►+el. Eller alsaa had acrew placing PVG sewer main 1ine at sta 1+25. Ajumpingjack was used to carnpact tlhe battom bed afthe pipe, and screened native silty sand with gravel was placed araund the pipe. A']' bar was used ta campact around the haunch of the pipe. A kevel gun and pipe laser were used to cantral line and grade. Roe'lcy soil condikians preventsd density testing usmg anuclear densometer. A hand prnbe was used to aonfirn the backfil] was firm and unyiekding. ~ . ~ ~ . , . STI Field Resentative STI Pr2t Man er T]ate , THis DOCUr~EN'r nnfo rtEFE~NcEDnDoEtinrtARE To eE coHSWEREa PREvMINARY urrrn REVnEYVEo Atv❑ ser,NED av rHE STi I GCIHSTRUCTION ENGINEER ANDIOR SZ`I PRQlEGT FAANACER. Corresponding Def cEency Report No, Fiela Fzpon vx x saeroI ~ aM ; r ff' NC]~tTW~V"EST' INC DAT~ y" FIELD REP(]RT" ~ Tf'' 2z1a East Riverside Spakane, WA 99202 - 'Frolect Iniormation F'roject Name: Date: ROydl V1Sta 5/612003 PrajW No., Report No.: sa3o0ssA 3 weather Amval Time: Departure Time: Overcast, warm 1 0:34 1:30 ' Client Loa Representative 1 phone numtg Diamand Rock Constructiora Denrais Grapa General Contractar; 5ite Representative 1 phvne number EIler Cvrporation Karin Rinaidi Subcantractor SF}Project MarragerI phone number Bvb Graham 534-9711 Page No. of 5TI Representaatves on site 7im Johnson 954-7193 - Manpower and Equipment Used - 1 -HitaChi EX404LG excavatar, 1- F(obeir,a LK850 loader, 2-ublity tnucks, 5 men 4 Field Observativns - Arrived on site at the cnntractors request ta absetve air test of sevver main fram MH T3A to MH M. At the time of amval, the cantractor had the bulbs anserted into #he pipe, but waes having trorable with their truck rnaunted pumping equipment. After minor repairs, they aktempted to pressunze the pipe. Ifi refused to take air. The contracfiar defermined #haf the side sernce at approx l l+b0, had been pulled out af the Jcrin# After EIler made regairs, the pipe was pressurized, and held air. Qnce backfilling vvas complete the air test comnumenced. The line held 4 lbs for 14 minutes. Passed. , ! oesentative ~i I f'~ S7'I Field RS'`I csject M ger E7ate THIS OpCiJk1ENT AND REFEAENCEO AbQENf]A ARF TO 6E CON9lDEREL1 PkELIMINRRY L1NTIL REVEEWEQ AN0 91GkED BY THE STI GQHSTRIlCTIflH ERdG1NEER MiDldfd 5TI PRDJECT hAAFIAGER. Carresponding peficiency Report No. - FW1exepDn.Z2anWi ' r ~ AIR ANO MAN'pIRELFIELD TEST RESULTS PROJECfi NAME: Rayal Vista STI PROJECT AIUMBER: 5030066A JWW'AF N{?RTHWrzST REPOR7 NUM6EFd. 3 2214 E. RIVER5IDE, 5PC}KANE, WA 99202 DATE: 51612003 549-534-971 1 FAC 509-534-9755 TECHNICIAN: Tim Johnson I'A,-aE 2 vf,23 LOCATIQN' MANDREL MAIN PaPE MAIN SERVECE SERUICE TIME PRESSUF2E PA55 CDMNIENTS Manhale tv Manhole DIAMETEFd DIAME7ER LENGTH DIAMETER LERI'GTH 1FF11L (tro 114 inch) (7nches) [feet) (inches) (feet) {Minufes) P51 ~ T3A to T313 ~ Vd1A ~ 8 I 265 ~ 4 ~ 90 ~ 14 ~ 3.9 P ~ EVv mandrel test I I I I I I ~ I ~ p I I I I ~ ~ I I I I @ I 9 ~ I I I 4 P I I ~ I I I f P I ~ I ~ I I I I ~ I I I 1 I I M ~ I I I I I 9 I I ~ I I I 1 I I I I I 4 I I I 1 I I I f I I I I I I I I I l I f I I I I N ~ 4 I 1 I I I P I I I I I I I I I I I I I I I l , I I I 1 I I I I I I I I I I I I I I I . ~ . U ~ NdF~s ~ ~ . r- i ~ 1 - - w ~ ~ 11 12 ! - I ~ P `~"~'''■N(3RdHWEST, iNc. Royal U`ista Job No.: 5030066A FlBld Repo~ # 2214 E. Riverside 509-534-971 T oate: S~/oi Spokane, WA 99202 543-534-9755 fax Page j[3f-j- 1 ~ ` • s NORTHWESTe [NC DAi 1r FTELD REPORT SI ~ z21a East wyerside spokane, WA 99202 ~ Proiect Inkmiafion Praiect Narrte, Date R0y~~ ~sta 5171200'3 F'rojec# Na. Report Ha : so3oossa 4 weaua Rrrial TiYne: Depmt,re rrm: oVefGaSt, fRIld 1:45 2:00 Cltent Lncal RWwmtative 1 pNm man6er Diamond Rock Canstruction Dennis Crapv cieneraf Con6xtr site RWwertaWe 1pham nmber EIler Carpordon Kanin Rinaldi SubconIraft 371 Praiecf Manager 1 pt►orte numbff Big Sky Industrial Bob Graham 534971 ~ paw No. of sri Representab►es on site L 3 Bob Graham ~ aaanpowu a~ ~qupment used vac trudc 3 men - Field [lbservabm I arrived on site at the requesC of the contractar to ohserr+e a ma.ndret test af the sewcr 1me. The line was weU flushed prior to puRing the maadrel which passed thaough withaut di`'icultY- ~ ST'I Field 84!j6encative/ sTI ;ecr Mana~,~r Date THis oacumExr nnm RuEtmcm ►mEma ►um Ta BE corrsuERm meamiwr urrm amEwED ,aND siGNED Err rHE 5'R CAHSTRIii:T16H EHGWEER ANDIDR STI PR[}JECT MANAGER. CC%fespon(Ill~ DefiCl@f1Cy Report N8: Fmld ReputY+12 BtMD) . + , ~ - L E' _ v ~~Rwrr . r. ~ • ~"c.~ _ _ r R 0 f 1 • ~ ■ . ` ' _I r _ I ! 1 ~ ~ • . I ! s rl I I ~ ''r`~ +NoRrHwEsT, iNC_ Royal Vista J'vb Na.: S~Q30066A ~ , Field Repvrt ~ 2214 E. Riverside 509-534-9711 ❑ate: __,S- 17 f~-5 Spokane, WA 99202 509-534-9755 fax Page zOf ~M> ~ AIR AND MANDREL FIELD TEST RESULTS PRDJEGT NRME: Royal Vista STI PRQJEC7 NlJMBER: 50300618A [V VF-W, IiVC. REPORT NUMBER: 4 2214 E. RIVERSIDE, SPOKANE,'W'A 99202 DATE: 517i2003 505-534-8711 FAC 509-534-9755 TECHEVICCAN: 8ob Geaham PAGE: 3 of 3 LOGaTION MANDREL {IAAIN PIPE MAIN SER►JlCE SERVICE tIME PRESSURE PASS COMMENTS Manhale ta Manhale flIAMETER DIaMETER LENGTH DIpMETER 4.ENGTH 1 FA1L {ta 114 inch} (9nches) (feet) [inches] (#est) (Minutes) d'SI MH-T3A to MH-T313 N 7.25 I S" I P I mandrel test only N I 1 1 I I I I 6 ~ I I i I I I ~ I I I I I I I I I I ~ I I I I I I ! I I I I I ! ~ I I I ~ I I I 1 ~ I ~ I p I ~ ~ I I I ~ i I ~ I I I I I I I I I I I I l I I 1 6 I I I ~ I I ~ f I I ! I I ~ I I ~ I I ~ I r i I I I w f I ! I M I ~ I I I I I I I I 1 I I I I ~ I N I I I I I I I I ~ I I I ! I I ~ i I I E 1 ~ I I , ~ - ' • D~1k- H~IEL1D~ ItEPOR~' ►~r~~ NORTH~~~~, II~C ~ ~ 2214 Easl Pivemde ''Spokane, VVA 99202 - Proiect irifamatian ftjeet Narw QaGe Royal Vista 513012003 Projed No.• Report No • 5030066A 5 wteamer AnwM r~ DeparbzB Tom: mild, rain 1:15 2.30 Clierrt Lnca1 Representafnre 1 ptme nwbff Diamond Rnck Construction Dennis Grapo Clerad can7wWr. Sb Re~preserkwe I om number Elier Corporatian Karin Rinaldi Subcontradcr STV Proaect Managw 1 phane numta Inland Asptralt Bob Graham 5349711 Pap nln. nf srl Reprewrtaves on ste 1 3 Bob Graham - Manpaw ad Equpnent llsW paving crew Field Observafrans . The Tnland patch crevv was on site to paVe the cut area on VisCa Road measuring aPProximately 24' X 20°. At the time af my arrival, pavmg bad already startcd, but tt►e CSTC appeared to have been uniformly c.,ompacted. iflnfy one density shot was perfarmed on the grayel base. The cuC asphalt showed that theFe had been 4" of existing asphalt and that was what Gvas placxd in ihe patch. Two iifts of Class A asphalt were placed. The existing saw cut wa.s tacked The mat appeared tight and cansistent a.crass the area. ur srT Fieia ~ STI Prn~ DaW Tws oacuwrrr nND REFSZMCMnDoEnM rwe ro BE cANs~~ ~EAwaar uWL RErnEWEDAura siGwm ar rrE STI CQNSTRISCYIOH EIVGlHEER ANLVd7R SlIPROJECf AMNAGER Corresponding Defic'senr.y RBW No; ~ ~ 2 W28/01 M 2214 Esst Riverside Spokanc, WA 9920$ 509-531-9711 NiINc. Fax 509-534-9755 RErvRT FEELD cOMPAeTIvN TEsTS ~ethoa AsTM D 2922-96 nate: 5/30r2003 Pro;ecr Name: Royal Vista clzent: Diamond Itock consimctinn rrn;ect 5030066A Technici,an; Hob l:,rahant Field Report N[i.: 5 T)ensity Std,: Page: 2 pf 3 Moisture Sid: F.quipment 1TD No.: Test f~pth ~eisw w~ 1vi~~[ure Mar~ C~cm'p~`n' ~c~ut ~f~~ Retest of ~I~. S[3 ElevaLian °a ~i~ Typa '~,d CamF+ac~au S~ I]'f Aia. fPCF'1 (PCF) {o} (YiNI 1 C vLqa Rd z i+as 15'LT I+6" I 1425 I6e ~133.7-1 1 1 sS I gs ~ v~ z ~ vista Rd 11+45 ia1 LT +8' ~ 152.9 I I I2 1 92 ~ ss ~Y I 3 Visca Rd L 1+a5 5' RT +8" 148.4 I I I z ~ 92 ~ ss ~Y I 4 ~ Vista Rd 11+45 10' R`f ~ +lU" ~147•3 2 ~ 92 ~ 95 p Y ~ ~ ~ Vista Rd 11+45 cnrr ~+10° ~ 142.8 I ~ I z ~92 92 ~Y I I ~ I ~ ~ I I I I ~ I I I I' I I I ~ ~ ~ I I I I I I I ~ I ~ I I I I I l I I I I I I I I I I ~ I I I l I I ~ I I I I I I 1 1 I I I I I I I I I I I I I fi C I I I I I I I I . X MQdifxed Psoctar ASTM D1557-98 ~ ~5tandard Froctor A5'['M Z7698-9$ Pracuu Lab rnax opt corr. ~lax Nv 1vo. densiiy+ maislure deatsity I I I SRP 5f8" minus (assumed pending proctar) M1388 I I 2 Inland Hawthorne C1,w A ACP {provided bY Inland} ~ 156.3 ~ ~ ~ ~ r ~ N[~IFiT . ~ ~ ~ ~ ~ - - r ~ ~ F ~ jWrff NaRTHwEsT, ENC. Rvyal Vista Job No.•. 5030066A FieRd Report 2214 E. Rnvezside 509-534-9711 Date: Spakane, WA 99202 509-534-9755 fax Page 3 D# ~ ~ ' ' ■ ' I3AI I FIELD REPQR'I' NORYHWEaT, IN+G ~ A[cnr.mziii 2214 East~vcmdc Spokatte, WA 99202 Prole.ct 1mfdrtnaUon Rroaed Name, Qate RoyalVista 712112003 Proleet ho: Repai No.: S03006$A 5A weamer ►ma I rM' aepmtn Time: clear, warm 9:34 1 Q:1 5 Glient Loca! Represen#ative ► phone nuftu qiamond Rock Cansbvctian Denms Crapo Gewal Crnntractor 5ite RepeSSritative 1phaw nuomtu Eller GOfpQrafiOn Karin Rinaldi 5ubantaft STI Ffioject manager 1phm neanbe' Bob +Graham 534-9711 Page No Qf 571 RqNwentawes on siie 1 2 64b Graham - Manpowu and Equonot [lse6 - Fiefd Ohservabom I asrived on site to check subgrarie densitxes 4f native material under the curb line and under the sidewalk along Vista Road. Bath areas appeared ta haVe been eut to grade and compacted rvyth no fill placed. B=use no fill had bcen piaced and also because afthe rcxky character nf the rnaterial, nuclear density testing was not necessary or possible. I used a112" 0 rod fA prabe the ccampacted areas and to cnnirm that they were firm and unyielding ~ STI Field reseratative STT I'no, a~ger I)ats THIS Dop1wFTf ANl7 EFER£NCEED) AQIDEHDA IIRE Td BE CANSIDEftED PtELiMINAFtY UPJTIL HEVlEWED +AiVD SlGHm Bl" 7HE S'n OOMSTRL3CfIDH ENGINEER ANDIOR STI PROJEGT MANAGEFt. (',OffESpQf1ifiRg QE$cief1cjl' Repat NL7 FieldRePaat.2 2 W28101 ~ LJ NOR'~ N~V2 v ~ - - °r ~ ~ - ~ 12 ~ 1~ ~ ~ • ~ , , ~ ►~''rj NQRTHWE57, 1NC. RCJ]IaI VlSta, Job No,. S030066A Field Repvrt # 2214 E. Riverside 509-534-9711 [)atie: -7 /Z_P o,' Spokane, VJA 99202 509-534-9755 fau Fage *2__0f_?, 1 I * DAI._ k FIELD REPO1tT NvRTHwEST. ING 2214 EBSf R1VaSWC Arrnan~*vn Spvksne, WA 44202 Prole.ct IntartnAar Pmjet IVatrte: DaW: fZC1]lal 'I~fSta 7/2112403 Project lilo.: Report NO-: SQ340S6A B Weaffw Anivai rffne: Deparbn rffw Cl@ar, $9°F 11.00 12.00 GIiffit l.oeW Representabre J ptone ntsrda Diamond Rock Canstrucbon Dennis Crapo reneral Car,tracW. site RWserdative►phone rtuMw dler Carporativn Karin Rinaldi SWxmntaft STI Pmjed MarwW f ptmm nurritw Inland Asphalt Bob Graham 5349711 page nb of sTI Represeniatives on sr6e 1 1 Mike Cunning'harrU 9%7195 _ Mwpmw atki Ecuonent usei - Field Observatm ArriVed on site te obser►+e, insPect, and test ccmcrete plaoed as 7'ype „B„curb and gutter on Vista Itaad with driveway eut at Sta 11+401t per plans. Curb and guGter was hand-farmed in steel forms and met Spaka,ne Courny Standard sheets A-3 and A-4. Concrete: 75°F, 4.25" slump, na vaater added, 4.7% entrained air, 1 set concrete test cyliuders cast. C ~ y ga'(v 'S STT Field Rcp ntative STT g Mana; Date TF{s oflGUwaff Alm RffEREISCED RQbaJ(JA RRE TO BE CONSIQERM FRBIAAWY l1NTIL REVI£WW RND SIGNH] 8Y THE 5'TI CQN5TRI1C61ON ENGINEFR AHQICsR 5TI PR(7JECT WMGER. CarespOnd'ing befdwrcy Report No: flam Rzp,nA 2 arWa= ~ l]Ai- it' TIELD REF(3RT - f~[7RTF~V1~'EST, INC ■ ~ 2214 East Riverside `Spak~ne, WA 99202 - F'mlect InkmaqQfl - Project Nam Dats fZD}f~l Vista 7129/2003 Project No. ReW No 503006SA $ weather Arrival rune: Depffh,re r,rre: clear, hot 1:00 1:30 Cfiert Lacaf RepresenhAve 1 phone number D'€amond Rock Construction Dennis Crapa Genesal Cantraetnr. 5de RWewtative P phrm numhff EIEer Corporatian KMn RinaEdi 5ubcnntrwtor 571 Prajed Managff ! phone numtw Bob Graham 534-9711 Page Na af STI RWresenta'hsm an site L Z Bob Graham ~ Marpower at►d EquipnW Use4; backhoe, vibratory plate roller, Wbcat - Fisld Qbservafrnns I arrived on site to check densificatian of suhgrade for the wideniug along Viska Road. At the time of my arrival, the existing asphalt had been cut approximately faur feet from the newly installed curb and gutter. The backhoe was used to remove the existing asphalt. Eller was working carefully to remave #he asphalt vvith rnimmuen disturbance to the underlying subgir'ade. Very little {if any} existing gravel was apparent. The subgrade was weTl watterad and compacted. The rocky natur+e vf Lhe soil prevented the use of the nuclear gauge, so I used a soil prv6e to confirm that the rrm.terial was firirn and unyieldtng ti. STI Field Repr6entatiVe~ STI Pr ~ect Mana .,er Date f TkES [7OCUNW ANC1 RE~NED AOOEM]A ARE TQ BE GONSmERH] PRHJMIINHRY tlNfR REVIEWED RPA7 SIGNED BY THE S`II CUNSTRl1CT16N ENGIMEER AM310R S'II PR{hiECT MRNAGffi C,aresp6nding Deficiency ReW No Fiela xepon va 2 912x+aI ~ ~ IVCII Tk P Gf~F~Cr~~~ r, ~ v ~R f `dN 1 ' - , z I y ~ ~ ~ r jVrj NOftTHWEST, iNC. Rvya f Vista Jvb No.: 5030066A Field Report P3 2214 E. Riverside 509-534-97I1 Date: 7 (ZeC/o -5 Spokane, WA 99202 509-534-9755 fax Page-?,Of -z- ~ I► * NC]~THWEST. INC D~I►1. ,I T I~+ LD REPORT ~ ,1L2 14 EBSt RIliEISIde Arrnrinn Spokane, WA 99202 - Proied Irkmmtim Project Name. , Date: Royal Ysta 712912403 Project h[o . ReW No° 5430OfifiA 9 Weattw Alriva! Fane Deparfure Tffne clear, hot 1:30pm 5:15pm CEient Lac,al Repreaentative 1pWrie mrrter Dianwnd Rock Constrwtion Denms Crapo Cenuw COntractDr Sibe Repeserktive 1 phone num6w EIler Carporafion Karin Rinaldi subcnhK;tix STI Project MarW 1 phone nwrdw Bob Graham 534-9711 Page nb of ' sTi Rwewratmes o, sm 1 3 Neva Reaarwff ~ Maqxmw and Equowt Uset: BACi[HOE,1FlBRATDRY PI...ATE CdMPACT+QR, BOBCAT ~-`Fidd {]tsevators I arinivad on site to check densi5cation of CSTC for the widening alang Vista Road. At the time of my arraVal, the existing asp3ait had been cut approximately four fieet fiom the newly installed curb anci gutter. The crew was placing gravel in 2'-4' 1ifts, and ootnpacting it with a ttand held , vibratary plaCe whacker. Checking the density with a nuc[ear densorniter shcawed #hat the campaotian did not reach 95°/0 of the optimum procter vatue of 143.0 lblft'. The crew brougkt in a secsond vibtatory plate compactor, which had a larger ptate. 'Me secand p'late cornpactor was mare eff=Uve for compacfion since the density readings increased, artd 95°/Q af maximnm carnpaction was achieved (see "Repork of Field Compactian Tests" for more details). Onc.e the first hft oF subgrade was campacted, anew lift of gravel was applied. 'I'he new kft appeared to te well wa#ered. Tbis second lift did ncit get oompacted, and crews wauld retum in the morning to finish. I was requeffted ta return ffie following moming io check catnpaction. K~/ ° STI Fieid %resentative S 'I`i je~t Manager Date Tr~ oor~~ ns~ R~~M[~ nno~n nuE ta eE cpn~s~eM ~aiMiwAtv ~[Hr~ ~snEw~n Slr,NED SY 7HE 5TI DC3N5TRl1CfIOAI fHGIHEER AFD1DR STZ PRO.lEC7 MANRGEi. . J Carespotdn9 [3aeficiency Repat Na. F,21aRep0ftvZ2srM01 2214 East Riverside . Spn3cane, WA 99202 ~ 509-534-9711 AW IVORlliWEST+ IW- Faa 509-534-9755 REPORT OF IIELA CUIVIPACTION TESTS Nucleat I►+Iethod ASTM I) 2922-96 Ilste: 7129l2003 Prnject Name: RoYaI V'ista iClient: Uaamanti Rack ConstructiQn Froject 5030066A Teehnkian: Neva Reransoff Field Repurt Na: 9 Ilensity 5til,: 47063 Page: 2 of 3 Moiatur+e Std: 141430 Equfpanent ID No.: 6064 Tea n~ ,►~e moi~ ~ co ~~bo, P~ R~~ Qr N9. y sz+ El~~ ~o ~~~mn ~ nr tvo. 1~ vsta Rd 12+70 1 +3' 1 i4a.s I 5.8 1 B6.6 1 z I95 ~ Qs ~ Y I 2 ~ vga Rd 12+25 ~ +3" ~ 152.9 ~ 6.1 ~ 136.4 ~ 1 95 ~ 95 ~ Y ~ 3 ~ V'LstaRd 11f75 ~ +3" ~ 148.4 ~ 5.7 ~ 135.4 ~ 1 95 ~ 95 ~ Y ~ 4 ~ V'ista Rd r 1+24 ~ +3" ~ 147.3 ~ 5.9 ~ 136.1 ~ 1 1 95 ~ 95 ~ Y ~ X ~ MaMed Proctor ASTM D1557-98 Standard Pcoctor ASTM D698-98 Proctar Leb ~~~on niax apt cm. Max No No. dw-siry mnLstuets density ' r~ Lwo ~ sRr 5/8" miIIus ~ 143.0 0.1 2 ~ I N I ~ M I 1 ~ . r ~ ~ U N RT . ~ 1 ~ i y ~ 1 1 ~ v / 1 ' 2 ' - . ~ ~ ~ r ~y+~--[ rr j . ~ ~ r~- Awrff NoaTHwEST, iNc. Royal Vista Job No.: S030066A Fiefd Report ~ 2214 E. Riverside 509-534-3711 C]at8: --~/2q]03 Spvkane, WA 99202 509-534-9755 fax page i Qf~ T DAl_ 1 ~'TEL~] REPC3RT STI NC~RTHWEST,INC 2214 F,aqt Riveaside 5pokane, WA 99202 - Prolect Infdrnation Praject Nwme: Daw. R~~al Vi~ 713012003 PropCt Na : R,epixt {Va.. S03DflSBA 10 weatrw AntM rune oepmtuTe rffne: cclcear, hot 8:15am 9:00am GGent Local Rep-owntative 1phone nwba Diarrwwnd Rock Canstucfion ❑en nis Crapo cewal C,ontractor site RwSentative ►phow noibff ElEBf CorpOrAOFl K8f111 Rlnaidl StI)contrsctor 5T! Rrapd Marajor 1 phflne Rffd)er Bob Graham 534-9711 Page No. Of STI Repremb&es an site 1 3 NevaRezansoff - Manpower wi Equiprreent U" , IlIBRAT(3RY PLATE C[3MPACTOR, BQBCRT a - FieW Obsrratisms I arrived on site ta check densificaLion af CSTC for the wtrlening alang Vista Road. At the time of my anriral the crew was placing grar+el to achieVe a smooth gade of 2°/0. The crew was using a band vi6ratary plate r.ampactar to compact the tap 3" lift of gravel. The gravel was sprayed with water axtd appeared t.o have adeaquate rnaisbure. Testing the CSTC vvith nuciear densvmiter showed at least 95°ra of maximum compaction of 143.0 Ihlft' was achzeved tse.e "Report o£Field Compaction Tests" for more de#ailsy ance compacted, the top lift was 2" be1aw the wp of existing asphalt. STI Fiei R . ve STI Fro,ed er ~ I?ate THIs OOGIlMENT RND REfEREfB(O IUDDENOA ARE TO BE COPSIDEREI] FRELIMINRRY 4JNTL REVIEWEfl AHI] SIGHED BY THE S`Il CON57RilGfiOH E1dGINEER RNDiOR 5T7 PR4JECT MANAGER, Cwespmdng [1eflCie~ Report NG: Fwld Repmr v2.x s/Y8J01 ~ 2214 East Rivers'rde Spakane, WA "202 509t534-9711 NQRTHWEST, IWI Faa 509-534-9755 REFD1tT 0F FIEELD Cf1M~ACTIa1V "I'EST'S Nuclear Methad A5'TM D 2922-96 Uate: 7130i2003 Project Name: A',+oyal Vista Client; I7iarttond Rock Gorjstructinn Pro;ect #c 5030066A Technician: Neva Rezansoff Fie1d Report Nu.; 10 Densifiy 5ttL: 46950 Page: 2 of 3 Moisture Std; 10442 EqufipmEnt LD Nor: 6064 ',i'esP Dwth A~ Wei Msnshuo Dry Mauriel Compacfim Pacwt Meet& Iteum of No Location SC'r EleV8hon % 7~ ~ ~ ~npsChe~D ~ DT No I I vESra Rd i i+25 I-1-6- I145.7 I7.3 ~135.8 .1 I 95 I95 IY I ~ ~ VLsta Rd 11}40 +6° I 142.7 I s.s ~ 135. i L ~95 I95 ~Y I 3 ~ ViAU Rd 12+00 ~ }-6" ~ 144.4 ~ 5.8 ~ 136.5 1 ~ 95 ~ 96 I, Y ~ e 4 VisU Rd 12+60 N +6" ~ 146.3 ~ 5.7 139.4 ~ 1 95 97 Y I 1 I I I ~ I l i ~ I I i I I 1 I I I I I I I l I I I I I I ~ I I 1 I I I I ~ I ~ I I I l I ~ ~ I I I I ~ I ~ I I I I I f ~ I ~ I I I ~ I I I ~ I f I I I I I I I 1 I I I I I I I I I I I I ! I I I ~ I I I I I ~ 1 ~ I I I' II ~ I I I x IModifiea Proctar ASTM D1557-99 I Istandard rromr ASTM ID648-9$ , ProctQr LAb Descriptian nsax ogY carr. Maac No No ' density moispue density 1 ~ TODO SRP 518" mtnvs ~ 143.0 ~ 0.1 ~ 2 ~ ~ M ~ ~ , ~ r_ ~ ~ NCi Vi ~ V r~ , , c+ r~ 1 - ` ~ 'i.r ~ - J ~ jWTINQRTHWEST. INc. Royai vista Jab No.: s030066A Field Report#: 2214 E. Riverside 509-534-9711 Date: -413Q 103 Sgokane, WA 99202 509-534-9755 fax Page 3 Of 3 I - FRa~: ZTM G'(6s00 TECHNICAL REFERENCE E l~ ji Z~0 3 perFornnance Surety Reduction A7TACHMEN? 3- F1NAL CERTIFICATION CHECKLIST (SAMPIE) Ro y a I 1570L , GottNicaba Head Lstter. StatemeM oi Intent Uo certihr #►e projact ' PE Stamp and Slgnature. ~ Roead Orawlrsqs Mrlst Drawlnqs: ~ ~ PE Stamp and Signature Lettered ceMficWion slatement (9.10 Spokane Cour+ty Standards) Ol~ Proisct Dacuerwnts: ~ pafi,y Ittspectton Reports: Rela Repam: _ O K inspection of Asphait P": 100% On stte irtspectbn durirqpaving. _ Qq Compacdon Reports: , ~ Sewer trettch Ilfte. Water trencfi CiR,s. ~ . , Utititv trensh NHs. I Crushed Roclc URs. ~ I ~ Ln lL ~ I MaUtial Doautturns: Ftold and Laborttmy 1'ests: ~ F~td T~st t.ab Test ~ ~~1'd'°'°' [Oompaction) mp. Alr Content, ~ Conaete: " p.) Break Test) Sub-Grade: ✓ t3radation, Practor) , Gushed Rock: mpet~n. Oepth) ✓ Gradation. Proctor) a1C V m ~ pacWn. Thidatess) Rice. Gtadation, ON Corrtert) . Q ~71 On SI141 htspectfans Of Orafnap tbnis: DrYwelts: ~ v ' Gutter Inlets: 1 ✓ , ~ Cuivetts: ~ , ' Sidewafk Vaults: ~ i Drainape Ditches: ~y vo( Other. ! Incomirtg ! Qutgoing Corrospandenm: r~ • (This is a gWde pne ot reQu+red doaiments, but not Ifmited b,1or final ceAiflcation.) 4 Spokane County Standards Page E- 10 Aprt! 2002 , , ,"~~NvRzHwEST, 7NC. 2214 E Riverside Auenue Spokane, WA 99202 P 509 534.9711 F 509 534 9755 info@sti taor#hwest. cam Constructian Certification Package for Royal Vista 0 ~ Sri ~YLJ~lTI"~YYGST, IN~r. ~ Geo#echrrical, lnspecfions, JVlaferials Tesfing €}ctaber 26, 2003 Project No S034066A CLty af 5pokane Valley 11767 E Sprague AVenue Spakane Vailey, WA 992(]6 Attrt: Mr. John Hnhrnan, P.E. Re: Rayal Vista Canstruction Certifcation Package Dear Mr. Hohman: Please find the fallowirsg infcrrmatron which is intended ta be used by you in the certification and acceptance process for this project. T A three-nng b4und set of inspection and testTng reports fot the wark consCructed. Included within this binder are the foll€awing sections which documen# the scope and nature ofthe inspection wark pravaded. A. Correspondence B. Test Reports C. C}aily Reports 2. A set of original rnylar dra►vings stamped "Record Th-awing." Tt should be understgod that this subrnitta] provides certification for the initiaily canstructed iterns associated wFrth this praject. This certification 4nly ianplies that the items shvwn were subsTanttally bui➢t as designed, and only va]id the day the as-bui]t survey and uisual certification were performed by this enganeer. This certification makes na guarantee that otYier canstrucrian activities assaciated with overall plat huild vut such as hvme builders or new hame owmers have nat in fact dislodged, destrayed, filled in or in any manner affected any gf the ttems certified. It shQUld be noted that this letter does nat relieve the contractar or developer from the vvarrarities implied within their bonding doGUments Should you have any questians car Gomrnents related t6 this certification package submitted please do nat hesitate to call. 5lncerely, STI Nor e ~ 1 have revievaed fhe carrstruct+orr and to my - knowledge firad it fo be Paul T. Nelson, P.E. in substant►al 37228 Seniar Geotechnical Engineer confarmance wrth the ep,proved cartrfied prans ~~►{p~~, 76 Cc. Dennis Crapn, C7zamand Rack Construction and St8nd81Cf Roya1 Myhrc, CLC Assaciates 5peclficatrans except as file noted." ~ E(P1RESt,If^)-Y -a3 ~ 2214 East Riyerside Avenue • Spakane, WA 99202 ■Phvne (509) 534-9711 • Fax: (509) 534-9755 y 5-20-03: 9=50AM:SpoKane COUntY Util :509 477 4715 # 2/ 2 So3Q066 A ~ - - spmco wasta~ater 1121007 e E„pire way spoKane. wn 99206 Tet 509 4T7.19B4. Fme 509 Q).6996 Inspection-protocoi ~ Work ft. ~ Weather. ~ ODemtor. I sesUormumber. ~ Sew~a~: OSJt]12~~ Presenc I Truck: .307 I Camera: ~ Pceset I Cteaned: ( Grao : u I ~ Sbeet: eaBemeM Mapat NW. 827I11.3N TOwn: epoitane FIEelI: 1429 MH: 83111.3N SAtsLOO. easemad - access ok Tepe 0: 1248 g~iontengtk 263.2 R Reason for inspeaion. Vre-Pave InspetUon 07artieDe~ 8' Secfton Type Wastewrater MaoeriaY. PVC Length: PfoteebOn: Gtid: 18542 R~~: Rerfmrk• 1:625 posWon code observation courner photo grade 8 Y11~ ) 1 ~ I 253.20 MH Fnish suivey @ mh 00:10:29 0 030572P►ePare.mdb oaae:l _ IT -'5-20-03: 9:50AM:SOOkano County Util :509 477 4715 #2 nL:. 03 02:29p _ northwest 509 53, - 5 p- 1 Fos1-if FaxNote 7671 ~~~01-1?~0.~ aa ' f tpagas SPOKANE COUNT T° t3tt-L Fram t3or3 &PLaKo.~ WASTEWATE Cc'oe°'~o lco. s ,-r INSPECTION ~~tl Fa~xne9~3~'ti~ f ( F2x f 477 - 7 A -i 6S . . . ~OATE: S' / 7J o 3 FROM. STr rJcc-ruwc~,sr / 1.30(_3 &Iua04AKk RI1 PROJECT NAME: ,c► t, i/ t,S r--,e,, ' Q ~ PROJECT , N SY FOR: L RE-PAViNG T.V. INSPECTION ~ CHECK HERE FOR RE-N tNSPEC710N ` Optwnaf itupeUbn, unless olAetvrtse requestea wa tnctude lhe same u Dost pavintj irisPecfron. t 0 POST-PAVING T V INSPECTION 1:1 CHECK HERE FOR RE-TV INSPECTION ~ Requimd inspeewn pr'ia W aaxPmnce. mdvdes comyieto vdea mspedon of a0 6nes 1ar. 'e%anfiness 'stub btetrons tidenirfymg anyldults cr. POST-PAVtNG MANNOLE INSPECTlONS ~ PEClALINSTRUCtiONS: dI~o3 6,C.Af(AH~ ~ 'Z-t__rj'c.. t(y A DVA M G .7 r e r- ,.i s u,c~= L4 c~..sS s r,o tVr~_w Q . ~ ~ CONTRACTOR: BIC.LItVG AODRESS: , ~ (if New) FIEID INSPECTOR RADIU NO.: ` . (include drawing ol ali hoas and/or manholes repuested) TIIVEROUTE . . . . . ~ PROJECT NAME: ab, W~L %A SMA ACTiVITY#:4543-5 JOB#: rJOVI PLANNING #~JL=- ~~S• dZ ATTACHMENTS: ~ DRAWIIVG OF REQUESTEb IZDRAWINGS AT AREA UdCLUDlNG MANFiOLE (RS f--DVASTEWATER ANO 1/4 SECTiON AtS OPERATIONS FIELD OFFICE DATE FORWARDED: 5• S-03 8Y: &~Lj OATE RETURNED: STGPHEPEAND RCUTE . UTILITICS . . OPERA DONS' ISSUE DATE: FILE NO.: ~ JOB NO.: VHS TAPE NO.' ASAP 0 WHEN POSSiBIE 0 OTNER: AI?DiTIONAL INSTRUCTIONS: DATEC01d1PLE7E0: OPERATOR(S) f?..(,o -If; White - Utilities YoUow copy - Conslrucbon Revis°d 311010a G ~6 ~1_7:'~ a.v~oa•S:^~v&r.'v .tiU-d ~ EOs. I, 1n f.lunuo ' 0'5/12/o3 15:41 FnX CLC AesvClaies. Inc. Y srr NvRTHwEsT 10002 MAY-92-03 MOH 104 PM 5PK TY WTR 3 FAX HO. 50F '4 3760 P. ~ SP!]KANE CDUNTY WATER QiSTnICT NO. 3 P.O. p4]M[ 11187 SP4ICANE` WA 9921 1-1 187 (509) 536-0121 . Fa►I .iL'O»; i ~ CC: 1_iSt Irr:tia4 ' FA]t TRANS MITTI#_ SREET ~ . ~ ~ . DATE. TO: R C) y RL-. C4MPANY. C? 4 c I~~c>0 0 TF~', FAX NUM BERc, -t$ 6 e) r` G 16 4q' PROM. ~~O-RGE 43F,-F 4 A 0 YA Z- Y)~TFl W`ATiEK m0 1~ EXT"~N FAA NVlflBEM ++-3760 TYYO T1 200 Go P'y p'f C[]MMENTS., U~T7C=R C~AF o ~ e_ . Gre°-r9e- NUMBER OFPAGES '2 (IHCLUDING TH1S SNEET) 05/12103 MvN 16.e2 [TXrRx NO 5057l " C5I12/03 15:41 FA& CLC AssoCflates, Inc, -t STI NORTHKST 0003 MAY-12-03 MaN 3:04 PM 5FH -''TY WTI 3 FAX K4, 50° '14 3760 F. 2 ~ aPOKANF- CDUNTY'WATER f3i3TFUC7 Nv. 3 P0, Dox 11187 • 5p(*ame, Wa5hingtan 99211-1157 •(5p9) 536-0121 • FA?L (509) 534-3700 May 12, 2D[13 Dennis Criapa 15321 E AlliSSton V+eCacial0, WA 98(}37 REF: RDYA'L 111STA VYATER MAIN E7CTF-NSION 1WO #200226 Dear Dennis Crapv, 7his letter is to lrfbrm you that the water main wtensian ofi o9Virta Rvad • lWO# 200226 has passed #he hydrvs#stlc pressure test and the bactetiolog[cal water quality analysis. The effectirve date +s 5J1 2IQ3. Upcw+ raceipt of a one year rnalntenence bard, record (as-builk) drawings #his main extensivn wiil be acceptad by SGWa#3. Wfa#er ser►rice will then be pravided to the irdividual prapo#ies vuith irentege alnng the avatar main aflar all appiicable caru+er,tlan (ees and meter charges have been peid. If YDU have questions vr need additianaf inPamnation, please contad rne at (609) 536-0121. RespecffullY, Czaorge F C~eaeon Dffir„e Engineer 05l12I03 Sd1Y 15:02 ['F`g/Rl NO 50671 , . . . . : : . • ~sne d~senQr N^_. ~ _ . n .n, •r ' ~ ~ -e~~enene4"v e e~se esa~c ~er_~ SClLSL~~! EL'C~.4-iu i ^v~~ !~~rv~a ~ ,a,~r.: r ~ ~ ~ , , . ~ ii.i ~i i ni ~l QCLCE ~L GGLc w=a~ ~ ~ ~ ~ G a~~+s_ ~:~a~ .C~~'!r6+ ~ . , _ 1t ~ ~ ~-~.~•ti ~ n ~tr~ tv,._:a«a ' v ~ ~ INJf*CGfi • atG_ 6f fYW TYR Fv~Gi►,~ ~;aT~! :.3p.~..C.rei~uE t iBAJ• F ~ • e • c ~ ~j .c3.9 . . al 710 y ~ . f: P'I~~-~ii~iS►~t`t~Y..~bnTE:~,,,5 ' c . . _ _ . ^ ,.,.4~~_ . • _ . _ . _ _ . . _ ~ . ~ ica ~.R R~'e e~4_. ^^.r.r~~ • - .M~f ~ . MG(`~ ' nc'~,v~trc~.: . • A_~ ~ i G I crvrrn~ryffl• ti- - . Q ~ AaDAE'SS:_VI~I~► • INIFRIOR PWIdBIKG ~~'Oa BS'~4'~7 I r?~ F'1~►Y ) PARC0. Na:. LOT: Bl.K: V'nu ~ N/A i! • D1S1RlCT/SUB_OlY • ~ t PP.~CT Na p - ; ; ~r6 :N ~ . . ~ ~ nC1tYC0{f1C► t1OV CC4C6 f!rMruC/`TftN 1. 1 • ~W ~{EiiiSiriu • iiuii r10Cn t1 A6 7YWNFf`1fAYJ V1c ~ ~ JlRV4~VK~. 1 1f C: l~.A~ . ~ - - - • - C ~~p ~M nnv ClY~' ` cY l,.~~w~: ou ~.~~n ~,c~o~~^rv.t ~ ~ J~~ ~~~\I~JYOR U~\~ dF~I~AA~ Y~WI~V IAMIIT nexueniilu. . MIAINWIE (PRIVA T-IN . . ❑ PENDING ❑ UVE . . F'vuewi.c`w U ix.e~u w i ui;iE /NUNE TAP ~ ~E~IK4,!l~.L ~ 1~i~IQtEtA1. MlWUFAClUREO HOME PARK \ ~!Q-"~t~ D ~ n eu~ss OQ °y - TV~I W r,,;T ~k~: ~_nA ~p 1 IC 10 HAOA~~v N~~ {N ' 1 .~~QGf~~p y~f" ~ ' ~ • ""'~a~ " : i Qrra-oN Don~' t~. r.o~~~sr~l ) _ - - - Ewsv sE,i~ U'~ ~ ~]FO'+LOL:-tlP ~ • • v►iii :Ir► vpLV? EASENE1'~T A~~T REOU1REb4 •Q~ C~1~~~ '"t... bRW~£LL ~t'1 w~mw~rw P r v.ns~~rv•••n• I.Jvr~ l ( oc u r ~ 4~O w~°• ur="~ ui~Gv'~www u~`'eeT~un~en eroc iwuicr•~+~v.i i ~n ro ia~r ~naaa~n~e~ A BbdCiNATER VALYE/BQIN ❑YES ~~N/ ~8 u~~~!'~ ~ •,..~..A...,. ~ TANK(S) ABANOONMQIT INSPEC110fi: ~ ~ ~ o~ae~cr: O~ p~aN ~ ~ COr1Ff C ~ NT AfENiS: ~{l. &U.t~?+ ~'.~2~~~ro,L MR m4p1NOt.~ GITC W'• • O.P. EDGE OF PAVEIAENT GAS 1dE7ER `7 ~ f ~~~L ~j~u.u.tG ~T~A'S•'' ~ . . .wA~- Mt N , , ' ►~1G-~Y MA.N WtcE +,.crr axr) 'aXMocn ~ • '~'l~p,~s ~ c~i~tiN NF~ M. N. as 8• {~vc. . . ~ R ~ _ E~~,,~e ~ P6 ~i Pcx.E . • ~ ' ~ ; ~ ( . ~~03). ~;1 • - "jt5~~~ ; • MnMaE- (Q sYCRM nRaIN l~ ~l~a O 7aR,f}°.W,c.~ir.+0•~¢ VAC.a+,►T LoS orJ j ~ SoitYFi 5i0~- 6r ~3. 11 o Q ~~yt'~ t~laa~• ~ ~,~o t~t~' , a HYORANT - ,~n" ~ ( s• I • 03 . • Q LOT 2 m4~~ - '*s~ a l'►-• ~ / ~ . , 1,. fB.L. BUIIAING UNE 1► ' soaea ~ or s~ tnre „ 7-444 u,e ,~,u ~s .n~►,~s ►023 v1SrA /~y 9DEWN ~y . ptj~iri ~Z CAST iRON . . ` 1104 VlST~► ORANGEBURG I ..nti~ ~ • Ililrit I ~ . ~ a Rw 5~ ~T ~SIRiCT al , r v,'~ ~ • ~ M.D. F{EALiH ~ ~ ~ ~o FouNoA~or~ ,`+~A% 1 ❑ COPY'TQ 8 & CE ' v&'' ~ D coPY m. HEa.n~+~ oist ~ o D o~s: ~ ~ ~ , ~3► 5' . ~ ~ s ~ (}"p~~C 1i~ ►rJ~Goa,~ mow ~ wys4'1 `~~'•c~) . , ~ ~ o~ . . • s~~► R~ p04 r~ Afl~ ~ ~ f - ~9;..,......_~. ~.,.~..a_.~_ ..-~-.~...~,.dlE~kll~►Rlseer ~el~a« ! ~f Qenef~se~Aem~s ~ae3~e3~a.e$ ~ i e~a~asw, ~ ~.rrws ~ ~r ■cxoro r a~ r M.uc~a~ rw~~r~r rr~rr rar s ` Q c o n c F'I'~E T'~'G a 4" e'YC ~1--^3".~i PV~. ~7-•.7U34 aTriC.R ~ ~ fRFr,p~r'T ►Tn1'~' - ~d~I ~~L1/1 ~uCacrm~ 'CA, nc' e . • - . . _ ! E ADLlI+~C$S : ~ • ~ ~ [+°f ,~r w r'1r ~ 'a~ G~~ACTOR . ~ ~~7 C► ~ ~ ~ ~ ~ f/ 1 k ~ sEWEFt DIrnaicTfSUg-D,v.: t-r-u .rG EL, N.sa n} s PARcE. NQ. : 4--5 r LoT : gLc E3iTEFttOR iAFSPECTION IRIM ❑NQ Ot3RY ~OTHF-R SEWAiF rA'wXa3MFRf0 aRarsnnesrn p [1'tr5 rlr.LM NNIe u n 'M:c rer-rrr:csrai rl raseeuRSrl ~ ~ ~'riF:~iS GnTE: C7E1TlqEEIGY TAf'~C: ~0 ~OT~:C~Ft°. ~~S'~~,`r.°. 'mC{&5~f 8Y: ~ C^:;T1iAC3o~"' R3 TL• ~ i~ aw I~CldlllAlf: ~ 114~~ i ~ i.• w..~sn. a...~n.~~}v ~ 3 • ~ v ~CiJ:G:~[~AL ['i:ui isc`r': ❑ ~`ir^•~•°••iiu oww . t{J fittir LlW IV ~FGI1lAi~iL1AMl7 PIYr"f j~„j YC:7 117''~: ~2/'!hl YVi: w ; EA~IENT 14GREEi41F.~7T ~tEGl1[Rm? 1TRCHED kOd.D HAItMLESS AGRE,EMEN'f [I OtAAIGF$S9URGJOUPLE% Cl `CRIPI.EIC • c'sCZ• rALUr.-c DaTE , , e ~ ti~ I ttSl Gh'WWWli C~ VNlVG dt3vVY 1 rffl ~3 r5 ~ e~3 sr7f s ~~c ssua N ❑P. EDGE OF PAWMMF-NT l' u3 ~1 f~~ r ~',/if~~~~ E El.EC'TRtCAL d r ~3 ~o~f ~ f ~ wn~R ME~ ~ ►kh } I aLEANcLJT POMIER ROLE O AkANHQLE ~'1'[5F'! C. o. M ~3FLAiM HtrDR.+ah~r ~FIFEf2LiNE ~3~ ~ ~iNG urrE 4t 1145 ~ ~ ~ /IN SpE1NAT~K { - n£PnH a. CAsTIRorr O.S. oRnNcEBuRc F117ING M.D. HeALTH DIsTRIcr ~K-u 45 0 cowY ro sLoc /PLaN ~ . . ❑ cWY rO: oWNER ~ C] aTMERs: ~ NoRTH ►uRRaw ~ M 4 N \ t 5 Tf~ 99. ~ , ~ I` 1 45 . 140 735 l aboratary ID No. 1000 0.0 Descriptian of Material GSTC 13fl Test Me't~ IpIST~V! D765T 1Vlethsd C 125 TEST RESULTS 143.0 PGF Maxirrwm Dry Density 124 [3ptimum Water Content 8.0 % ~ ~ AT6ERBERG L.iMITa ~ 115 ~ LL PL PI ~ 0 190 Curves o# 100% Saturation for Speafic Gravity Equal ta: L~LA 2,8i3 105 NI N 2.70 2.60 1oo s~ ~D ~ ~ - ~ 85 ~ 0 a 10 15 20 25 3{} 35 ~ W{ITER COTffEAfT. % ~ - ' IVIOISTURE-DENSIIY I~ELATEONSHIP a PfQjBct Ra}la! V'~Sta ca ~ Lacation; t~ista rci N£3RTHINEST Nurr,ber. 8030066A ~ , ~ 145 140 135 LabaratQry I[3 Na. 10" 1.0 Deseripdan nfMaterial ~ ~ T- c, 130 AS71~1 D1.'~aT MetFtad B Tes# Methc~ 125 TEST RESULTS Maximum'Qay Densiiy 137.5 PCF 120optimum Water Conten# 7.5% ~ ~ ►a►17ER8ERG LIMI75 on W 115 1..L PL PI ~ ❑ 110 Cun►es of 100% 5aturabon fnr Specific Gravity Equal ta: 2.80 105 - 2.70 2.60 100 95 ~ 90 e ~ ~ - 8 0 5 10 15 20 - 25 30 35 v ~ WATER COTITEFIT. % ~ MOISTU'RE-aE'NSITIF RELATi(]NSHIP a Praject: Royai Vista ~ Locativn: Vista rd ~ T ~ ~~~J NORTHWEST Numbee: 5030066A ~ i tJ S. SEEVE OPEHING ItJ M. J k U.S SIEVE NIAuffiERS 1-fY0F3OK%7ER 8 4 2 1 1t2 S 6 101416 30 50 100140200 3 1.5 318 4 8_ 20 40 ~ , 1 95 - . - [IRL111 I ' ' go-- I-~•----- ~ ~ •-----I ~ ----~--I 85__ 1 f e~___ ~ ~ G ~ ` ~ ~ ~ 70_-- ~ ~ ~ ~I l ~I I_~_ I I I 4 P~--~ ~ -_------~-~I ~55 . - m I~ ~ 1 I I I l I ~ _ry--- --a--- ~ 50-,i ~ [_~----~I 1 ~ ~ ~ I ~ ~--P---~ z ui~-- a 1--~I il'•---- I at ~i ~ ~ -----~P I= I ~ ~ ~ '-1-~ -----~--I ,o I ~ - ~ - k 4,¢-I I ~ I• 6 l '-I Ir- ~ ~ I~= 1mf1 10 1 0.1 0.01 0001 GRAIN SUE IEV NIiLLIMETERS CQBBL'E5 GRAVEL ` 5AP!!a SILT QR CLAY ooame 1 fim 1 coarse I aw,ium 1 fift , 5pecirnen Idertification ~ Descraptimn af Materia9 ~ LL ~ PL j'PI ~ GC I Gu *1 1044 1.01 G ~ 1 11.56 142.43 m ICSTC LL 1.0 1 10.6$ 116.05 ■ I CSTC UL 1.01 1 ~ 1 11.59 138.22 5pecirrien Iderrtific.ation ~ Q100 DSO p30 I Q3O 1'%GraVe7l955and 'I %Si~~F%Clay ■ 1, 1 o" 1.01 19.1 4.993 0.958 p 0.11a I 40.9 50.9 ~ 8.2 ~M~ C&7°C LL 1.0 ~ 19.11 ~ 7.177 ~ 1.507 ~ a.477 ~ 5d.4 ~50:0 ~ 0.0 ~CsTC uL 1.0 I 19.1 M 2,867 ~ o.W4 I 0.075 I 30.5 I59.5 10.0 ~ ~ ~ ~ I 4 I I I i I I I ~ I I ~ GRAIN SIZE aISTRIBUTION ~ Project: Etoya! Vista ~ Location: Ysta rd JWTI NOFtTHWEST Number: s0300e6a ~ , ~ ~ Pmje.ct Na.: 5030066A Project Nwne: Rvyal Vista FrJ NORTHWEST Lab No.: 1001 Sample Date: 718103 Sample Lacatian: Vista Rd. CLASS `14' &'B' ACP LABORATORY TESTING RESU~LTS Gcadatian: (ASTM C-136 & C-117) Sieve Si~e % Passing Specification 31411 100 1 00 1!2" 97 90-1 00 318" 88 75-9Q 114" BS 55-?5 No. 10 38 3042 No. 40 15 11-24 No. 200 6 3.(]-7.0 Nleets Specific,atiDns: Yes M No ❑ Percent Asphalt by Weight of Mix: (NCaT Methad) 6.97 Rice Specific Gravity: (ASTM D-2(41] 157.2 u S. s1EVE OPEN114C3 IN ENC I U.s sIE11E A1uMBERS HYDROMETER ' 8 4 3 2 1S 1 1123f8 3 4 6 810g416 20 30 405060 100 140 "tw 100 _ - ~ ~I 96 111 I I--=-----I . _I ~-----_-~I k-----e--w~ 85~~ 80 ----~I ~ ---------~-I I -------I 75 ~ ~ ------~.I I~.----- --------I 7MO --~I I I ~ -.----~I I+-------I ~ . Y - - -.---,--I --d___ - ~ I G ~I ~ I 55--- s4-, ~ 'Ji 50 ~ ~ ~-------~.I ~ ~ ~ - ~ ~-------_I Z ~ ~ E----_~~-I W ~ I 1-.:-----k I------~ ~-------~I I.-------I 40 w~-- a 30---~ ~ ~ ___;_T_ 25_a- 20---I , 1g «~I i -•-----I i , - _ ~ °Y ~ 14 _°-~I ~ i --m--I i o _ 100 14 1 0.1 4.01 0.001 GRAlN 51ZE lH MILLfMEfERS , COBSLES GRAVEL ~ SANb SlLT OR CLAY coarse ~ fine ~ caame l medium I firee Speamen Ideniifir.ation ~ CJeSCriptian of Maierial ~ LL ~ PL PI ~ Cc ~Cu •1 1001 1.0 ACP Class A 1.81 34.47 MI CLA3S A LL 1.0 1.66 24.53 ■ l CLASS A UI. 1.0 1 1.35 136.87 1 1 1 -1 1 f Speament Identificatian ~ D100 D60 I Q3(} D10 I %Gravel °r6Sand I %Sift I °A6CIay ~loai 1.0 ~ 19.1 ~ 4.701 1.154 0.156 ~ 39.7 54.0 f 6.2 ~ MI cLAsS AU 1.0 ~ 19.1 ~ 7.023 2 ~ o.3a2 ~51.3 45.7 ~ 3.0 ^■l +CLASS A LIL 1.0 ~ 12.7 I 3.756 0.712 O.9 02 33.3 1 59.7 ~ 7.0 ~ I I I I ~ i 6 I ° GRAIN SIZE DISTRIBUTIDN ~ ~ Praject: Royal Ysta ~ Loca4nn: Us#a rd ~ ~ a.~~J NC3RTHWEST Number: S030066A ~ ASPHALT EXTRACTl4N - IGIdETIC7N METHDD CALCULATIONS sample + tare ~ 5024,1 tare I 3125.8 mass at' asphalt ~ 1898.3 tatal wt.afler bum I 4889.8 wt. Loss ~ 134.3 aggregate vvt ~ 1764 b9-b1(l peroent loss ~ 7.07 b101b9*1 Dfl temp comp ~ 0.08 calib factnr ~ 0.02 bitumen ratio ~ 7.51 b1 O1b19 *1 00-b13-b14 calib asph c:vnteM ~ 8.97 bt a1b9*1 Qa-b13-ta14 Report of Campressian Test Results NoRTHwEsT R~~orl 2214 East Riverside Report 'Qate: Spokane VNA 99202 Jvb Number: Ofrce: 4609y 534-971 1 Job Name: Rayai Ysta Fax: (509) 534--9765 Project Mansger: Qab Graham Specimen T,y~e: 6x12" Concrete cylinders ASTM-C39 , Mix and Field aata Cast Date: 7121l2003 Contactor +Winkler Concrets Plaeement: Curb artd gutEer on Ysta Road 5trength: 3M psi (M 28 Days Inspector: 0 lVlix Ia: 306066 Actua! Supplier. CPM Slump (in.) ASTiVI C-943: 4.25" IL..aad 1 at 9 Air Content ASTM C-231: 4.7% Truck 178 Unft Weight (Pef) ASTfVI C-138: MfA Ticket # : 355970 Concne#e Temp. (°F): 75°F Plant # : 3 Bilfc!! i7ize. 8.0yd9 MmbZeIIL 1emp. (*f V9*F Water. 0.0 gal tlVeather: Clear Asfmixture: Daravair Time patch Time: 10:44 AM Remarks: Q SammpleTime: i 1:15 AM Finish Tme. 11:30 AM , T'est ResuIts Actual BmBk Nomiria1 Area L.oad Strength $realc °►6 sv'f Lab # Date Rec'd Test Date Tlnte Age (days) 5ize fin') QtE) {pi] Type Req'd 1197 8 712212003 712812003 8:05 7 8x12" 28.27 89000 3150 SH 105% b 712212003 81'1 8l20a3 0.00 28 6x1 2"' 0.00 0 MA 0 1►1A c 7122J2003 811812003 0:00 28 8x12" 0.00 0 NA 0 NA d Hvld Break Types - (cN) corte, (csP) Cone spik, (csM) Cam Shm, (sH) srm, (co) coiurruw Re►►iewed By: , ' stributian G1ient: File: Proalucer: Dthers: 0 Report of Compression Test Results JFT' f110RTHWEST RePort # : s 2214 East Riverside Report Date: 7/21/2003 Spokane WA 99202 Job Number. S030066A Office: (509) 534-9711 Job Name: Royal Vista Fax: (509) 534-9755 Project Manager Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C38 Mix and Fieid Data Cast Date: 7/21/2003 Contractor. Winkler Concrete PlacemeM: Curti and gutter on Vista Road Str+ength: 3000 psi @ 28 Days inspector. Bob Graham Mix ID: 306066 Actual Supplier. CPAA Slump (in.) ASTM C-143: 4.25" Load 1 of 1 Air CoMent (96) ASTM C-231: 4.736 Truck 178 Unit Weight (pcf) ASTM C-138: WA Ticket # : 355970 Concmte Temp. (°F): 75°F Plant # : 3 Batch Size: 8.0yd' AmbieM Temp. (°F): 89°F Water: 0.0 gal Weather. Clear Admixtum: Daravair Time Batch Time: 10:44 AM Remarfcs: 0 Sample Time: 11:15 AM Finish Time: 11:30 AM Test Results AR:tual Break Nominal Area Load Stmngth Break 96 oi Lab # Date Rec'd Test Date Time Age (days) Size (Ine) (Ibs) (psi) Type Req'd 1197 a 7/22/2003 7/28/2003 8:05 7 6x12" 28.27 89000 3150 SH 10596 b 7122/2003 8/18/2003 9:00 28 6x12" 28.27 110450 3910 CN 13096 c 7/22/2803 8N 8/2003 9:05 28 6x12" 28.27 109235 3860 CN 129% d Hold Breaf[ TyPes -(CN) Cone, (CSP) Cone Split, (CSH) Cone Stear, (SH) Shear, (CO) Cohuruw Reviewoed sy: Aribution Client: File: Producer. Others: 0 Report of Compression Test Results JWrl Nc~RTHwEST Report 7 2214 East RiVerside Repurt Date: 712212003 Spokane WA 99202 Jab Number: S030066R OFice: (509) 534-9711 Jab Name: Rnyal Vista Fax: (509) 634-9765 P'roJect Manager: gab Graham Speeimen Type: 6x12" Conaete cyfinders ASTM-C39 Mix and Field Data 3 Cast Date: 712212003 Comractor. Winkler Concrete Placemenf: 5idewafk on Vista RQad Steength: 3000 psi @ 28 Days inspectar. Boh Gcaham Mix ID: 0 Aetual Supp'lier. CPM Sfump (in.) ASfiM C-143. 4.5° Lead 1' nf 1 Air Contertt A3TM C-234: 5.1% Truck 0 Wntt weight (Pcf) ►aiSTNl G-138: NfA Ticket # : 0 Concrete Temq. (°F): 75°F Piant # : a Batch 5ize. fl Ambiem Temp. (°F): 91 °F VlFater. 0 Weather: Glear Admixture: Q Time Batch Time: i 2:U0 ANI Remarks: 0 Sample Time: 12A0 a'M Finish Time: 12.00 AM T@st Re3UItS actual Breafc Norninal Area Lsaad StrengtA E3reak % of Lab # Date Rec'd 7est pate 7ime Rge (days) 5ixe (9n') tlbsI Iei,1 TYPe Ftsq'd 1212 ~ a 7123l20(}3 7129I2003 8.30 7 8x12" 28.27 90000 3180 SH 108% b 7123I24{}3 8119f2003 10:00 28 8x12" 28.27 110600 3810 SH 130% c 712312043 819 9f2003 1 D:{15 28 fixi 2° 28.27 110150 3900 CN 130% d FIoEd Break 7'ypes (CN) Crum, (CSP) Cone rplit, [CSH] Cone 51ear, {SM} $hear, (cD) CaCumnar ReViewed By: 'rstributivn Client: File: Pvaducer: Others. 0 Froject Nv.: S030066A Project Name: Royal Vista NORfiHWEST Lab Na.: 1049 rJ Saznple Date: 08i[]5143 Sample Location: Vista rd CLASS `A' &`B' ACP LAABUR,ATORY TESTING R'ESULTS Gradation: (ASTM C-a 36 & C-117) SEeve Size % Passing Specafcativn 31*" 100 1 00 1l2" 94 90-1 v0 318" 79 75-9Q 1I4" 59 v5-75 Na. 10 31 30-42 Na. 40 15 1 1-24 No. 200 7 3.0-7.0 Meets Specfica#ivras: Yes No [l Petoeri# Asphalt by Weight af Mix: (N+CAT Method) 5.52 Rive SpeciftG Gravity: (ASllM @ -204'9 ) 152.7 U.S. s[EVE OPEN1Nt3 IN INC}iES I U.S SIEVE MuMBERS I HYOR{kHETER 8 4 3 2 1.5 , 7R~ 3 4 fi a70 1418 203040 50 OD 1OD140200 11 195 T-1-Li - - I ' 90 I -•--~~.-I ------I 85 ~ ~ ~ 80 ---I • ~------I ~ ~ I,•-_--- ~ I ------I TO I - ~ ~ --------~I ! I ~ I--•--~--I I•-.----~ 65~-- ~ ~ I 1 I ~ ~ - ~ w 50__~ E U. 1-- 45__- z w _ ~ ,w _ a 35 : - ••----p-- I ~ ` ~ 30 ~:,t--`~~ ~------.~I ~ ~ I I I I _ 15 ~ ~ ~ ! - f ~ : ~ - p - . ~ ~ I ~ ---I 0 , 104 10 1 a 1 O.~D1 I 0[01 CRAfN 51ZE fN MILLINEETER$ {coBsLEs GRAVEL 1 sAva siLz oR cLAY ....e I ftne cwrw k medaum 1 rm Spoarrien Iderrtificatian ~ Desciipbon nf Material p L'L ~ RL I PI ~Cc ~ Cu *1 aIAs 0.0 I ACP - cbssA ~ i I 1315I as.sa mi CuAss A u. 1.0 I ~ I I 11.66 120.53 . j cLAss A uL 1.0 I I 1 11.33 136.87 ~ I I I 4 I ~ I l 1 l I~ specimen IdenbncabQn E ai oo ND60 I o30 ~ oi O I~GraYea %sand xs~ ~Clay 01 1049 o.n 119.1 I6.524 ~1.742 I 0.143 ~ 43.2 I 44,6 7.2 ~MI cLAss A uL 1.0 I 19.1 ~ 7.023 1 2 I 0.342 1 51.3 I 45.7 I 3.0 ~•I Cu+►ss A uL 1.0 ~12.7 I3.756 I 0.712 I 0.102 I 33.3 59,7 ~ 7.0 I l ! I I I ~ ! ~ GRA1M SIZE DiSTRIBuTIL7N ~ ~ Pra3ect: Rayal Vis#a ~ Location: Vista rd ~ JFTff NORTHVVEST Number: S030066A ASPHALT EKTRACTfON - IGNITION METHVD GALCULATIC)NS sampke + tare M 5746.8 ' tane 3076.'B mass nf asphait 2670.9 total wt.after 6um ~ 5596.8 wt. Lass ~ 15o ~!pre!nate wt ~ 2520.9 b9-b1 0 peresrtt !ass M 5.62 b1 01b9*4 00 "M comp ~ 0.08 calip factor 0.02 6itumen ratio ~ 5.85 b1 0Ib11 *100-bi 3-b14 Calib asph corH.ent ~ 5.52 b101tr9"1 0[}-b13-b1 4 PaoJECr Royal vista AV" NORTHWEST LABORATORY REPORT ORGANICONTENT 2214 East Riverside Avenue PROJECT NUMBER Spokane, WA 99202 S030066A (509) 534-9711 FAX (509) 534-9755 ASTM METHOD D 2974 COWNCi/iNTERVAL LOCATION ~ Pond ~ DATE ~ 8/28/2003 ~ SAMPLE LOG if ~ 1064 `PAN # ~ WEIGHT DRY WET DRY TARE OF SOIL WEIGHT WEIGHT WEIGHT WATER WEIGHT W/C 96 352.8 ~ 351.3 ~ 101.5 ~ 1.5 ~ 249.8 ~ 0.6 ~ AFTER AFTER BURN ORCiANIC CRUCIBLE PRE$URN BURN RUCIBLE SOIL COPITENT ID WIEIGHT WEIGHT ~ TARE WEIt3HT , 1 I 145.800 I 143.200 I 63.400 I 79.800 ( 3.3 2 I 231.900 I 229.600 I 159.8001 69.800 I 3.3 3 I 245.700 I 243.100 I 161.6001 81.500 I 3.2 ~ AVERAGE % ~ 3.2 ~ SAMPLED TESTED CHECKED REVIEWED BY BY BY BY < < , r o:stUforms2002/organiconteM 0 INSPECTION LOG Project Name: Roval Vista I~ Project No.: S030066A ♦ REPORT INSPECTION DEFICIENCY SOLVED DATE NUMBER INSPECTOR ~,PE LOCATION & DESCRIPTION Y/N REPORT No. vZfdu ss F NSTA(.I.ATIOe,( oF NlN T3/., N 1/3041 G 55 ~ MqNt~CEj,,,,,. ~ ~3~I43 S- (136 07- AG P PrETC (4 c 74 ✓&5 T tk r[ 7~403 0- +(p 7IZr(o3 s~ t3~ tJ T- c~~~Q ~ s~oEw~~re svr3~~cAOE. ~ -?[Z,~4 -7 c s~ p c_ wr~c.K CoNc~ ~T-E- c~f -7l z°t o ~3 ~ r~ i s G A c-o tc ~ vLs 7-A Fo 4-C W i o E f-( cl ~ S~f ~jOtrfq ViSTA~~ V.)~L~Eti1iNC~ N J lho I0 E) 1- 50-7 tqLONG V fST'R T'-vK W (~E-NrN Ci /V q,/S I ( /)IF, 'PT :A5Pkai-T :~~O~Jc~ V rS rA (Zo~-.D 1~bn cti?rD~iv~~ N SS=Sanitarv Sewer DT=Densitv Testinq C=Concrete SD=Storm DrainaCe NORTHWEST. INC DA_ i' FIELD REPORT 2214 East Riverside Spokane, WA 99202 - Proiect Irdarmation Project Name. Date: Royal Vsta 4J29/2003 Project No.: Report No.: S030066A 1 Weather Artival Terie: Deparhue Time: mild, overcast 1:15 3:30 Client Local Representative / phaie nunbff Diamond Rock Construction Dennis Gapo cenerel contractor: site Reaesemative / phone nwnbw Eller Corporation Karin Rinaldi Subcontractor STI Projed Marager / phone nmbef Bob Graham 5349711 Page No. of STI Representatives on site 1 1 Bob Graham - Manpaw and Equiprnent UsetJ EX400LC excavator, Mitsubishi 450 excavator, Kobelco LK850 loader 5 men - Field Obsenratiau At the timc of my arrival on site, the excavation for MH T3A had been completed and approximately ten feet of the existing 8" PVC sewer line had been saw cut and removed. Ttus MH is located near the centerline of Vista Road and about 131.5' north of the existing upstream manhole. All large rock an the floor of the excavation had been removed and the azea under the new manhole was leveled and compacted using a jumping jack. After several trials, the new manhole was set with what appeared to be good alignment with thc existing line. Screened native sihy sand with gravel was placed around the new manhole and the exposed sanitary sewer line. A'J' baz was used to compact azound the haunch of the pipe and a jumping jack was used over the top. The MH excavation was about 9.5' deep in typical valley gravel. One stick of pipe was laid to the west before Eller quit for the day. A level gun and pipe laser were used to control line and grade. The excavated area was not backfilled. n ~~✓GG~~~C/// ~~if ZBIv 3 . . STI Fieldepresentative/ STI Pr ~ect Man~ Date i THIS DQCUIuENT MID REFHtENCED ADDENDA ARE TO BE CONSIDERm PRELIMlNARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCfION ENGINEER AND/OR STT PROJECf MANAGER. Corresponcfing Dehciency Repat No: Fpld Report v2 2 Ma, 0 TI y 4 l)A~.~ ~ ~'IELD ~P(3RT i NvRTHVIlEST. IN~ 2214 ~t Rive~iae A,y.N,,,~,~ Spokane, WA 99202 ~ Proiect In#ormatian Projet Name Date. RU]fal VISta 4130/2003 Project No , FZeport Na ' S03Q0fifiA 2 Weaiher Adval Time• departure Time oV$I'C85t, W8CI11 10:30 12:30 Chent: Loca! Repnesentative 1 ph❑rre number l7iamond Rock Canstrraction Dennis Crapo Geneial Confraetor• 8ite 62epresentaUve 1 phone number Eller Corpvration Karin Rinaldi Suboantractor 5TI Praject Manager 1 phone numter Bab Graham 534-9711 Page No of STI Representahves an site 1 9 Tim ,]ahnson 954-7193 - Manprnver and Equipment Useci 1-Hitachi EX40OLC excavator, i-Mitsubishi 450 excavatvr wl sheepsfovt raller, 1-Komatsu WA 450 Ioader, 1-1Cobefcn LK850 Ioader, (on standby), 5 men Field Observations At the time of my arrival on site, E11er was compaccing backfill at sta 1-i-75 - 1+54 using a sheepsfoot raller. The contractor had a firehose nn sate and was using copiaus quantities af water to wet the typical Vailey gravel. Eller also had a crew placing 8" PVC sewer main line at sta 1+25. A Jumping jack was used ta compact the bottom bed af the pipe, and screened nafiive silty sand with gr'aver was placed around #he pipe. A'T' bar was used to aompact araund the haunch of the pipe. ' A leuel gun and pipe laser were used ta cantrnl line and grade. Racky soil conditions prevented density tesnng using a nuclear densameter. A hand protse was used tn canfirm the backfill was firm and unyielding, ~ ` ~cdl - Z(7/' STT Field R4yesentative STI Pr2t Man er T]ate THIS DOCUMENT AND REFERfNCE9 A6DENDA ARE TO BE CANSII7EREa RRELIMINARY LlHTIL REVIE4YED ANQ 5lGNEd BY THE STI CAN5TRl1CTI0N ENGINEER ANDIOR ST[ PRD.lECT MHNAGER. Corresponding Deficiency Report Na. FieM xepo, yx 2 srssrni NORTHWEST, INC DA-L _.'FIELD REPORT .'T/ 2214 East Riverside Spokane, WA 99202 - Proiect Infortnation Project Name: Date: Royal Vista 5/6/2003 Prajecl No.: Report No.: S030066A 3 Weather Arrival Time: Departure Time: Overcast, warm 10:30 1:30 Client: Local Representative I phone number Diamond Rock Construction Dennis Crapo General Contractor: Site Representative / phone number Eller Corporation Karin Rinaldi Subcontractor STI Project Manager / phone number Bob Graham 534-9711 Page No. of STI Representatives on site Tim Johnson 954-7193 - Manpower and Equipment Used 1-Hitachi EX400LC excavator, 1- Kobelco LK850 loader, 2-utility trucks, 5 men Field Obseroations Arrived on site at the contractors request to observe air test of 8" sewer main from MH T3A to MH T313. At the time of arrival, the contractor had the bulbs inserted into the pipe, but was havmg trouble with their truck mounted pumping equipment. After minor repairs, they attempted to pressurize the pipe. It refused to take air. The contractor determined that the side service at approx 11+60, had been pulled out of the joint. After Eller made repairs, the pipe was pressurized, and held air. Once backfilling was complete the air test commmenced. The line held 41bs for 14 mmutes. Passed. i ~vLv► ,t~~ / _Ja~l -~~1 ~'43~~ S/Z 8/0~ STI Field Re esentative STI P~/oject Map~ger Date THIS DOCUMENT AND REFERENCED ADDENOA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIENlED AND SIGNED BY THE STI CONSTRUCTION ENGINEER AND/OR STI PRQIECT MANAGER. Corresponding Defiaency Report No: F,eW Rcpan .2 2 ansroI A[R ANO MANDRE'L FIELD TE5T RESI,lLTS PRaJECT IVAME. Royal Vista STI PRf,],JECT NUMBER: S030066A NDRTHWEST REPORT NUMBER: 3 2214 E. RIVERSIDF, SP❑KANE, WA 99202 ❑ATE: 516I2003 509-534-9711 FAJ{ 549-534-9755 TECHNIGIAN: Tim Jahnson PAGE 2 ofZ~3 LOCATIDN MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS aVlanhole to Manhole DIAMETER DIAMETER LENG'TH DIAIVIETER LENG7H ! FAIL (ta 114 inch) (inches) {feei) [inches) {feet) (Minutes) F59 T3A ta T38 I NIA I 8 ~ 265 ~ 4 I 90 ~ 14 y 3.9 I P E No rriandrel test I I I i I ~ I 6 i l ~ I I I I ~ I i I I I I I I I I I 6 ~ i I I I I I I I I 1 k l I I I 1 I I I I I I l I I I M M I I I I I I I 9 Y I I I ~ I I i I I 1 I I I I I I I ! I ~ I ~ I ~ 1 I I f ~ I I I I I l I C I 1 I I I 1 I I I I I ~ r' NORT14 ~ ~ r~ ~ ' - ' cy ~ ~ 7 ♦ _ 12 1 11 y ~ 'I .00 .TONOR~iWEST, iNC. RoYal v'Sxa Job r~o.: s030066A ~ Field Repa~ 2214 E. Riverside 509-534-9711 Date: s~ o- "7, Spolcane, WA 99202 509-534-9755 fax Page`?~ Uf ~ STI NORTHWEST. INC DA. Y FIELD REPORT 2214 Eest Riverside Spokane, WA 99202 ~ Proiect Iniormation Project Name: Date: Roya1 Vista 517/2003 Rroject No.: Repat No.: S030066A 4 Weattw Artival Tene: Deparhae TQne. overcast, mild 1:45 2:00 Client Local Representative / phorte mmbef Diamond Rock Construction Dennis Crapo Gerteral Conbactor Site Representative / phone nunber Eller Corporation Karin Rinaldi Stkontrac6or STI Project Marrager / phone rtumber Big Sky Indusirial Bob Graham 5349711 Page No. of STI Representatives an site 1 3 Bflb Graham - Manpower and Equipment Useii V8C 1TUCIC 3 men - Field obseivations I arrived on site at the request of the contractor to observe a mandrel test of the sewer line. The line was well flushed prior to pulling the mandrel which passed through without dif6culty. ~ C~~~~ ~cr/l Jject ST'I Field I~resentative/ STI Mmia IVr Date THfS DOCUMENT AND REFERENCm ADDErDA ARE TO BE OONSmERED PRa(MINARY UM'a FtEVIEWEDAND SIGNED BY THE STI CONSTRUCf{ON ENGINEEF2 MD/OR STI PROJECT MANAGER. Carresponcfing Defiaency Repart No: FkM Rq)oit v2 28/29/01 ~ ~1 I I l I 1[____ p~ NORTI4 ~T 1 ~ . ~ ~ ~ f ~ - - - 1z ,2 ✓ J ' I ~ ' f 1 ~ r f NQRTFiWEST, INC. RoyaC Vista .1ob Na.: 5030068A Field Reqort ~ 2214 E. Riverside 509-534-9711 DatB. ~+5-17 f -3 Sgokane, WA 992[}2 509-534-9755 fa]c Page z-Of 'Zz AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Royal Vista STI PROJECT NUMBER: S030066A ~~77NOR'THWE.ST, INC. REPORT NUMBER: 4 2214 E. RIVERSIDE, SPOKANE, WA 98202 DATE: 517/2003 509-534-9711 FAX 509-534-9755 TECHNICIAN: Bob Graham PAGE: 3 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH-T3A to MH-T3B ~ 7.25 N 8" t - I - I - I - I - I P I mandrel test only I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I , ~ .`IEL~3 REP[]RT - ■ NaRTHWEST, !NC I]A~ i( 71~. 214 East R.iverside Spotane, WA 99202 - Praiect Infarmtion pmod umv• Date Royal ista 5i3012003 Praject IVa Repart No. S03~~66A 5 Weather Arrnral Time: Deparbffe Time: miid, rain 1:15 2.34 Ckr,t Loca! FCMesentative 1phane nmtw ❑iamond Rock Constructian Dennis Crapo Gewal Contactar: Sfle Representabve 1 phone nmtff Eller Cnrpvraban Karin Rinaidi Submtaft STI Pr*st Marmgff 1 phare n►unhff Inland Asphat Bob C,raham 534-9711 Rage Po of STI Reprmntabves nn stite 1 3 Hob Graham - Manpaww and Equipnerrt Umd paving crew - Field Obswralim Ths Inland patch crew was on srte to pave the cut area on Vista Road measuring approxmately 24' X 20'. , At the time af my arri►ral, Pa►mg had already startod, but the CSTC appeared to have been uni formly r.omgacted. Only vne density shot was performeci ott the gravel base. The cut asphalt shawed tta.t therc had heen 4° of existing asphalt and that was what was placed iai the patch. Two 1ifts of Class A aspbalt were placed. The eacisting savu cut was tacked The rrat appeare.d tight and consisterrt acrass the area. ) -L[( .3 STI Field Rep:entatiVe ~ 5TT Prvj Mas~ager Date , r THIS DOCUMENT AN] REFE~ENC~ Rpf3ENDA ARE TO BE Gf3AlSmERED PRfiJMINARY l1NM REVIEWED ANd SIGNED B`1 THE STI CONSTRUL'rION ERlGINEER AW4R 5TI PtOJECT M4NAGER Cwesponifint~ DeftIef1Ly Repart N[7: Fe1d Repatt v12 M$ful 2214 East Riverside Spokane, WA 99202 509-534-9711 NOR'T'HINEST, ING. Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 Date: 5/30/2003 Project Name: Royal Vista Client: Diamond Rock Construction Project 5030066A Technician: Bob Graham Field Report No.: 5 Density Std.: Page: 2 of 3 Moisture Std: Equipment ID Na: Wet Dry Compaction Meets Test Depih Below MoisUue Material Percent Retest of Location Density /o o Density Req'd Spec DT No. No. SG Eleva6on ~R (~F) Typa (oo) Compaction (Y/N) 1 ~ Vista Rd 11+45 15' LT ~ +6" ~ 142.5 ~ 6.6 ~ 133.7 ~ 3 ~ 95 97 ~ Y ~ 2 ~ Vista Rd 11+45 10' LT ~ +8" ~ 152.9 4 ~ 92 97 ~ Y ~ 3 ~ Vista Rd 11+45 5' RT ~ +8" ~ 148.4 4 ~ 92 ~ 94 ~ Y ~ 4 ~ Vista Rd 11+45 10' RT ~ +10" ~ 147.3 4 ~ 92 ~ 94 ~ Y ~ 5 ~ Vista Rd 11+45 cntr ~ +10" ~ 144-6 4 ~ 92 ~ 92 ~ Y ~ X iModified Proctor AST'M D1557-98 M ~Standard Proctor ASTM D698-98 Proctor Lab Descriplion max opt corr. Max No. No. density moisture density 1 SRP 5/8" minus (assumed pending proctor) ~ 138.8 2 Inland Hawthorne Class A ACP (provided by Inland) N 156.3 3 ~ 1044 ~ SRP 5/8" cninus ~ 137.5 ~ 7.5 ~ 4 ~ 1001 ~ Class'A' ACP ~ 157.2 ~ ~ , ~ ~ ~ NQII~T o ~ . ~ - pp,vE 1 ' ~ • ~ i~ • ~ . ~ 12 , . • • ' I M I I I 1~~ r~ I I ~ Y I r I II I I ~ NORTHWEST, INC. Royal Vista Job No.: S030066A Field Report --SS 2214 E. Riverside 509-534-9711 Date: 5Ys o(o Spokane, WA 99202 509-534-9755 fax Page 3 Of 3 ST~ NORTHWEST. INC DA. t FIELD REPORT ~ ~ . 2214 F.ast Rivetside Spokane, WA 99202 - Proiect Infamation Project Name: Date: Royal Vsta 7/2112003 Project No.: Repat No.: S030066A 5A wean,« arrivai rme. oeparture rffrie: clear, warm 9:34 10:15 Client Local Repxesentative! ptwne nimber Diamond Rock Construction Dennis Crapo General Contractar: Site Representative / phone ntunber Eller Corporation Karin Rinaldi Subcontrador STI Projed Manag:r / phone nunber Bob Graham 534-9711 Page No. of STI Representatives on site 1 2 Bob Graham - Manpower and Equipment Uscu* - Field Observations I arrived on site to check subgrade densities of native material under the curb line and under the sidewalk along Vista Road. Both areas appeared to have been cut to gade and compacted with no fill placed Because no fill had been placed and also because of the rocky character of the material, nuclear dcnsity testing was not necessary or possible. I used a 1/2" 0 rod to probe the compacted areas and to confirm that they were firm and unyielding. STI Field ~resentative STI Proj anager Date THIS DOCUMENT AND ERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SI6NED BY THE STI CONSTRUCfION ENGINEER AND/OR STI PROJECf MANAGER. Carespondmg Deficiency Repat No: Fteu Report V2.2 srzsim ~ ~Q 4 " ~ "w N F~T ~ M-- ~ ~ . ,l , ~ - , ~ , 2 ~ 1 ~ • ' ~ ~ I 1 11 I I ~ 'm7'/NOR7HWEST, Ir,c. Royal Vista Job No.: S030066A ~ Field Report # 2214 E. Riverside 509-534-9711 Date: ? / Z i o.5 Spokane, wA 99202 509-534-9755 fax Page ZOf_a- DA~_ i' FTELD "PORT ~T~ ~~14 ~HIEST, INC Acr~emirrn _ Sg9kaner WA 99202 - Prtsie:# {ntarttdan Fraject Narrre Date: Royai Ysta 7r21r2003 Pmject No: Remi No.. s03aossA s weamer advd Time: Departsre ru,e: Cl:arr 89°F 11:04 1 2:QO client Loca1 RepreSentafiivve I phcrre Rurrdbw Diamvnd Rock Constvctifln Dennis ~apo Generaf ContacGor Si4e RepeseWewe 1 plone nurrber Eller Carporation Karin Rinaldi Subcantractoi STI Project Marager ! phm nurbw . Inland Asphalt Bab Graham 534-9711 Pap Po of sTI RepresenWim on site 1 1 Mike CunninghairrV 9547195 ~ Marpmw ani €q,Wmt uaW - Fidd fihswrAans Arrived on site tv vbserve, inspect, and test caacrte placed as Type "B"curb and gutter an Vista Road with driveway cut at Sta l 1+401t per plans. Curb and gutter was hand-farmed in sWet forcns and met 5pokane C.vunty 5tandarci sh" A-3 aad A-4. Concrete: 75°F, 4.25" s1ump, tw water added, 4.7% ertrauned air, l set cvncreit,e Lest [.yyinders east. r - (JuL. 14-- STI Field Rep entative STI Pt' 'Wt Mat~ Date , TFiIS ODCUMFNT ANU] REFBIENCED ADDENDA PrRE TO BE COA15I1ERB7 FREiMIMRY i1NTIL REVIEWED ANQ SIGHID BY TfiE 5TI CONSTRVCTIOA# ENGINEER ANDIOR STI RROdEGI kU1NAGER. Cmevoncnttg DeficiertiY Reparf IVo- F=M Repcd v2 2 erMaa STI NORTHWEST, INC DA-. , Y FIELD REPORT ~ ~ 2214 East Rivetside Spokane, WA 99202 - Proiect infamation Project Name: Date: Royal Vsta 7/22/2003 Project No : Repat No.* S030066A 7 Weather Arrival Time: Depwfiue Tune: Clear, 89°F 12:30 1:30 Client: Local Representative / phorte marbex Diamond Rock Construction Dennis Crapo General Contractor: Site Representative / phone number Eller Corporation Karin Rinaldi Subcontractar STI Proje,ct Manager / phone number Winkler Concrete Bob Graham 534-9711 Page No. of STI Repxesentatives on site 1 2 Bob Graham ~ Manpower and Equipment l" - Field Observatiais I azrived on site to observe the placemcnt of a S' sidewalk along Vista Road. I confirmed the dimensions of the sidewalk (5' wide and 4" thick) and checked the concrete for slump, a.ir content and temperature. I also made four cylinders for laboratory compression testing. ~O~ ( ~ ~i L%~~~ 2.10 Pro~ect M ~ STI Field R~resentab S ~ anager Date THIS DOCUMENT AND REFEREN((ED ADDENDA ARE TO BE CONSDERED PRa1MINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER AND/OR STl PROJECf MANAGER. Caresponding Deficienc,y Report No: Field Rq)°" v2 28128/01 ~ ~ ~ N T ~ ~'~GE~ dtl G+L E 1 ~ zrti . ~ o - ~ ca y y z . r r 'Y- ~rff I~QR7HWE5T. 6NC. Rayal 1lisfa ,1mb No.: 5030066A ~ Field RepOrt 2214 E. Riverside 509-534-9711 Date: 7!~`~.ro~ Spokane, WA 99202 509-534-9755 faac Page Z-Of Z- UAiL f FIELY~] REPI]R'" ~ ,,I NORTHWEST, iIVC 4 2214 East wverside AI , w„lff. r, _ Spnkane, WA 91202 - - ProIect Intarriation - Prnjecf Nmm' Date Rayal Vista 7129r2003 Pr~ject No. Report Np.: SD30066A 8 weather Arftal rarre: oepatue Turte. clear, hot 1:44 1:30 cuent. ~~ntatve ► phone nmber aiamond Rock Const`uction ❑ennis Crapo CerteraF Contrwtor 5ibe Repremfthve 1 pharte nuffifier Ellef C[}IpOfabOn Ka11n RfClald! Submntractx STI Prlect Manager 1phom nwrber Bab Graham 534971 1 Page Na. of STI Reptsenbiives on sde 1 2 Bob Grahan1 - Manpuwu end Eq,#wt Llsed backhae, vibratory plate raller, botKat - Field o~~ons I arrived on si~e to check $enszfication of subgrade for the widening along Vtsta Road. _ At the time of my arrival, the existing asphalt had been cut appronimate'ly four feet fmm the newly installed cur$ and gutter. The hackhoe waas used to remove the existing asphalt. EHer was working carcfi.illy to remflve the aspha3t w+sth mutimum disturbarice Co the underlying subgrade Very little (if any) existing gravel was apparerrt, The suhgrade vvas we13 wattered and campacted. T'he rocky nature of the soil prevented the use of the nuclear gauge, so I used a svil probe ta confirm that dhe material was firm and unyielding _ • , S'f'I Field RepFLesentative/ STI Pt-ffject er Date _ THkS OPSQlN1m A,uD REFERQR4B] AMEA![fA ARE F@ BE CANSDERED RRB..IM1NARY 1iNM REV(EWH? ARD 5lGHS7 BYYHE S1"i 0OHS7F3l1CTION ENGINEER ANDI[NR STIPiQ[E9:f MANAGER. Cwesponding Defsciency Re}ork I+to` xw1a PepadV2a&fWal ~ ~ TI4 G (4 t~'C. PC- C L~> ~ ~ . HN ~ , v r~ ~ 12 1. ' ~ - ~ ► IJ `'rI NaRTHwEsT, iNc. Rvyal llista Jvb Na,: S030066A Field Repart J-3 2214 E. It'zverside 549-534-9711 QatE: 7t z ei /c ~ 5pokane, wA 99202 509-534-9755 fax Page?-Of _-z- N+DRTHWEST. INC IIAi l FIELiIREPOR'' Accarznm'e ' ~ S 2214 F[IS[ R1VCISLdC Spf1k(iIl€y 99202 PCt1W lilfIXir13ti0n ft0d Nm' DAte. Royal Vista 7r29i2003 Pmod No.: RepM No-- S430066A 9 weaffw Amval Time: Depar6,,re T'ar►e: cfear, hot 1:30pm 5:15pm Ckmt B..oca! Representatiue ► plmm nuriW Diamorad Rock Cnnstrwtion Dennis Cr~o C,ermw Contracmi- ft Repesertahve 1 phom Runrrter Eiler t;Qrp0rabOn Karii7 RInaldl $Lbcarrtrachy 571Pmect Marop J omm nwrbff Bob Graham 5349791 PqeNo of ST6 Repwrrfativw on site ~ 3 Neva Rezansaff - Mwpmw ma Equprmt Lised BACKHOE„ VIBRAT4RY PLATE COMPACTQR, BDBGAT - Fida absevatim I arrived vn site to check densific;aCiott of CSTC for the widening a1ang Vista Road. At the time of my amval, the exisbing asphalt had t+e.en cut agproximately four kd £rom the newly installed curb and gutter. The crew was p1ac3ng gravel :n 2'-4' 1rfts, and compacting rt wEfih a hand held vibratory ph-ite whacker. Checki.ug the density witb a nuclear densorniter showed that the compactaon did not reach 95°°~ of the optintuin praoter value of 143_0 lblft. The crew brought in a secand vibratnry plate cvmpactor, which had a Iarger pIate, The secand plate compacCor was more efFective for compaction sinr.e the densrty readings ittcreased, and 95% of maximum cumpaction was achierrced (see "Repont of Field Compaction Tests" for mvre details). Once the fgrst hft of subgrade vvas compacCed, a new lift o£gravel was applied. The new hft appeared ts be we1l watered. Thzs second Dift did not get c.ompad.ed, apnd crews would retum in the rnorning fio ftnish, ~ I was requestrA tv mtu.rn the follvwing mornirg ta check compaction. ~ 4-,o.- q5 S''I Field smeniative STI Ptcrje.d Maru~er Date _ '~F~ oOdJ1~ENT ANU RE~EREN1CFi1 AIJDEFHlA ARETa ~C]HSI~ER~ PRIIHARY IiNTL REVIEW~ 53GH9J BY'fHE STI COHSTRUCTIONN BJGNEIR MDIOR STT PROJECr IWaNAGER. . r CareWordng Defieiency Resat Nu: ~ ~ 2 W28101 2214 East Riverside , Spokane, WA 99202 509-534-9711 NORTHVNEST, INC. Faz 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 Date: 7/29/2003 Project Name: Royal Vista Client: Diamond Rock Construction ~ Project 5030066A Technician: Neva Rezansoff Field Report Na: 9 Density Std.: 47063 Page: 2 of 3 Moisbure Std: 10430 Equipment ID Na: 6064 Test ~h~ Depth Above ~ Moishne ~ Material ~~d ~ Percent S~ Retestof No. S(l Elevation % ~ (o~j ~ (Y/~N)DT No. 1 ~ Vista Rd 12+70 ~ +3" ~ 144.5 ~ 5.8 ~ 136.6 ~ 1 ~ 95 ~ 96 Y ~ 2 ~ Vista Rd 12+25 ~ +3" ~ 152.9 ~ 6.1 ~ 136.4 ~ 1 ~ 95 ~ 95 ~ Y ~ 3 ~ V'ista Rd 11+75 ~ +3" ~ 148.4 ~ 5.7 ~ 135.4 ~ 1 ~ 95 ~ 95 ~ Y ~ 4 ~ Vista Rd 11+20 ~ +3" ~ 147.3 ~ 5.9 ~ 136.1 ~ 1 ~ 95 ~ 95 ~ Y ~ X ~ Modified Proctor ASTM D 1557-98 Standard Proctor ASTM D698-98 Procwr L.ab Description max opt corr. Max No. No. deosiry moisture deosity 1 ~ 1000 ~ SRP 5/8" minus ~ 143.0 ~ 0.1 ~ 2 ~ ~ ~ ~ ~ i ~ NOATA ~ . . ~ - ~ - ~ ~ . n~N - - !1 12 ~ • f ~ ~ NoRTHwESTf iNc. Royal Vista Job Na.: S030056A Field Report 2214 E. River5ide 509-534-9711 D8t8: ~/2q/,p3 Spokane, VdA 99202 509-534-9755 f~ P~ige ~('Jfj-- ~ NoRTHWEsT. I NC DAI sn~I ~`ZE~,I] REPO1~'" A~ 2 i4 Esst ltiverszde 5pakane, W1! 99202 ; " - Pruiect IttWmtion ftiect NNM. i}ate Royal Vista 713012003 Project No-- Raxt N°- S03[]0fi6A 10 w6aaw ,AnW Tffne oeparhffe rune: GleBf, hDt $:15af1I 9:00BCf'I Client LocaI Represatative fOwe number DIall'tUi1d R(1Ck C01151wgQn ~nn35 Grapo C*iteral COfltraCbx: 51tA P.We.4e!ltSh+181 phOne Rmtw Eller Corporation Karin Rinaldi SubcontracW s71 PrW A+larW r Wm ►rmto Bob Graham 534-9711 Fage No. og STI RepmwnbTtn►w an site 1 3 Neva Rezansoff - Manpmw ad Etuomt u" MBRATgRY PI.ATE CQMPACTOR, BOBCAT Fidd vbseIvabons Iarrxveii Qn srte tc) check derx.sific.atian of CSTC for the wisiening alang Vista Road. At the time af my arrival the crew was placing gravel tca achieve a smooth grade of 2%. The crew was using a band vibratory plate compactor ta compact tfie top 3" fift of grawel. The gravel was spmyed with water and apgeared to have adequate moisture. Tesfing the CSTC with auclear densomiter shovved at 1'east 95% of maximum cnmpaction of 143.0 Ihlft' was achieved (see "Repnrt of Field Compaction Tests" fvr mare deEails). Once coinpacted, the tvp lift was 2" below the top of existiri,g aspha]t. Wb,ll STI FielAwQtalive STI pro,ect N6mgcr / Date , i TH4s a@CU&tw AND Re:mENmo ADDEuDA ARE To 6E coH5103RED PftaiPAINNiY llHT~i RDRFwED Al+m 51GNED Bl' THE ~ 5n earORuCr,aw ENciHEER aNDIaR STI ;,RaEcr MarcacEa. Garewondng Ueficiericy Repat fVo: Fwa Rcpwt v2 2 MvI 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWE.ST, INC. Faa 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 Date: 7/30/2003 Prnject Name: Royal Vista Client: Diamond Rock Construction Project 5030066A Technician: Neva Rezansoff Field Report Na: 10 Density Std.: 46950 Page: 2 of 3 Moisture Std: 10442 Equipment ID Na: 6064 wet Test ~b~ Depih Above ~ Moisture Dry ~ Material Percent S~~ Retcst of No. SO Eleva6on ~ °a ~ Type Campactioa DT No. 1 ~ Vista Rd 11+25 ~ +6" ~ 145.7 ~ 7.3 ~ 135.8 ~ 1 ~ 95 ~ 95 ~ Y ~ 2 ~ Vista Rd 11+40 ~ +6" ~ 142.7 ~ 5.6 ~ 135.1 ~ 1 ~ 95 ~ 95 ~ Y ~ 3 ~ Vsta Rd 12+00 ~ +6" ~ 144.4 ~ 5.8 ~ 136.5 ~ 1 ~ 95 ~ 96 ~ Y ~ 4 ~ Vsta Rd 12+60 ~ +6" ~ 146.3 ~ 5.7 ~ 138.4 ~ 1 ~ 95 ~ 97 ~ Y ~ X lModifiad Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 ProcLor Lab Descri~ max opt corr. Mex No No. ~ density moishme density ~ i ~ iooo ~ sxP 5i8° m;nus ~ 143.0 ~ 0.1 2 I I M I I I I M I I I I M I I , - ~ fr N0F4T ~ _ . . ~ . . ~ a , ~ V , ` ' •-~T ~s ~ y / ~ I 5 1 2 ~ . , ~ -a--zJ . ~ ,w~]~''NORTHwEsT, iNC. Rvya! Vista Job No.: S030066A Field Report fC) 2214 E. R.iverside 509-534-9711 Cfate: -7/3o fo3 Spokane, WA 99202 509-534-9755 fax Page 3 Qf 3 NORI`HWES IIAI~ ~ FTELI3 REFflRT IN~ ~ ~ EaA Pivffsl& iCCAR[ilPflf 5pak=e, WA 99202 Proiect InbTmon ~ Nam- D&, RoyaI ViSla $1512003 Ned no.: ReW No.: S030(16fiA 11 weamm ►amvW rm: Depwbn rue- Par31y daudy, waa'm 10:30am 12:30pm _ qumt LocW Rqrewtative I pfm nwbw Q1aw11d RocC ConSVuci01~ Denn15 CfapD Gerffw CattrmcEr 8bRWMaWtive1pw*nurtbu dler Corporabon Karin Rinaldi 8d=1bWbr STI RraW.t MaroW fOwm nurnher 1nland Asphait Bab Graham 534-9711 pWNG. of sTl Repesuft0yes nn site 1 3 PVeVa Rel.ansoff - Ma,rpom md Equomed lsa] PAVING CREYV, VfBRATQRY PLATE GOAJIPACTOR, d0U8LE MBRATORY RCILLER HYPAC C74713, ASP'HAt.T TRIJGi[ - FM Observaiiom - I arri►+ed on site t-D observe layiag of asphalt far the widmng a1ong Vista Road. At ft timx o£ my areival, the parving crew began taxking austn$ asphalt and concrete votical edges. Crews then began la}ring asphalt around nianhole on the private drive, Stn. 10+75. NM cmwws fllad in gap 6etwem existing asphalt and sidewalk on private drive, Sbn. 12+80. 'i'he double rr+ibratory roller oompactod bath spots, except a vibratory plate oompacGor was ussd on ttee edges vf the gap at Stn. 12+80 gsor to compaction with the roller. Crews then wrsrked an the wuknmg of Vista Road, filling rt with asphalt snd campacting it widi tbe douhle mller. The asphalt vvas placed in ane li8 of agproxitnately 2". llsing a rnaxinwm rice value af 153.0 Iblft', ihe asphalt me# or exceeded carnpaction requiremea#s of 92% (see °Report of Field Compaction Tests" for mvre detaiLs). ~ STT Field Rep 've STI Proje(i Mana~ I3ate f THmDowmNT ►!m RFBENcED Am)BwAFETo BE CoNSlQmm maAeARY wuLREVIEwEDnm SEGHm Br THE STI CCtNST(tUCROH ENGMER Mk]10R 5U PRDJECf MANAGM Corespxdng ~fidertcy RepW No. F'r*4 R~ortYl.a el28rol 2214 East Riverside 5pnlcane, WA 99202 509-534-9711 OFITS NORTHWEST Fax 50-534-9755 REPORT OF ACP FIELI} DENSITY '[`ESTS ASTM D2950-9 t nate: 08105I03 Project Name: Royal Vista Client: T]iamond Rock Construction Project 5030066A 7`echnician: NeVa Rezansvff Field Report No.; 11 I?eusity Std.: 45552 Page: 2 of 3 Moisture Std: 10585 Taifel Campaction Meets "I'est Matertal Perr.~nt Retest of N6 LocaEicxi Lift Lensity Cyass Reqfd Compaction Spec I]T Na (PCF) (0/0) (YfN) Vista xoaa, r a+6o i ~ 1435 ~ A ~92 ~94 ~Y ~ 42 ~ Vista Road, 12+55 1 ~ 142 ~ A 92 ~ 93 ~ Y ~ #3 ~ Vista Road, 12+10 i ~1568 I A 92 ~ 102 ~ v ~ #4 ~ Vista Road, 12+10 ~ 1 ~ 142.8 ~ A 92 ~ 93 ~ Y ~ 3 45 ~ Vista Road, 11+80 ~ 1 ~ 146.7 A ~ 92 ~ 96 ~ Y ~ #s ~ Vista Raaay 11+70 I i~ 141.8 A I92 ~93 Y I #7 ~ Vista Road, 11+40 ~1~ 155.9 I A ~92 I102 ~ v ~ #8 ~ Vista Road, l I+2(? ~ I ~ 146.7 ~ A ~ 92 ~ 96 ~ Y ~ I r ~ ~ I I ~ I 1 I R I ~ ~ I ~ I I ~ I I I I I I 1 I 1 I I I I ~ 4 I I I ` I 1 ~ 1 ~ 1 I I I 1 I 1 I I 1 ~ I I I ~ 1 I ~ I I 1 Lab L41at'1 Sumple I7escription Riae dens~ty Glass ASTM i72041-95 No. A I 1049 ~ A rnix wARAP ~ ~ Alan K. Sain Laboratory Superviscar L7 ~ r~ C7 I J ~ R_ f i • ~ . ~ v ~ 12 ~ . ~ 1 i ~ r 'r ►~~~'SNaRTHwEsT, INC. Roya1 V'ista - Jab No.: 5030066A Field Repvrt#. ~ - 2214 E. Riverside 509-534-9'7I 1 Date: /C~3 Spakane, WA 99202 509-534-9755 fax pagg 3 'Of 3 EN+GINEER'S R]EVIEW SHEET Pio]cct Status Actrvc As I3uilt Plans ReceEved plat5 File 9: pE-1905 Road I'lans Approved C,ompantan Files ZF-0{][]6-02 - New i'taad 5tandards 5-15-95 Mylar# Relatcd Hilcs PE-0209 Hcariiig: 6811412002 1:30 Liuilding Dept Teciuroeal Review 06124i2002 2 15 - !'i~liminary I2eu~~w •ly~~ ❑ I-iarvar~I Rd Pian ~ng Spccial Fees Large Lot Bldg Square feel Datc Receiucd (}6I06i2002 Nn Lc,ts S No Aores 1 05 Praject Nazne ROYAL YdS"1'A Silc Addi-css S BC7QNE, N CATALdp, W DpRN, WV[S'TA, App[icant Conditions iMailed Flood Cqnc No k'hqnc Dist 5chnq] D4st 363 Andrew 1Yorlack FirG Dist ol Range-Township-Sectiaii 44 -?5 - 1$ YARCE1.(5). (first 2fl) CIdC A55C]CIATF S iNC Water Soitrce YitUlic 451$2,0749 767 W 7[h Av, 2pU Sewer 5aurce Pubiic SPOKANF, WA 99204- Phonc (509) 458-6840 (549) 458-6840 C'ax (509) 458-6844 F_.ng I3dling 17ennis A & MeLssa C:rapo DlAlidC7ND ROCK CQNSTRI_]CTICIN 15321 L Missian Av Owner Benms A& NZelissa Crapo Surveyor VERAL7ALE, WA, 99037 L]IANIOND ROCK CON51'RUC'1'lON £Cerrel l] 13e11 Phone (509) 924-$964 (509) 991-6240 15321 L Mission Av CLC AS SDCIA T'ES INC H'ax {509} 926-8094 707 W 7th Sl , 200 VERlDALC, WA 99037 SPOKANE, WA 99204- Signed Name phone (549) 924-$964 {509} 991-6240 f'h4nc (509) 458-6840 ❑EN NTS C,KAI'G Fax (509) 926-$094 Fax (509) 458-6844 Buildutifi 477-3675 IPianning 477-3200 1FngioZeer 477-3690 Contaoi BIl' JfivT FRT TC Cunttir:l L"ng SCO'TT EhiGELidARD Date Subrnitted I)escription Initials Lng IVeed "1'echiiioally Complc te L-`ng Nced Haraard Rd Mitigatinn Eng h°eed T?raEnage Ylans Eng Need Traffic Aizalysis Eng Need Other 05l2212002 Lng Agree Yay Fces Reccived Eng Final Ylat Pces Completed Capy to Accountmg Eng Agree Yriority Fecs Reccivcd 05123I6002 I?ng Prelini Plat lices Completed f j `IVolirc tv Puhlsc ! Nouce to PubLc # 1 3 a 6 Cvmpleted - or Needs to bc signed I7esign DeVialioii L7ales (In-Oul) ! 1 - 1 1 l ] - 1 I 1 f - 1 1 I3ancl quaiitLeg 1as dramage %tem calculated Hcarmg Datc I7ciision rlpp fJen Cond Appld SCC A,ppealcd to BCC I]ecisinn App Den Contl Appld CQUi l Anpealed to Courl Decision App T Den Coitcl Appld ~ j Stamped My]ars ta Secretaiy (Sandy) I ~ J Stamped 208 Irot Plans tn 5ecrctary (Sandy) ~ I 9 orof. o-luvo a. Pr~"ri- Me=C, PC, Ja~aL} r~~zy Gc r~~'3,~ ~ su~-v-~~ ~ ~ r ~ 1-7.o [cm Go fz s t t 4 ~2r~ ~2 5~t P3 ~t►-rAL ~ f ■ ~ Q I3 M rZ /W ,~,~r,+nJ Ce V1' 20yALI56P-,-2r Ri mc- G~M M . ~ ~ . - \tA eAA GM M &JA n^ a + ~r 11.r, 106 D ~ ~ 5 ~+~~1 ~r.~•l,~l . sk&w,~EA rr~lLwt ~ &n& _Gakn rrAc. 6W~..* G MA G44 M , t~~ Dr~►~ ~ . c~~ Co►~+~ , . - d. - - - - ~ SFQKANE CUTfJN'I'Y HEARING EXA.MINER RE: Application for a Prelirninaty Plat, and ) FINI)INGS QF FACT, Zone Reclassification fram the UR-3.5 ) CONCLUSTONS DF LA,W, 2Qne to xhe LTR-7 Zvne; } ANn DECISICIN Applicant. CLC Assaciates, Tnc. } - File No. FE-1965-021ZE-6-02 - ~ ~ - T'his rnatter coming an £mr public hearing on August 14, 2002, the Hearing Examiner, after rev'rew of the prelirninary plat applicatinn and the entire record, and finding good cause therefore, hereby makes the fvilawing findings of fact, conclusions of law and decision: 1. FTNDINGS C)F FACT 1. The subjec# applications seeks approval of a preliminary plat to subdivide 1.04 acres of land intv five (5) lots for single-family dwellings, and azone reclassification from the CJrban Residential-3.5 (iJR-3.5) zone to the [3rtran Residential-7 {LTR-7} zvne. 2. The site is iacated a1ong the west side of Vista Rvad, appr4xiamately 150 feet south of Boane Avenue, in t.he NW 'l~ of Section 18, Tawnship 25 North, Range 44 BWM, Spokane Cou.nt}+, Washington. 3. The site is currently referenced as Caunty Assessor's tax parcel nv. 45I 82.[3749, and is legally descnbed on the preliminary plat map of record. 4. The applicant far the proposal rs CLC Associates, Inc., cla Andrew VVvrlock, 707 W. 7I' Auenue, 5uite 200, 5gokane, V+TA 992[]4. The tegal owner of the site is Dennis ACrapo, 15321 R. Mission Avenue, Veradale, 'VaA 99037. 5. The Hearing Examiner heard the praposal pursuant ta the GQUnty Hearing Examiner Ordinance (County Resvlutian No. 96-017 Y) and the Cvunty Hearing Exarnuier Rules of Pracedaare (County Resalution No. 96r0294). 6. The Hearing Exanniner conducted a site visit can August 12, 2002, and c❑nducted a public hearing on the praposal on August 14, 2002. The requirements far public nfltice of hearing were met. 7. The fo1lowing persflns testified at the public hearing: Jirn fialk Andrevv Wvrlock 1026 West Broadway 747 W. 7`h Avenue, 5uite 204 Spokane, WA 99260 Spokane, WA 99204 HE Findings, Conclusiflns and I7ecisivn PE-1905-02 - Page t ♦ e1$ A resident of praperty located alang the north side of CataPdo AVenue sauthvvest of the subject properky expressed concerns regarding the proposal, including the extension of utilFty lines and services into the site; congestian resulting from traffic access Via the praposed private driveway, traffic safety associated with obstrur-ted sight dista.xxxce alang Vista Raad; drainage and snow plflwing impacts resulfiing from deVelopment of the sloped a,reas on the site, and the small lvt sizes in the projeGt campared to neighbQring properties. See letter dated 6-26-02 from K. Reisenauer. No ather area residents comrnented on the propnsaI. 19. The residential densxty of the praposal of 4.78 dwel£ing units per acre is slightly greater than the maacimum density allawed in the UR-3.5 zone of 4.3 5 dwelling units per acre. The UR-7 zone propvsed for the site per-nits a rnaximum residential density of seven (7) dwetling units per acre. 20. The Phase I i]evelapment Regulations desigtiate the LTR-3,5 zone and the UR-7 zane as irnplementing zvnes for the Law Density Reszdential categary of the GMA Camprefiensive P1an; pravided the density of new development in the LFR-7 zone does nat exceed six (6) dwclling units per acre. 21. The propasal is Iocated along an arterial and will be served hy a high level of public services, incjuding public sewer and modern utilities. The site has goad access to the larger transportatian network in the area, via Broadway Avenue and Mission Avenue. Lot sizes in fihe proaect are camparable fia neighboring lats to the north and east. The praject provides an increasing lot size transition frvm Vista Rvad taward the west baundary of the site. . 22. Caunty Engineering faund that the proposal would have not a sigzificant #raffic impact ar change the traffic Volumes and flaw patterns in the PM peak haur trauel period. No safety concems were nated by County Engineering regarding Vista Raad. 23. Coiaxzty Engineering conditians require the applicant ta improve Cataldo Avenue by installing 8-1 0 feet of additional asphalt, curbing and sxdewalk along fihe frontage of #he site. No carnpetent traf£c engineering evidence was submitted tQ warrant furCher traffic annalysis ar mitigafiion fdr the curren# project. 24 County Engineering conditions require the applicant ta comply with the Cvunty's Guidelines far Stvxmwater Managernent to control and treat starmwatex generated by the paraposal. 5uch PegL113$1oI75, which confiain comprehensive drainage requirements, ensure adequate pratectian of ' adj acent properties fram starrnwater impacts. 25. The site and adjaining land are Iocated in the Aquifer Sensitive Area Dverlay zane. The site as also located in the Public Transit Benef t Area (PTBA) desigmated by the County ZQning Cade. 26. The design, shape, size and orientation of lots in the preliminary plat are apprupriate far the propased use of such Dvts, and the character of the area in which the Iots are located. Black dimensivns reflecf due aregard fvr the needs of convenien# access, public safety, emergency vehicle . _ access, topography, road maintenanGe a,nn±d pravision of suitable sites for the proposed use. Road aiignrnents in #he proposal are designed with apprapriate cansiderativn far existing and planned ' HE Findings, Conclusivns and Decisian PE-1905-02 Page 3 w - ~ ' 6. A charige in ecflnomic, technological, vr land use conditions has accurred tfl warrant the prapased rezone, arid a substantial change of circumsfiances has aceurred in the area since the site was last zqned. 7. The procedural requrrements of the State Envirflnmental PoliGy Act and the County's Z,ocal EnWiromnental Ordinance have been met. 'I`he proposaY, as conditioned, will nat have a signif cant, probable adVerse impact on the environment. - 8. The prvpasal, as conditivned, complies with the UR-7 zone, the County Zonrtng Code, and other applicahle development regulatians. 9. Approval of the zone reclassification is appmpriate under Chapter 14.462.020 of the Caunty Zoning Code. 10. Approval of Section 11 of the County Hearing Examiner Qrdinance, adapted by Gounty Resolution No. 95-0171. IIT. DECISIUN - Based on the Findings vfFact and Conclusions of Law above, the subject applicatians far a prelimina.rryr plat and zozae reclassafication are hereby approued, subject tv the canditions of the uarious agencies specifed helow. Any c❑nditions of approval of public agencies that have been added or significaretly altered by the Examiner are r"tadicized. Failuze tv cvmply with the canditions of this appraval rnay result in revacation of this agproval hy the Hearing Examiner. This approval does nnt waive the applicant's abligatiQn tv corrnply with a11 tather requiremenxs of ather pubiic agencies with jurisdiction over land developanent. SPQKANE COT7NTY DTVISTON OF PLANNTNG ' 1. Al1 cnnditions imposed by the Hearing Examiner shall be binding an the "Applicant", which term shall include the owners and developers of the property, and their hexrs, a551gI15 r7.I1d succes5ors. - 2. The praposal shall camply with the L)rban Residential-7 (UR-7) zone, tYae Aquifer Sensitive C]veriay zane and other applicahle provisions of the Spokane County Zoning Code, as amended. , 3. The final plat shall comply with a11 fimai plat standards of the County 5ubdivision Qzdinance. 4. The f nai plat shall be designed substantially in conforrtaanr-e with the preliminary plat of record submitted on44ay 23, 2002. No increase in density vr nurnbers of lats, or substarr,tial modification of the preliminary plat or canditaQns of approval, shall occur without a change of condition application submittal and approval by the Hearing Exarniner after a public bearing. HE Findings, Conclusions and Decision PE-1905-[l2 Page 5 Y special development conditions. Frle No. PE-I905-0212E-6-02, relating ta such approVal, is available for inspection and copying in the Spokane Caunty Uivision of Planning." SPOKANE COUNTY I}IVISTON OF BUII,UING ANl] CUDE ENFORCEMENT I . The applicant shauld contact the Division of Building and Code Enfrrrcernent at the earliest passible stage in order to be infvrmed of code requirements administeredfenfrsrGed as authorized by the state Building Code Act. Designldevelapment concerns include addressing, fire apparatus access raads, ire hydrant flow, apprQved water systems, building acceasibility, constructian type, occupancy ctassificativn, existing exterior wall grotection and energy code requirements. 2. Priar to the issuaatce of the initial building permit(s), the applicant shall submit tv the DiVisian of Building and Code Enforcement dacumentation signed by tie water purveyor and the applicable fiXe district stating that the pnblic water system has been installeti, tested and accepted as operational pursuant to the appraved water plan. sFaKuvE CovNTx nIvlSrorv OF ~~~INEEuING AND RvAns Priar to xelease of a building permit or use of property as prnposed: 1. CQnditivnal appraval of the plat by the County Engineer is given subject tQ detiicatian of right-of rvay and approva1 of the road system as indicated in the preliminary plat of record. - N I A Professional Engineer, licensed in the State of VVashington, shall sulamit fina] road and ' nage plans, a drainage repart and calculations that conform to the 2001 Spokane County Standards for Road and 5ewer Constructi4n, the current editian of the Spokane Caunty Guidelines for Starmwater Management, the GlenrosefCentral PaF-k Stormwater Cantrol C]rdinance, and all other applicable standards. "I'he plans and report shall receive the County Engineer's acceptance prior to rePease of a canstruction or buildang permit ar appraval of the ~'inal plat. 3. Cvnstructivn within the prQposed public streets and easements shall be perFarmed under the direct supervision of a licensed engineerfsurveyor, who shall furnish the Cuunty Engineer with "Recard Drawings" pIans and acertificate in writing that all irnprovements were installed to the . lines and grades shown on the apprvved construction plans and that all distLirbed monuments have _ been replaced. 4. No canstruction work is ta be performed withtn the existing tar propQSed public right-af-vvay, until the Counfiy Engineer issues a permit. All work is subject tQ inspection and apprvvai by the County Engineer. . 5. All construction vvithin the existing or proposed public right-of vvay shall be completed prior to filing the final plat, or a bond in the amount estirnated by the Caunty Engrneer to cvver the cvst of canstructaon of improvements, canstruction certification, "Record Drawuzgs" plans aGnd monumenting the street cenferiines sha11 be filed with the County Engineer. 6. Raad design, constructian and drainage cantral far haif (112) rights of way are the responsibhlity of the deVelaper. HE Findings, Canclusions and Decision PE-1905-02 Page 7 . design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. Homeowner's Associations are acceptable to the Spokane County Engineer for carrying out the required maintenance functions and responsibilities. 16. The County Engineer has reviewed this project for transportation concurrency and determined that it is exempt under Section N(B)(2)(c) of the Phase I Development Regulations adopted as part of the County Zoning Code. SPOKANE OUNTY DIVISION OF UTILITIES 1. A e sewer easement of a width acceptable to the Division of Utilities shall be shown on the fa f the final plat as "Sewer and Utilities Easement". 2. he dedication for the final plat shall state: "Public sewers shall be constructed to provide f e connection of each lot to the County's system of sewerage. The uses on properties within plat shall be required to connect to the sewer and pay applicable charges per the Spokane unty Sanitary Sewer Ordinance. Sewer connection permits sha11 be required." 3. The applicant shall submit expressly to Spokane County Division of Utilities, "under separate cover", only those plan sheets showing sewer plans and specifications for the public sewer connections and facilities for review and approval. 4. Sewer plans acceptable to the Division of Utilities shall be submitted prior to the finalization of the project. 5. Any water service for the final plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 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 County Division of Planning to the utility companies, the Spokane County Engineer, and the Spokane Regional Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. The sewage disposal method shall be as authorized by the Director of Utilities, City of Spokane Public Works. 4. Water service shall be coordinated through the Director of Utilities, City of Spokane Public . Works. 1 , 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 applicant shall provide evidence that the plat lies within the recorded service area of the water system or purveyor proposed to serve the plat. HE Findings, Conclusions and Decision PE-1905-02 Page 9 • i ' . , NOTACE OF FINAL DECISI(?N AND NQ"I'ICE OF RIGHT TCl APPEAL k'ursuant to Spokane Gounty Resolution Nos. 96-0171 and 96-0632, as rnodified by County Resalution 1Va. 1-[}700, the decision af the Hearing Examiner an a combined appIication far a zane reclassificatian and prelirninary plat is final and conclusive unless withi,n fourteen (14) calendar days from the Examiner's written decision, a party of record aggneved by suGh decisian - fies an appeal vvith the Board raf County Cominissioners af Spokane Cvuntty, Washington. This decisian was mailed by certified rnail to the Applieant, and by first class finaal to other parties of record, an Septetnber 19, 2002. THE APPEAL CLCISING DATE TS C)CTC)BER 3, 2002. The camplete record an this matter, includzng this decision, is an file during the appeal period with the C}ffice of the Hearing Examiner, Third Floor, PubIic Werrks $uilding, 1026 West Broadway Avenue, Spvkane, Washington, 99260-0245, (509) 477-7490. The file may be inspected during norma] working hours, listed as Monday - Friday of eaGh week, except holidays, between the haurs ❑f 8:34 a.m and S.dO p.m. Capies of the dvcuments in tlae recard will be made availahle at the cosfi sefi by SpQkane Cvunty Clydinance. Pursuant to RCW 35.70B.130, affected praperiy owners may request a change in ualuatran for property tax purposes ncrtw kthstanding any pragram of reValuatian. HE Findings, Conclusians and Decisivn PE-1905-02 Page 11 1 I W~ STAFF REP4RT TD THE.H EA►RIWE;1~4MINER. f. FILE N+D.'PE4,905-~0~JZE-6-02-_' ~ S~~I~I~ QIVISIOI~ C7F RiANNIHG . HEAuN6 DATE: AuguSt 14, 2002 @ 1:30 p.m. FFtE PE-19[]5-021"LE-6-02 PRtjEcrPLANroER: Jim Falk, Asseciate Planner PR03EGr DFSCRIMQti: Preliminary plat af Rpyal ViSta tv sGbdivide apprvxirnatefy 1,05 acres into five (5) Iots foe single-famiEy residences uvith aZone Reclassificatian frorn Urban Residential-3 5(UR-8.5) ta Urban Rgsidential-l (UR-7). Ewec.t Data, Project l.€cation: Gener lly lvcated west o# and adjacent to Vrsta Rvad and approxirnately 154 fee# south af Bv❑ne Avenue in the NW af 5ection ' 18, Tavunship 25 N., Range 44 E.W.M. The site address is 1103 N. Vista Road. Spokane, WA Pare+el Number[s]; 45182.0709 Qwner: Dennis Crapa 15321 E. Missivn Avenue, lAer'adale, WA. 99037 Applicant: - Andrew Worlock, CLC 101850CIatBS - • 707 W. 7"" Avenue, Spokane, Wa. 99204 (509145M844 Cornprehensive Pfan desi JnatFon. ~ Law ❑ensity Residentiai (LQR) Zvning: lJrban Residentiai-3.5 (LiR-3.5) Existing Land Use: ~ Undeveloped 5urraunding Zoning and'Land Wsest, - - - ' , , ,Narth:_ Zaning to the north of fhe site is Urban ResidentiaC- . 3 r {UR-3.5} eStabIished irt 1991, previausly , classified Agricultural Suburban (AS) (ZE-171-59). Land use cons9sts of sinqEe #amily dweflings. South: ' Zcining fa the svuth of the site is Urban Residential- - - 3.5 (UR-3.5) established in 1991, prevEOUSIy - - - ' ` _ , - _ - _ classified Flgricultural Suburban (A5) (zE-171-59). - _ Land use consists of single family dweflings and undeaeloRed Pfi7pefty. ~'Ea'st: . ° Zoning to the east of the site is Urban Residentia!-3.5 (UR-3.5) estabfished in 1991, previously classifed Agricultural (A) (ZE-1 71-59). I and use consists erf single farr0ily dwellings. ~ i1West:' Zvning to the west vf #he site as Urban Residen#fal- ~~-,'r - • ' ' 3.5 (UR-3.5) established in 9994, previously ' • _ `Y ' - - ' - . cfassified Agriculturaf 5uburban (2E-581-59). Land use consists of sinqle family dwelfinqs. . ~ rf ! - ~ I ~ sauth of and adjacent to lntersfate 90, approved by the Heanng Examiner in Sep#emGer, 1998. . • ZE-31-97; a Zone Reclassification fmm Urban Reaidential-3.5 (UR-3.5) to Urban , ResidentiaE-12 (UR-12) nn .65 acres to shart plat 41ots far single family dwellings, IQCated nQrth and adjacent to Alki Avenue'150 fee# east of Elia Road, appraved by the Headng Examiner Septernber, 1997. • ZE-6-94; a Zone Reclassificatian from llrban Residential-3.5 to Cvmrrzunity Bvsiness (B-2) to construct a heauty saEon at the northwest corner of the intersectioR of ►4rgonne Road and Broadway Avenue, approved by the Hearing Examiner Cammittee April, 1994 • ZE-92-90; a Zone Reclas5ification from , Agricultueal Suburban {p5} to Urban Residentia!-22 to develap a business vffice buiPding at the northwest comer of the . intersectivn nfArganne Rvad and 6roadway Aver►us, approved by the Hearing Exarniner _ Comrnittee ilAay, 1990. ■ 5P-1205-99; a Shart Plat dividing 1.33 acres into 4 tracts for single famify dwellfngs lacated west o# and adjacent to Qick Ftoad appraximately 140 feet south of Afki Avenue, filed in the Auditors Office 5eptember, 1999. ' ` SP-1303-02; a Short Plat to dlVide , approxima#ely 30,394 squar$ feet intv three (3) lots far single family residsnces, Ivcated west of and adjacent to Bessie Road and approxirnately 155 feet south of Mission Avenue, granted prefiminary approval April, 2402. a + RE-1848-91IZE-54-97; a Rre[9minary P1at to divide approxima#e1y 3.7 acres intn 17 lvts for single family residences with a net density of - 4.88 lots per acre and a Zone ReclassiTi- catian fram Urban Residential-3.5 (IJR-3.5) to Ur6an Residentfal-T (UR-l), generafiy Aacated nvrtf'r af and adjacent to Missian Avenue and between Center Road and Edgerton Raad, approved by the Hearing Examiner in 1998. =~aric! p~vi,siari'S#atus:.--, ' The subject parcel is a tax parcel of recard. -_Shcrrellne pesignativn: _ IVat applicable -=Water Pur►►eyvr: - SpoKane County Water Disirict # 3 pE-, 905-02rZE-s-a2 Staf#Fteport - August 14, 2002 HBaring 3 Qf8 _ , , r 122,4 L`OmMa[7e L18lU I Applicatian Accepted: May Za, 2002 Application determined to be GvmpRete' June 20, 2002 Natice of Ap,plica#ian issued: June 14, 2002 C]ate Nafice of Decis'ron is due: October 20, 2402 Reviewina Agencles Tvvelve (12) ageracies were nvtified of the proposal and final comments were due vn July 31, 2002, Agenafgs RlatitTed Respanse Date Agencies Notified Fiesponse Qate ' Recelved Recafved Received Recelved Spokane Caunty Qivision Yes 6-19-02 Spgkane County ' Yes 6-20-02 of Engineering; Roads Division of Building and and 7ransportatian Cade Enfarcement Spakane County Parks Nv Spokane CQUnty Fire Yes 6-20-02 and Recreatinn Protection District ido.1 Spokane Counry Orvasion Yes 8-11-02 Spvkane Regicanal Yes 5-20-I32 of Utilities Heafth District Spakane Caunty Division Yes 6-19-02 IlVest VaAey : chvo! ND of Utilities, 5tarmwater District No. 353 Utifity Sgokane Caunty Water No Spofcane Cvunry Air Yes 6`18-02 District #3 Pollution Authvrity Spnkane Transit Autharity No 6-18-02 Uffice of Historic No Preservatian - Agencv Comments: Seven (7) agencies have submitted cornments on the pcnposaE, svme of which are in the ftarm of recommended cvnditians of approval. Public Comments. Comments uvere received fram ❑ne person. The issues idenfified in the cvrrespondence reCated to ovncerns regarding naise, congestion, pedestriars safety and drainage. bescrintlon of the Srte and Surroundina Area: The suhject property includes a single family home and fronts on the west side of Vista Road hetween Catald❑ Raad and Boon Avenue. Agarage was reeently demalished and the existing home will be demolished. The praject site is approximately 1.05 acres and slapes dvwnward from east to west at about a 3% slvpa. The County Arterial Rvad Plan identifes Vista Road as an Urban Cvllector ArteriaL The survounding parcels are deVefoped with single family dwellings. Parcels in the vic'rnity of fhe proppsal vary in size from 10,000 square feet to ene acre. 9ackaraund: The proposed Preliminary Paat artd Zone Reclassificatian application rvas submitted io #he 5pokane County Division of Planning on IVlay 23, 2002. A Technical Review Meeting for the applicatian vvas held on Jurae aU, 2002, and the applicaiion was determined to be Complete on June 14, 2002. RNatice of Applicatian was circufafed vn June 14, 2002, wfth a comment period ending on June 28, 2002. PE-1905-02lZE-"2 5taff RepoR - 14ugust 14, 2flt}2 Hearing 5 of$ . . • . i i , u- Residential density in aUR=. -icrne Tocated within the L❑R categvry vf tF;'.- ~-`mprehensive Plan 'rs limited fv • 8 dwetlings per acre as specified in the Phase IDevelopment Regulaflons, 5ectivn 1. Characteristics of aUR-l Zone include paved rraads, pubEic sewer and water, accessibility to schools artd libraeies, and a full line of pubfic senvices including manned fire protectian and public transit aocessibility. Spvkane Gvunty Water District # 3 will provide pubfic water and Spokane County will provide puhlic sewer service. Electricity arid natural gas will be provided by locaf utilities company. Additional qwblic facilities and serv€oes that are available to serve the site include paved rvads, schovls, refuse cvlfeGtivn and police and manned fire protection. Prefim9narv Plat Analvsis: RBp Ulfed Pfo[]OSBd Setback5: ~ Front yard: 55' frvm franting street GIL ' • 5ide yard 5' per s#ary Rear yard 15' " Flanking 5treet 55' frorn rflad CIL. ` Gross Site Size: Nane 1.04 acres Net Site 5ize None 1.04 acres Tvi^al Buflding Lois 5 9ots aflowed 5 Net Density 6 units per acre maximurn 4.78 units per acre - Lot 5ize. 6,000 square feet 6,882-10,003 square feet Frantage 65 feet 65 feet to 85 feet Off-s4reet Parking 2 spaces pee dwelling • '`Suffrpent araa exist on esch lot inr a singla famtly cfwelling to me$t sethack and off-street park[ng standards. 7he prnposal as canditioned is generally consisten# with the purpose and intent af the Urban Residential-7 (L1R-7) Zone with regard to Int size, frrrntage, proposed use and public services to serve the site. Qetailsd r'eview to determine compliance with ai6 Spakane Caunty ZDning Code regulations and canditians of approval is recommsnded to he administrative and #o accur prior to final plat approval andfor privr to issuanee of buifding permits, Chanaed Cand'ations: Sectian 14.402.020(2) af the Spokane County Zoning Cade states that amendments to the Zoning IMap may occGr when it is found #hat "Changes in economic, technalogica1, ar land use conditions has occurred to warrant modificativn." Land use r.flnditions have changed 8n the area as a result of Spakane Cvunty adopting and implementing a new Cnunty Comprehensive Plan which designat+es the subJect propec°ty and properties in the immediately VicinitJr as Low ❑ensity Residential, and adopfing Phase [ Devefopment ReguEations designating the Ua-7 Zone as a zone implementing the Low Qensity Residential category. The nearest UR-7 Zvne to the subjec# site is locate€f west af arod adjacerrt to Bess9e Raad approxinnately 600 feet east of the subject site and was approved in 1988 (see fle # ZE-6-88). PE-1 905-02rZE-6-02 StafF Repart - AugusE 14, 2002 Hearing 7of8 . , ATTACNNIEIVTA MAPS V3CINtfY MAP SITE DEVELdPMERIT IPLAN , COMPREHENSIH@ RLAN MAP Zfl~ING MAP - ~ . P'E-1905-02I7E-06-02 ~ 'I~icinity Map . hvast vafkv~ 4vilad,c~,ter E~m$nt~4 I _j . 4y ~ ~ m - - o ~ ~o- 7 ~ z -'e , - ~ ~ ~ ~ Att3me4 _ tf ~p ~ ~i► I ~ ~ ~ Cenfarenial Mi~dl~ ~ ~ Artlw l, Mass VetnentorY _ L E H~~ ~ ~ u.m ur~ x ' ` . . _ _ - . . . . . . , . . . d e ~ H • - v ~ ~ .I~' .ipPkni ~ Appka9y t~ APPi 20 ~ w .24~ u f ~__..a,..a• Scabe 1 inr_h -125fl ft[rottrdedl 06J04102 Vioniry Map PE-1905-02IIE-06-02 . Cnmprehensive Land Use Plan ~ ~ ! i s ~ I I 1 ~ I I II Y ~ rl P LL" u ~ • ~ • ~ - . . N FEF ■ I,r ~ ■ n. f~ R LJ~ I ~ .'i r" C =rrrrrrrft TF 4 C , Scale: e inch -tCY42 ft {raundcdl 06M4102 CampnehensnK Lanrf 41se Plan ! Suhjeet P~perty wrthin UGA. Subjec[ Property within 115R 4 t f t r t f F Subjeat Property within PSGA. ~''~""r~ sul+~c=Pro~You~NRL6~.H+,ti'ar , t ,rr ATTACHNiENT iB R€GaMMENDEQ Ci`1N[3ITiONS OF APPRaYAL i I . ~ RECOMMENQED CONDrfIaNS C]F APPROVAL FOR . PE-1905-02/ZE=6-02 , DIllIS3[]N ilF P6APlNING SPOKAI-T COUWY 1. A11 candi4ians imposed by the Hearing Examiner shall be binding vn the "Applicant," which taran shall include the awner or awners af the property, heirs, assigns and successvrs. 2. The proposai shall camply with the prvpvsed llrban F2esidential-7 {L!R-7} zone, as amended. . 3. The final plat sha91' be corosistent with all County SubdiVision f7rdinance final pfat sfandards. 4. The frnal plat shall ba designed substantiafEy in coraformance w1th the preliminary plat nf recard. N❑ increase in density ar nWmbers of lpts shall gccur without a change of candEtion appficatinn submittal and approval. - 5. The ❑ivisirrrr af Pianning Directorldesignee shall review any pfoposed final pfat ta ensure compliance with these Findings and Conditivns of ApprvvaP. 6. A final pIaUnamelnumber shall be indica#ed before the final plat is filsd, sueh namelnumber ta be appraved by the [7ivision airectvrldesignee. 7. ppprapriate road name(s) shall be indicated. 8. The preliminary plat is given canditivnaf apprnval for five (5) years, 5pecifiea1[y to {inserd 5 yesr's from grelEminary approval date}. The applir,ant may request an sxtension of time by submitting a written r:que5t n0 later than thirRy (30) days prior to the above expiration date. Submiss[an of a t;me extansion reguest follvrMing (inser# apprapriats +date) w311 nat be accepted and the prelim€rrary plat vv111 be null and vvid an (insert app►upriate date) If tho $inal plat is nat recorded ln the County Audltar's Offlce, 9. Appropriate uti[ity easemerrts shall be indicated an copies af the proposed fnal pEat. Apprnvsf of utility easements by appropriate utility cornpanies shall be received with the submitta[ af #he final plat. 10 Upon filing the final plat, or a partign thereof, the zvne recfassifieatiara of the final plat area shall be finalized, and the existing zone classifcation shall be changed ta llrban Fdesidential-7 (UR-7) consis#ent with the praposed zvning appraved with the preliminary plat of record. 11. Fnur (4) current certificates af title shall be furn€shed tv the Spokane Cnunty Devisivn of Planning prior to filing the final plat. RE•9806-OI1ZE-7-01. Publ€c FEear€ng L3ivision af P{anning Recommertded Conditions o#Appraval AXracHMEnT C AGENCIf C4MMENTS s. . itEVIEW MEETING ' , . SPUkWNE CU'f3NTY I]IVISLmN mF FLAI~. . ING I]ate; dune 20, 2002 Uepattment: Spokatte Regianal Fiealth District T?epartment Contact Persan: Steven P. Hvlderby, R.S. . Acrivn: PE-19435-02 ! ZE-6-02; Zane reclassification from llrban Residential (L9R-3.5) z.one to the Urba.n Resrdential-7 ('CJR-7) zone. The preliminar}r subdivYSion properses 5 residential lats on 1.(}5 acres. ;Design Review Fvrrn"TECHINCAT1 REVIEVV MEETING: .Tune 20,2002 @ 2: 15 p.rn. Na#e: The follvwing infortnation is to provide the proposall spansvr with priznary agency comrnents ta assist the sponsvr and aid the pror.esspng of public hearing items heaurd Lefare the Hearing Examiner. The following irfarmativn dcres nat grovide a rramplete ar binding final review of the prnposal. This will occur only after tYte groposa1 is acceptedl and placed on the Public He,aring Agenda. The accevtance of the aD~plicatian and scheduling of the applicativn on the Public Heazing Agetada is the primary fimctiorn of this meeting. A secondaxy ftncCian of this meeting is to provide a preliminauy review of the aaplication. This will provide a fvrum f4r the sponsor and other departments of vvhat to expect as standarrd development conditians and design recvmn3endations. T'he comments received are based on a preliminary review of t.he applicataon form and site plan by the Departments and Agencies which have been circulated the infvmnatian (nat all agenGiesfdepartments have been confiacted-only those who haue been detemained tv have primary interest.) t.a. Does the application (or can the develapment) meet requirements ta be placed vrn the Public Hearing Agenda? Z YE5 F-I NO b. If na, vvhat is lacking? 2. After a preliminarv review of the application what "Conditions of Approval" would be required of the deveiopment? (Attach cvnditions if necessary) See attached canditions. SP{]KANE CC]UN'T'Y I]IVI5ION QF BUELDING COI]E ~ ENFC7RCEMEAiT 1026 W'EST BRC3A37WAY A'G'EN[JE SPQ~ ~ SPQ 5ICANE, L~+' 75 9260 Recammended Cvnditians File Number: PE-1905-02IZE-6-02 The applicant should caAtact the Divisian of Building and Code Enforcenzent at the earliest possible stage in order to be infarmed af cvde requirements ad:riinistered.lenforced as authorized by xhe State Suilding Code Act. Designl'development cancerns include addressing, fire apparatus access roacis, fire hydrant flow, appraved water systems, building accessibility, constructian type, occuparicy classificatioa, euisting exterior wall protectian and energy code requuements. Priar tm the issuacace of the initial6uilding germit(s), the applicant shall subrnit to the Division af Building and Code Enforcement documentatiors si$ned hy the water purveyor and the apglicable fire district stating that the pubiic water systein has beenn instalYed, tested and accepted as operational gursuant to the apprcaved water p1an. _ - , ~ oFFIcE oF THE sPOKANE CourTY Err~~~~ PVvrK-2 1426 W Bmadway A►+e {Location} ~ 1116 W Broadway (Mail) Spakane, W,4 99260-0170 (509) 477-3600 Fax (509) 477-2243 TO; Spakane Cvunty Divisivn of Planning FROM: Division of Enginee(ing & Roads ❑ATE: Jurre 19, 2002 RRgJECT: ROYAL VISTA FILE PE-1905-12 Yechnir,allReview Date: (0612012002 @ 2:15) Planner JIM FAL'K Mearing Date: @ ReView Date SponsnrlApplicant: ANDREW 'V'VC3RLOCK (CRAPQ) Srection Tawnship Range. 18-25-44 The Spakane County Dirision of Engineering and Roads has reviewed the above referenoed applica#iarr. The following "Canditions of ApproVal" are submitted to the Spokane County Divisian of Planning for inclusion in the "Findings of FaCt, Cvnclusians and UrderlDecision" shauld the request be approaed. PriQr tn rglease of abuilding permit ar use of praperty as prappsed: 1. That cvnditinnal approval of the plat by the Caunty Eragineer is giVen subject t4 apqrvval of the road system as indicated in the preiiminary plat of record. 2. A Prafess3anal Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage repvrt and calculations that confvrm to the 2001 Edition of the 5p❑kane Cvunty Standards fvr Rgad and 5ewer Canstructivn, the curren# edition of the Spokane County Guidelines far 5tprmwater Management, and all vther applicable standards. The plans and repart shall receiue the County Engineer's acceptance privr to release of a constructinn or building permit or a,pprvVal of the final plat. 3. Constructian within the prvpased pub[ic streets and easements shall be perFarmed under the direct supervision of a licensed engineerlsurveyor, who shall farnish the Caunty Engineer with "Ftecord Drawings" plans and a certificate irr writing that all improvements were instal4ed #o the lines and grades shown vn the apprflved constructivn plans and that all disturbed mvnuments have been replaced. 4. No cvnstructivn wvrk is #a be perFvrmed within the exrsting ❑r proposed public right-of-way unfif a permit has been issued hy the County Engineer. AlI work is su'6;ect to inspection and CC: Applicant ANOREw 4tORLOCK (CIiAPd) EnginaerlSurveyox ANCJREW WORI,[iCK (CRAP0) Planner JYM FALK Page 3 Engineers II 1 • 8esrinq / Review 1 0612012002 TR PE-19D5-02 structures (such as salt ponds, silt traps) ars ta be instafled prior tv vther site wark and the TESC measures are to be implemented and maintainsd throughaut the duratian of construction, including house cvnstructian. 15. Any part of the drainage system that lies vutside of #he pubiic right-af-way will neither be maintained nor oqerated by Spvkane County f+arces. Prior to plan acceptance by the County Engineer, the Sponsar shall prvvide a mechanism, acceptable to the County Engineer, far the perpetual maintenance of the stormwater drainage system. This mechanism shall aisa pravide far the funding of routine maintenance and the repiacement of the variaus companents of the drainage system at the end of the service Iife of the respective companents, and any ather improVements that may be legally required in the future. An Opera#ions and Maintenance IVlanual for the stormwater management system shafl be prepared by the Spansvrs Engineer, arad iracluded in the prvject dacurnents subrnitted to the Caun#y Engineer for acceptanr,e, along with a discussian of the design life of the varivus campanents, a calculated annual cost far repair and maintenance, and a cafculated replacement cos#. Hameowners associativns are accep#ed by the 5pokane County Engineer for carrying aut ths required maintenance functions and respansibilitias. 16. The Spvkane Caunty Engineer has reviewed this project for transportation cancurrency and determined tha# it is exempt under the Phase I - Develvpment Regulativns -S+ection IV (g) (2c). ENQ :I - - ;t ~ P C7 T{ A I`+T E ~ [3 LT N T-sr, A L7IVISI{7N OF Ti-E PL364jC WDItKS DE['ARTivIEIN'T" IJIVTSION QP PZAI+INQHG MICHAEL Lr NFEDF3AIvi, LIIIiEcfCJR MEMdRANDUM TO: Spokane Cvunty Division vf Engineering &Rvads; Jahn Hvhrrian Spokane County DiVisian af Utilities; Jim Red Spokane GDUnty Starmwater Utility; Brenda Sims Spokane Regianal I-iealth District; Steve Halderby Spokane County Uivision af Building & Cvde Enfarcetnent; Rvn Hand _ Spokane Caunty Air Pollution Control Auth4rity, Ghuck Studer Fire Distaict Na. 1 Spokane Caunty Water T3istrict No. 3 FR+C3M: ,~im Fall~, Associate Planner 4 I3ATE: Tuly 18, 2002 SUBJECT: FZeView atid comments for the hearing an August 14, 2002 at 1:30 p.m. FIUE Nfl: FE-1905-02fZE-6-02 BRIEF DESCRIP'I'~ON; Preliminary plaC of Royal Vista to subdiVide appraximately 1.05 acees into fve (5) lots for single-family residences with aZone Reclassification from Urban Residential -3.5 (UR-3.5) to [7rban Residential - 7 (LTR-"7). PARCEL NO: 45182.0709 AAPPLZCANT: Andrew `TVarlack Note that the application and maps were previousiy circulated to your agency. P1ease review and return any comments ta me by duly 31, 2042 At#achments. iVvtice of Pu61ic Hearing MA[L5TOP PWK-7 • 1116 W. BROADWAY AVEfYiJE • SPLJKANE, WASHWGT7N 99260--0220 PHONE: (509) 477-7200 ■ FAX: (509) 473-2243 ■'TL?L]• {509} 477-7133 4 rrOTrcE vF PuBLYC HEARIvG SPOKAI~E COUNTY HEARING EXAMINER TU: All interested gersons, and ownersAtaxpayers within 400 feet YU[T ARE HERESY N'(3TIFIED THAT A PUBLIC HEARINiG WILL BE HELD UN THE LAND [TSE APPLdCATION LISTED BELUW, AS F(]LLCIWS: Applieativn: PE-19[35-021zE-6-02; Preliminary plat vfRaya111ista te subdivide approxamately 1.05 acres inta five (5) lats fvr single-family residences with aZone Reclassification fram Urban Residential - 3.5 (UR-3.5) to Urban Residential - 7{UR-7}. Parcel No(s): 45182.0709 Hearing Date and Time: August 14,2002 at 1:30 p.IIn. PIace: Cnrnmissioners Assembly Raam, Lower Level, Spokane County Fuhlic Warks Building, 1026 West Broadway, Spakane, Washingtan. Owner: Dennis Crapa, 15321 E. Missivn Avenue, Veradale, WA 99037 Applicant: Andrew Warlock, CLC assaciates, 707 W. 7" Avenue, Suite 200, Spakane, WA 99204, 509l458-6840 Address and Laeatiart: 1103 N. Vista Road, generally located west of and adjacent to Vis#a Road and appraximately 150 feet sou#h of Boone Avenue in the NW % of Section 18, Township 25 N., Range 44 EWM. Comprehensive Plan: Lvw Density Residential (LDR) Existing Zoning: Urban Residential - 3.5 ([3R-3.5} Environmental Determinatian; ADeterminativn of Nonsigni~'icance (DN5) vvas issued by the County Divisian of Planrngng, as the lead agency, an Ju1y 30, 2402. The cnra-iment period ends August 13, 2002. Related Permits: In order far the prvject to be developed as praposed, additional permits must be obtained as required by other 1ocal, state and federal agencies. Divisian of Flanning Staff Jim Falk, Associate Planner, (549) 477-7228 HEARTNG EXAMiNER PRC]CEUTIRES Hearing Frocess and Appeals: The hearing will be conducted under the rules of pracedure advpted in Spokane County Resolutian No. 1-0700. A11 Interested gersons may testify at the public hearing, aund may subnnit written comments and dvcuments befare ar at the hearing. The Hearing Examiner may limit the time given to spealcers. A speaker representing each side of the issue is encouraged. Any appeal of the Hearing Examiner's decisian will be based an the record established befvre the Hearing Examiner, pwsuant to Caunty Resolutivn Nos. 96-4I71. Enviranrrtental appeals will follaw the same pracedural route as the underlying action. AIl hearings will b€ ccrnducted in facilities that are accessible ta persnns wPth physical disabilities. Inspection of Fi1e, Cvpies of Dvcuments: AStaff Repart will generally be auailable fQr inspectian seven days befvre the hearing. 'fhe Staff Repork and applicatian file may be inspected at the Spokane Cvunty Divisian of Planriing, 15` Flvar Fermit Center, Public Works Building, 1026 W. Braadway, Spakane, WA 99250-0224, between $34 a.m. and 5:0{} p.m., vveekdays, M-F, except haLidays. Copies of documents will be made available far the cost of reprmduction. If yvu haVe any questivns ar special needs, please ca11 the Division at (509) 477-7200. Send written camments to the Spokane County Division of Plann'rng, 1116 W. IIroadway P'WK-1, Spakane, W.4 99260, Attn:lim Faik, File No. PE- 1905-02. Mations rnust'be made in writing and submitted tD the Spokane Cesunty Hearing Examiner, 1116 W. Broadway PWIC-3, Spokane, WA 99260-4245. ~ DETERMZNATI011IOF NQNSTGrNTFICANCE - "DNS"r WAC 197-11-970 and Section 11.14.230(3) SPOICANE ENVIRaNMENTAL QRI]FNANCE FILE N[]M'BER: PE-1905-(D212E-fi-02 IIESCRIFTIi]N QF PRCIPQSAL: Preliminary plat of Rflyal Vista to subdivide approximately 1.45 acres intv five (5) 14ts for single-family residenees with aZone Reclassification from Urban Residential - 3.5 (CTR-3.5) ta [)`rban Residential - 7(UR-7). PARCEL NO.: 45182.0709 HEARTNG DATE AND TIME: August 14, 2{}d2 at 1:30 p.m. ApPLICANT: Andrevt+ Warlack, CLC Associates, 707 W. 7th Avenuea Suite 200, Spokatie, WA 99204, 5091458-6840 Address and Lo+eation: 1143 N. Vista Ftoad, generalIy located west vf and a.djacent to Vista 1toad and approximately 150 feet sauth af Bavne AVenue in the NW of Sectian 18, Township 25 N., Range 44 EWM. LEAD taIGENCY: SPdKAATE COUNT4° DIVISI(]N OF PL~1' NN1NC'r DETERMINATIUN: The 1ead agency for this proposal has determined that it daes not have a probable - sigmificant adVerse impact an the enwironment. This decision was made after reView nf a completed enVirnnmental checklist and other infarmation on f Ie with the 9ead agency. This informatian is available tca the public an request. This 1JN5 is issued under WAC 197-11-349(2); the lead agency wilt nat act on this propasal for at least 14 days frorri ttie date issued (below). Comments regarding this I3NS must be submitted no later than 5:00 p.m., August 13, 2002, f,f they are intended to atter the UNS. All comments should be sent to the contact person listed below. AESPONSIBLE dFFICTAG: , By: ]im Falk, AssQCiate Planner Spokane Gbunty T3ivision of Pianning 1116 W. Sraadway Ave. PWK-l Spakane, WA 992 -0220 (504) 477-722$ v DATE LSSUED: ]uly 30, 2002 SIGNAT1[]RE: ~V~iT'S RFGA1]Il~TG ~a1tiIlVI~VI'AL ~N ~ AT THE HFARIlVG APPEAL C1F THJS DETERMINATIQN, after it becomes final, may be made to the SPOKANE C[JTJN`IY L]IV'ISION QF FLANNIIVG, 1st Floor, 1026 W. Broadway, Spokane, WA 99260. T`he appeal deadline is ten (IU) caiendai' days after the sigrting of the decisian to appaove ar disapprove the praject. This appeal must be written and the appellant should be prepared ta make specific factual objectipns. Cantact the IDivision af Planning to assist you with the specifics for a SEPA appeal. This ONS was mailed to: • 1. Q State D paztme t v Ec agy {Dly pia 2. pol~~an~ Coun 1NVisio~ of Engzne~ning, 'T a sportatinn LOWg n1iT%_-,15,co19EB"g-e1IhMM~ 3. Spokane County I7ivision of Engineerireg, U$VeIC3p1i1ed1t S4'.1'VIC85; Jahn Hohman 4. Spokane CQunty I)ivisian of Utilities; Jim Red 5. Spokane County 5tormwater Utility; Brenda Sirnis f. Spokane Regional Healih District; Steve Holderby 7. Spokane Gounty Air Pollution Contral Authority, Chuck Studer 8. Spokane Counry Division of Building and Code Enforcement, Ran Hand 9. Spokane County Fire Protectian District No. 1 10. Spokane Covnty Water I3istrict Na. 3 OFFICE [7F THE SPQKANE CC)LTNTY ENGfNEER PWK-2 1026 W Broadway Ave (Locatlvn) 1116 W Broadway (Maal) ~ Spokane, WA 99260-0170 (509) 477-3600 Fax (503) 477-2243 « 8 TQ. Spakane County C]ivisivn of Plan~ring FROM: Divisian of Engineering & Roads ~ ORTE: June 19, 2t]02 PRQ,IECT: ROYAL VISTA FILE PE-'! 905-02 Techn iCallFteview Dafe: (0512012002 @ 2:15) Planner: JIM FALK Hear%ng Date: @ Review Date SponsvrlApplicant; ANDREW WORLaCK (CRAPO) Section Townsfaip Range: 18-25-44 The 5pokane County Divisivn of Engineering and Raads has reviewed the abave referenced applicatinn. The fallawing °Conditivns of Appravaf" are submitted to the Spokane County+ Qivisivn of Paanning for inclusion in the "Findings of Facf, ConclGSians and Orderlaeeisiorr" should the request be approved. Rrior tv release of abuiCding permit or use of pro,perty as propased: 1. That conditional approval of the plat by the Gounty Engineer is given subject ta approual of the raad systern as indicated in the preliminary plat of recvrd. 2. A Professianal Engineer, licensed in the 5tate of Washington, shafl submit final road and drainage plans, a drainage report and calculations that conform #o the 2001 Edition of the Spvkane Coun#y S#andards for Rpad and 5ewer Construction, the current editivn of the Spoicane Courtty Guidelines for Stormwater Management, and aII other applicable standards. 7he plans and repart shall receive the CQUnty Engineer's acceptance prior to release of a construction ar huilding qercni# Dr approval o# the final plat. 3. Cans#ructivn ►rvithin the prapased public streets and easements shall be performed under the direct supervision of a licensed engineerlsurveyor, who shall furnish the County Engineer with "Record C]rawings" plans and a certifcate in writing that all improvements were installed ta the lines and grades shown on the appraved construction plans and that all disturbed monuments have been replaced. 4. No constructian work is to be performed within the existing ar propvsed public right-of-way until a permit has been issued by the County Engineer. All wark is 5LlbJeCt tv qnspection and CC: Applicant ANI]REW W6RLOCK (CRAP4) Enginear/Surveyor ANDREw WORLQCA (CRAP6) PZanner JIM FAS1E( Page 2 Engineers Hearing / Review / 06/20/2002 TR PE-1905-02 approval by the County Engineer. 5. All construction within the existing or proposed public right-of-way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "Record Drawings" plans and monumenting the street centerlines shall be filed with the County Engineer. 6. Road design, construction and drainage control for 1/2 right-of-ways are the responsibility of the developer. 7. Approach Permits are required for any access to the Spokane County road system. 8. A statement shall be placed in plat dedication that no access shall be allowed from lot 2 to the driveway easement which serves lots 3, 4, and 5. 9. The County Engineer has designated a Urban Collector Roadway Section for the improvement of Vista Road which is to be constructed adjacent to the proposed development. This will require the installation of 8-10 feet of asphalt. The construction of curbing and sidewalk is also required. 10. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 1-0298, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 11. 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 roadway improvements herein specified. 12. "The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." 'The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." 13. The applicant shall grant applicable border easements adjacent to Spokane County Right of Way per Spokane County Standards. 14. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan shall be prepared by a WA State licensed Professional Engineer and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession. The TESC plan is to include, at a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas shall be filtered prior to discharging into a detention pond, swale, infiltration facility, or natural drainageway. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County prior to site disturbance. The TESC major i Page 3 Engineers Hearang / Aeview I 06120I2002 TR PE-1965-02 structures (such as silt ponds, silt traps) are to be instailed prior to ather site work and the TESG measures are tv be impCemented and maintained thrvughouf the duration of canstruction, incEuding house construction, 15. Any part of the drainage system that lies autside of the pub1ic right-af-way will neither 4e maintained nor aperated by Spokarre County forces. Prior tv plan acceptance by the Cvunty Engineer, the Spvnsor shall pravide a rnechanism, acceptable #v the Coun#y Engineer, for the perpetual maintenance of the storrnwater drainage system. This mechanism shaII alsa provide fQr the funding of routine maintenance and the replaeement of the ►rariaus componen#s of the drainage system at the ena of #he service life of the respective cvmponents, and any ather improvemenfs that may de legally required in the future. An Glperativns and Maintenance 1Vianual fior the stormwater management system shall be prepared by the Spvnsor's Engineer, and included in the Project dacuments submitted to the County Engineer for aeceptance, alvng with adiscussion of the design life of the various components, a calculated annual cost for repaic and maintenance, and a calculated replacement cast. Homeawners Assaciations are accepted by the 5pokane Gounty Engineer far carrying vut the required maintenance functivns and responsibilities. 16. Yhe Spokane County Engineer 'has reviewed this praject for transportativn cancurrency and determ ined that it is exempt u nder the Phase I- Developrnent Regu1ations - Section IV (B) (2c). ENQ ~ Baldwin, Greg From: Fiohman, John 5ent: Wednesday, June 19, 2002 7 33 AM To: BaIdwin, Greg Cc: Kirnball, 5andy; Engelhard, Scott; Sims, 6renda, Peterschmidt, Lucy Suhlect: PE-1905-02 Preliminary Plat of Royal lAista -Proposed Conditions of ApproVal A cancept drainage plan 9s not required fihe fallowzng are my recommended conditipns of approval. ■ A Prvfessiona[' E ng ineer> licensed in the State af Washingtan, shafl submit finaB raad and drainage pfans, a drainage report and calculations that confvrm to the 2001 Spokane Cvunty Standards far Road and Sewer constructiQn, the current edition of the Guidelines for Stormwater Maraagsment, and afl standards and laws thafi are applicable to this project. Any final rvad and drainage plans and a arainage report shall receive the County Engineer's acceptanGe prior to release af a eonstruction ❑r bu'rlding permit oc approval of the fina0 plat. Dracnage language will be drafted by 5pokane County and provided to the Sponsvr's Engineer or 5urveyor for inclusion in the final p@at dvcument following plan acceptance by the Spokane County Engineer. • Erosion Control: A Temparary Erasion and 5edimentatian Cantrol (T'ESC) plan is to be prepared by a VIIA State lacensed Professional Engineer and implemented throughout the duratian of construction. The TESC plan is to be prepared using best rrianagemen# practices (BMP's) currenfly accepted within the Civil Engineerirtg profession. The TESC plan is to include, as a minirmum, agrading plan, location and' detaifs of silt cQntrol structures, arrd street cleaning prvgram. Runoff from exposed areas rrrust be filtered prior to diseharging intv a detention pvnd or evaporatimn pond. The TESC majvr structures {such as silt ponds, siCt traps} are to be installed prior fia ather site work and the TESC measures are to he implemented and maintairaed throughout the duration of constructian, including house construction, • The drainage 5ys#em outside of the public right-af-way will neither be maintained nor vperated by 5pvkane County farces. Privr to plan acceptance by the County Engineer, the 5ponsor sha91 provide amechaniscr°i, acceptable to the Gounty €ng6neer, for the perpetual maintenance gf the starmwater drainage system. T'his mechanisrrs shall also prvvide far the funding of rQUtine maintenance and the replacement of the varivus companents of the drainage system af the end of the service life of the respective compvnents, and any ather improverrients that may be legally required in the future. An O,perations and Maintenance Manuaf far the starmwater management system sha9G be prepared by the Spansar's Engineer, and included in the project dacuments submitted to the Caunty Engineer far acceptance, alang with a discussivn of the design kife vf the uarious companents, a calculated annua9 cost fvr repair and maintenance, and a calculated rep9acement cvst. Hvmeowners Association$ are accepted by the 5pakane Cvunty Enginser for carrying out the requir+ed maintenance functions and respansibilities. Thanks, Jahn V Hvhman, P.E. P ~ bll 1/0 401VIe G ),N U°2 (-5a T r CJ.~ l''l ~ ~ Gc) , vju r C ' N o Co,~ ~ ` ► ~ ' ~ fo ~prc ~.r e ~ e D ~ 5 1 c~lia ~~~~clk) C 0 ev [vt~~~ - e*~,, PAGE 1 12:57:22 18 JUN 2002 Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 05161 VISTA CL (START) .000 GREEN BLUFF CL R 09 GRAVEL 22 VISTA CL (END) .610 GREEN BLUFF CL R 09 GRAVEL 22 05162 VISTA CT (START) .000 VISTA DR (END) R 09 GRAVEL 14 VISTA CT (END) .120 NORTH END OF ROAD R 09 GRAVEL 14 05164 VISTA CT (START) .000 SOUTH END TO COLUMBI U 19 PAVED 37 VISTA CT (END) .150 COLUMBIA DR U 19 PAVED 37 05163 VISTA DR (START) .000 GREEN BLUFF CL R 09 GR.AVEL 14 VISTA DR (END) .020 VISTA CT (START) R 09 GRAVEL 14 .620 NORTH END OF ROAD R 09 GRAVEL 14 05165 VISTA GR.ANDE DR (STA .000 DEL REY DR (END) R 09 PAVED 22 VISTA GRANDE DR .510 CASTILLO CT (START) R 09 PAVED 36 .610 CERRO CT (END) R 09 PAVED 30 .700 MONTE VISTA CT (STAR R 09 PAVED 30 VISTA GRANDE DR (END 1.030 NORTH END OF ROAD R 09 PAVED 36 05170 VISTA PARK DR (START .000 COLUMBIA DR U 19 PAVED 46 VISTA PARK DR .030 ROWAN LN (PVT RD) U 19 PAVED 46 .060 PARKSIDE LN (PVT RD) U 19 PAVED 46 .090 PARKSIDE LN (PVT RD) U 19 PAVED 46 .120 SANDLEWOOD LN (PVT R U 19 PAVED 46 .150 SUGAR PINE LN (PVT R U 19 PAVED 46 VISTA PARK DR (END) .240 RED OAK DR (END) U 19 PAVED 46 05169 VISTA PARK DR (START .000 JENSEN RD R 09 PAVED 40 VISTA PARK DR (END) .220 EAST END OF ROAD R 09 PAVED 40 05130 VISTA RD (START) .000 APPLEWAY BV U 17 PAVED 40 VISTA RD .120 SPRAGUE AV U 17 PAVED 40 .190 UPRR CROSSING #54072 U 17 PAVED 40 .280 HARRINGTON AV U 17 PAVED 40 .390 VALLEYWAY AV U 17 PAVED 40 .510 ALKI AV U 17 PAVED 40 .640 BROADWAY AV U 17 PAVED 40 .i~ 2 ~0 U 0 ~4 'It ~ li U - 0 0 1.020 SINTO AV P V I7 20 VISTA RD (END) 1.140 MISSION AV (START) U 17 PAVED 20 05131 VISTA RD (START) .000 MISSION AV (END) U 17 LIGHT BITUM. 20 VISTA RD .010 AUGUSTA AV (END) U 17 LIGHT BITUM. 20 .070 NORA AV (END) U 17 PAVED 20 .100 NOR.A AV (START) U 17 PAVED 20 .120 BALDWIN AV (END) U 17 PAVED 20 .190 INDIANA AV (END) U 17 PAVED 20 .310 KNOX AV U 17 PAVED 20 .410 BNSF CROSSING #54073 U 17 PAVED 20 .430 BNSF CROSSING #54073 U 17 PAVED 20 .470 SR 290 (TRENT) U 17 LIGHT BITUM. 20 .500 CARLISLE AV (END) U 17 LIGHT BITUM. 20 .560 JACKSON AV (END) U 17 LIGHT BITUM. 20 .620 MARIETTA AV (END) U 17 LIGHT BITUM. 20 .690 BUCKEYE AV (END) U 17 LIGHT BITUM. 20 .750 GR.ACE AV (END) U 17 LIGHT BITUM. 20 .810 FAIRVIEW AV (END) U 17 LIGHT BITUM. 20 .870 FREDERICK AV (END) U 17 LIGHT BITUM. 20 .930 UTAH AV (END) U 17 LIGHT BITUM. 20 .940 UPRR CROSSING #54185 U 17 LIGHT BITUM. 20 .950 EUCLID AV (END) & MI U 19 LIGHT BITUM. 20 1.070 LIBERTY AV (END) U 19 LIGHT BITUM. 10 VISTA RD (END) 1.190 GLASS AV (END) U 19 LIGHT BITUM. 10 I 05132 VISTA RD (START) .000 UPRIVER DR U 19 PAVED 28 • , ~ i { ~ S 1"z la ~ Q 'V 3.z r 'y A L3IVS5ION L3F THE PUSLIC WQRKS DEYARTMEN!' I71VISI9N OF PLANNING 1VIICHAEL V IVEEB]HAM, L7IBECTC)A ~~~ORANDUM I]ATE: Tune 6, 2002 TQ: _1Vi , - 13 1?a1sp47 A~~~ion ='[lg e ~!'i]Re. ' of ;ng I vr) 'M1 Division of Engineering and Roads - 7ewelvpment 5ervices; John Hahman Division of Utilifiies - Infvrrnation Management; Tim Red Division af Utilities - 5tormwater Utility; Brenda Sims Spakane Regional Health T)istrict; 5teve Holder6y Spakane Coun#y Division vf Building 8c Cade Enforcement; Jeff Forry Spokane Cvunty Air Fallution Control Authority; Chuck Studer Spvkane Transit Aufihority West Valley Schoal District No. 363 Spokane Cvunty Fire District Na. 1 Spokane Cvunty 17LJater District Na. 3 Spekane Cvunty Division af Parks arid Reereation; l]oug Chase Uf#ice af Hist4ric Freservation FROM: 7im Falk, Assvciate planner RE: FE-19Q5-021 ZE-5-02; Prelirninary Subdivision and 2ane Reclassificatian Attached are copies of the above-subject rezane and greliminary subcfiivisian applications submitted by Andrew'VI1orlack af CLC Associates. The applacation proposes a rezane from Urban kesidential (UR-3.5) Zane to the Urban Residential-7 (UR-7) Zone. The preliminary subdivision proposes 5 residential lots an 1.05 acres. Atechrr,ical review ineeting wall be held at 2: 15 PIVI, June 20, 24302 in Gonference RaQm 1 Aon the 1st floor of the Public WvrkS Building 1025 W. Broadway, Spakane, WA. Please complete the attached farm and cabne ta the meeting prepared to cQmment on the proposal and identify if the applicatiorr is ccarriplete. NOTE: The Division of Planning is circulatang the SEPA Checklist for eomrnents. This will be the onl,y #ame you vwill he atrle ta comment regarding the SEPA Cbeckiist for t'his project. Attachments: Technical Review Farm, Prcaject Application, Site Plan, Vicinity Map, SEPA Checklist Copy without enclasurres: Andrew Warlock, CLC Ass[~ciates, 707 W. 7`~ AVenue, 5pakane, WA. 99204 Dennis Grapa, 15321 E. Missian, Veradale, WA 99037 MniLSTaP FWK-1 ■ 1116 W BRDAC3wAY AVEMJE • 51'OICAPIE, [NASHIIVGTQN 99264-0720 PFiC)NE' [509) 477-7200 • FA?C (5D9) 477-2243 +TDD• (509} 477-7133 Spvkane County l]ivision of Planning Technieal Rewiew Meeting Meeting Date and Tame: Tune 20, 2002 @ 2: 15 p.m. Prvject Fn1e N0.: PE-1905-021ZE-6-02 Prvject Lvcation: 1103 N. `Jista Road, which is generalIy located west vf Vista Rvad and south erf Soane Avenue in the Nvrt.hwest '/4 af Section 18, Township 25 N., Range 44 EWM, 5pokane Cvui°►iy, VVashingtvn. CQmprehensuve Plara, Low Uensity R.esidentiai (LD1t) Prvject Description: The application prrrposes a rez4ne from CTrhan R,esidential (CJR-3.5) 2ane to the Urbarr Residsntial-7 {LTR-7} Zone. The preliminazy subdiuision proposes 5 residentzallQts an 1.05 acres. Parcel No(s): 45182.0709 Dvvrier: Derunis Grapa 15321 E. Mxssion Veradale, WA 99037 Applicant: Andrew W arlvck, CLC Assvciates 707 W. 7`hAvenue, Suite 200 Spokane, WA 99204 (509) 458-6840 Project Planner: !im Falk . . SPC]fl_ .'NIE COUNT~ DME- JN U~ PL G REcEIvED SPOKANE CvUNsr • PRELIMTNARY SLTiBI)MSIUIIT ANI) ZC3NE RECLASSIFICARhU..-2002 APPLICA'TIDltii ~ DIV'lSlDN OF PLANNING PAR'I' ~ E ~'06~02 PE~190 -02 A. +GEIVE~ TNFO~.A~Q . ~ NANIE OF APPLICANTIREPRESENTATIVE: CLC Associates. Attin: Andrew Worl.nck MAIL1NG AL)17RESS: 707 West 7th Avenue. Suite 200 GI`I`Y: 5Dokane S7'ATE: WA 2ZP: 94204 . PHC]NE: (509)45$-6840 (work) (home) FAX: f5C191458-6844 IF APPLICANT I5 NO'I' OWNER, Id►7CLUDE WItl'rTEN QWNER AUTHQRIZATION F(]lt A,PPLICA►1`I` TO SERV'E A5 k~PRESENTATIWE. LEGAL OWNER'S NaME: Dennis Crana PH(7A[E. (509 ) 924-89fi4 MA1LING ,AUDRE55: 15321 East Missian Avenue CI'I`Y: Veradale STATE: WA ZTP: 99037 PROIECT/PROP[]SAT. SITE AREA (acres or sy_ ft) 1.05 Ac r e s AD]ACENT AREA OWNED C]R CONTR[3LLEI) (acres ar s$, ft.) N 1A • A55ESS[7R PAKCEL #S OF PRi77ECTIPROP[]SAL 45182.0709 ASSESSOR PAR4:EL #5 OF ADJACEPBT AREA OWNED OR CClN'TR{]LLEI3 Nf A STREE'I"AL?DRE55 OF PFZOP[]SAI. 1103 Nor'th'Vista Rvad EXtsTnvG ZQrE cLAssUFlCArzQrr(s) (vATE EsrABLIsHEa) vR- 3.5 EXIST1NG [,TSE OF PRqPERTY 5injzle Family Residence PRpP[?5E7~ ZONIAtG Y]R-7 COME'RET-iENSIVE PLAA1 CATEGORY Lrstia i3ensitv Residential SCHHl7[]L DTSTRICI' WV #3 b 3 FIRE DIS'I`RTCT Fire I3istrict No. I WATERPCIRVEYf]R SCWD #3 PRC]PC3SLI7 T]SE OF I'ROPEkTY: Single famity dwelkings (K) duplexes Multifamily dwel[ings Ivianufactured hgmes ( } Eusiness ( ) Industeial { ) Nixec3 Use { ~ +[]ther { ) - I7escrabe: LISTPRE►JIt7i]S PLANNINCr ACTIClNS 1NVC]I.VINGTMS PR(]F°ERTY: Final Plat ❑f Dorrc"s Adr3ition. B. LEGAL1Z(3NE RECLASSIk'ICATION TNFORh'IATI[.ll►1: LC]CAT"ION OF PROPOSAL: West side of Vista Raad, south eaf Boone Avenue SEC`PiQN 18 1`OWNSHIP 25 RANGE 44 • . SLFBi]IVISII7AT AND ZC3NE RECLASSIFiCATi{?N APPLICATION Page 2 af b T1AMO ~"1F pU13LIC 1tOAL3(S) PROVIDIIRTG ACCESS: Vi$ta Reaad WIUTH OF PAOPERTY FR(Jld'TING ON P[78LIC RQAL7: 151 F e e t DOE5 THHE PkvPClSAL HAVE ACCESS T+C3AN ARTERIAL C3R PLANNEb AltTERIAL (1} YES ND NAME(S) OF AR`i`ERIAL R[3AT]S Vis ta Road I,EGAL DESCRIYfIfJN OF PR[]PERT1' (Attach iegaF descriptian with snurce af 1ega1 clearly tndicated.) IN"CLU'I]E LEGAL DESCRIPTTON FOR ENTTRE AREA TD BE SCFBI]IVII72ED flN PRELIMiNAItY 5LBF3IVISImN MAF AND REQ[]ES'TEI] ZQNIA['G FOR EACH LO'C thND BLC]CTC Ff3R MI]LTfPLE Zf3NE REQ'(]ESTS. Zvt 8, B1ock 1, Dorn's Addf,[ion. IF Y[]ll Df] AIQT I-iOLD 'i`ITLE Tf.] PR{3PER'TY, WHAT I5YCDTJR INTEREST IN IT't N]A WHAT ARETIHE CHANGED Ci]NDITIfJNS OF TTS-E AREA WHICH YO[]'FEEL NLAKE THTS PROPDSAL W'ARRAN'TED? (see at tachment #1) 1TaHAT IMPACT W4'.L THE PRf3P[]5ED ZC]NE RECLASSIFICATfON HAVE OI'Q THE AI]]ACENT PROPERTTES? (see attachment #0 WHAT FAC`iORS SUPPURT TfIE ZONE RECLASSIFICATION7 (see attachment #1) WI-AT NlEflSi IRES I301'OCJ PR(I~PaSE TU MITIGATE YC1llR PROPt7SAt.`S ,iM1'AC"1` QAI SURRC)UNUING LAN7]USE? (see attachment #1) C. P'RELEMNARY ST7BDTVISI(3N GENERAL INFORIVIATIDN: NUM$ER OF LClTS: 5 GR[3S5 A1tEA: 1.05 Ac re s T'YPTCAL I.OT SIZE: Approac:. 9, 700 5. F. PRC3POSEU NET DENSM*: 4.76 5MALLEST LC]T SIZE: 6,882 S.F. MTNIIvI[7M FRQNTP1+GE; 65' PR+DPC}SEi7 SflCTRCE OF WA'TEA: Individual vvells Public system (K) Private Carnmuinity System ( 3 Clther { } - T]escnbe: PR{3F~~ED IiDEANS OF 5EWAGE DISPtJSAL: Public sewer (IQ Community systsm S tic tank and drainfiePd ~7o►sble PTumbing f ) ~►ry Sewer er ( ] L)escrihe: llTiLZT't' C[]MFANLES ANDIC3R IJISTRIC`I'S TC3 PROVIDE SERVkCE TO '1'MS PROPQSAL: Electricity: Avista 5ewer: Spakane Countv Gas: Avista Water: SM #3 Phone: QWest . , - , SU$DIVISIQN AND ZflNE RECLASSIFICA'T3[]N APPLICAT'dmN Page 3 0f C . DO YDLIi DRTH~E DWNER IN THE EYENT YOU DO A1OT OWN Z'HI5 FROPEItTY, HAVE ANY PLANS FQR F[JTCIRE AI7DIT1f7NS, FXPANSION5 O12 F[7RTHEA AC37Yi'6Y RELATED Tti) `IHIS PRDPC35AL? 'lfes ( ) No (X) TF YES, EXPLAIAT: D. PRELINIINAtY SITBDTVISIaIY IMPROVE1V'E1V'T INFf]RMAT'IC]N. LEVEL OF STREE'F HAPRC3YEMEN'fS FRC7PC35E3]: Private roads (X) PubIic roads Arterial rnads Iract X rpads I?ESCRTBE ANY CONBINA'1'[[]N OF ASf3VE: ESTIIVATED TME PERTUD EXPECTED FOR C[]NIPLETE I]EVELQPMEN7 OF THE SCIBLlIVF5IC3N: One to five years. I IS PNA5ITIG OF '1'HE FINALIZATION OF THE SLIBDPASI(]N PRQP[35ED? Yes No (g} _ IF YES, SHOVV PHASIltiiG ON 'iHE PFtEL1MINAkY SUBD1VI5I[JN MAF. iS AEI]ICATTIQN OF LAND FDR PUBLIC 'L]SE CONTEIIPi.AT'ED {Parks, schaois, etc.}7 Yes No (8) TF YES, t]E5CRT8E: ■ NET QENSTTY IS LIMTS OR LC1TS FER ACRE MINUS FRTV'ATE AND1OR PiTBLiC FLGAD AREA. PART 11 FLRE MAR5HALL 1 F'ZRE DISTRZCT RCW 36.70 B requires eaply caordinati6n and ir►fortnation A. 'f`HIS PRC]PC]SAL IS'VVl'IHIN ~IRE PR[3TEC'1'I0N 3lIST'kICT ND. J- B. ►NHA,T IIIPRQVEhIEIVTS NEED TO BE MAI)E TO NEE'T T'HE DISTRIC'7"5 FIRE PAOTECTIdN REQUTREMENTS? Ac6ew F:'oe 4imar-an,..!s Nect~-s i-o KE r7"r--a v~ocj> c. ( ) sEE ATTACBED LETTER DATEn: D. REQvMED FIRE FLflw (gallons ger nni.nute): 9f Iqt r I have iewed the proF sal a►rd huue advisad tlze applicant af the Fire I)rstrict requrremerrts. .'~r Qc~ ' " - STr T'[3RE `TI'`LE `D '1'E , ~ - ' SUBDMSTON AND ZONE RECLASSTFICA"1'IC)N APPLICATION Page 4 of 6 wATER PURVEvaR RCW 36.7{} B requires early coerdinatian and informatitrn A. T'HIS PAC3Pt35AL I5 WITHII+I VVATER DIS'I'RICT: B. SATISFACTORY ARRANGEMENTS FUR I3C]MES'I`~C WA'TER AND FIRE FLpW H.4YE BEEN MAI]E AS FOLLQWS: A WA"IER 5Y5TEN! PLA1+I M[J5`I` BE PREPARED: YES NC7 R.EQCT[REI1IENT5: C. (X, SEE ATTACHEL) LETTEIt DATED: o "L ~ l huve revrened lheproposaT and huve at#'vised rhe app!'icant af [he 1?istrict requrremerrts_ SIGNATfIRE 'I"fTLE I]ATE SFaKANE REGIONAL HEAL`l'H DISTFtTCT RC9V 36.74 B requires earty cvvrdinatian and information A PRELUM1NARY I?ISCUSST(7N HA5 TAKEN F'LACE, I! COl"LETE APPLICATICIN MUST 1NCLUDE: B. sEE A`a-rACHED LETrER DA`rED: After a Frel'rmrnary teviet+ of the propusal, I furve rrdvrsed the applrcQnt of some vf the Spokane Iiegivnad Heallhr requirements. tt comglete anri detailed revaew wrll be provrdEd rrfter the apphcation is submittec$ whtch 'Id resudt in a com Iete dist of regurrements and corrrtitinn.r regarrting Healfh prc+visron.s, far the p pl gp SIG A~ TMLE oATE sEwER PuRvExOR (City of 5pokene or Liberty Lake) ACW 36.70 B requires early coQrdination and information A PRELdM`iNARY DISCUSSII"JN IiAS TAKEN PLACE, A{CCIMFLE'TE APPLYCATIDN MUS'I' INCLUDE: ~ B. ~ )sEE ATrAC~n LE7oftheprop0 ~a ~n: ,4fter a prelrinrrrury review T have ctdvised the applrcarrr of some of'the ~Sewer requiremertts. .4 cQmp lete and detailed review wi!l be pr ' d c~~er r~re applrcatforr rs sub►irrrted, which will result rrr a ewer pravrsian.r far dhe prapo.sal. cornplete Ii,st afreyutrements und canditron.s re ing S STGNATCJRE `=TITLE QATE ' SUBDIVISTON ANI) ZONE RECLASSIFTCAT'IDN AFPLICA'T'I4N Fage 5 af 5 sUxvEYaR vERIFICAnarr I, TNE UNDERSTGNED, A LICENSED LANU SURVEYQR., HAVE CflMPLE1'EQ'THE 1NFOAMATION REQi.TF-g'TED AND THE ZO'NIING , LEGAL DESCRIP'1'IaN, ANI3 PRELIMINARY PLAT H.AVE BEEN PRLPARED BY ME OR L]N~BK CIP~~tVI ACCORIIANCE WI'TH 1`~ REQ[11REN~ENTS OF THE SPOKANE COlJNTY ZQ 15LTB T+F GULATIQNS AND '1`HE LAWS OF THE 5TA'TE 0F WASHINGTON. SIGIdEU: L7ATE: 41410 2 p►DDRESS: 707 Wes t 7 th Avenue, 5uite 200 PHDAIE: 458-5840 5pokane, WA , 7.I1': 99204 PART M (s~GNATvxE OF PxvgEuTv ovvrrERS Q~ ~ETTER OF AvTHoRIZArior)) 1, THE UNI]ERSTGNED, SWEAR vlt AFFIRM L1NflEA PENALTY OF PER]UR4' THAT THE A8[]VE RESPONSES ARE MADL TRUTHF[7LLY AND TU THE BEST OF MY KNUWLE]GE. I FURTHER SWEAR C]R AFFIItM 1HAT I f4M THE OWNER OF RECORD OF THE ARF-A PROPQSEI? FC]R T'HE PREVi[]USbY IlIENTIFIED LAND C75E ACTION, OR, ZF N07' THE OWNER, ATTACHED TiERERITH IS WRITTEN PERMISSIC?N FR4M'rHE DWNER AllTHORT2ING Ml' ACTIDNS [JN HI5IHER SEHALF. SIGAiED: L ~ ~ *0 I]ATE: AODRESS: PHaNE: Kut ~ zIP: 2- a ~ ~ Z - - A'T~~VE ~TE ~ IGI~TA'T[ TRE OF APPLICANT QR ' STA'TE OF WA5T3[i+IGTUN ) } ss: COiJN`FY OF SPaKAldE ) /10 SIGNEI? AND SWURN OR AFFFIRMED 8EF(]RE ME ON 'fHIS I[0 DAY OF - ,20P,2, sY Andrew Worlock- Nf3'TARY SEAL Na#ary Pub3ic in and for the 5tate of Washingrton WANbA T. CLARK Residing at: ~ NOFARY PUBLIC STATE OF WAShIINGTQN MY aPPointment expires: 0/CJC~ D'.~ XP1RE5 lANIJARY d, 20d3 -1' C Itk r k , u • SUBDIVIaiON AND Z()NE RECLASSIFICATION APPLICATIION Page b af 5 - PART IV {Ti? BE C[]11TLE'TEI] B'Y THE 1]NT5IDP1 OF PLANIVING) I]ATE SUBMI'Z"fED: F'ILE DpeTE ACCEP'TED: BY: TQTAL FEES: RECETP'd' PREL 5UB[3N REZONf APPL rev 01111102 mb - MAR-25-02 M4H 9:17 AM YEi , FAX HO. 9. ,29 P. 2 • . . _ - uerbhcate ot water wvaiRao[Iily ~ . . ProJect Description iriiis Sectlon to ba Completed bY ApPlicant ~ ( \ PIDjeCt Nam9; r-7 ¢ 1 V-i_ ~ - op'Y'V0i% • ~ ~ Parr.Ql Numbers: General0escripUan of Project ~ o ea I 1 I S 4d1 ~ ~ I ~ ,r ~ Water requested: Number of Residentlal Taps 1~ ;or Cammerclal-Ffvw gpm Fire Flvw Requiraments Triis 5ection by 5,pokane County Build'mg anc# Gode Enforc0ment Narne of Wat+er Purveyor S"Fo V--4'.~'L F- C~OC1- Vu-04 W1~ -CC2 '~>c-t~,WzAc-C Fire Ffvw Requ€red C-3 gpm; a, psi; foc 3 C) mihutes. Certiflcativn 8y Purveyor Water 3ysFiem Narr~eG-Vo kc..tie LL7-ua.Al., Wik~e.v LX~'V~t k2iWA D0H ID# C? 3:3 So 6 . Yes No 1. ~ 0 The water system has a current Washfngton Department of HeaEth C]perakirig permit, afl~owing Ehe nurnber af new taps oT water requested. 2_ ~ 0 7Fia propased projeot is onnslsfent uvith the water PurveYoCs currer►t DOH approaed water systern plan. 3. ~ 0 The off site souroe, storage and bansmission infrastructure of the water purveyor is sufficient to prcrvide the service required for the prvposeci project. 4 a 0 N1A ff 3 is no, has financia6 security been prvvided tea insure infrasbvcture Pmpro►rements are oompleted? (Checlc lllvlAppHcabja if 3 is yes-1 5, ~ 0 The water system i5 wllllng and able t4 provide water as requested at this time. If water system is unable, or unwifling ta supply water at this time, please describe why: This Certificate vf ►Nater Avaiiatsility is nvn-trar7sferable tv rathar projects. (Far refevant lavvs, see FiCVII 58.17, 36_70A and 19.271 Further, a new cerUficate of water availability shaEl be required iP 1} a prnJed modificativrr resu;ts in greater water demand, Qr 2) a prvject extension of time is requested. Geftifled by: ~ w M m V'Q"1 c'r Prlnt Nam 7itle ~0Q - ~ ~ 4- C? SEgnakure Aate Concurrency Determination - This Sactlan to he Completed by Spekane County If 1, 2, and 6 are checked yes and 3 or 4 Is che.cked yes and ali of the Mrmation is camplete and tha water purveyar has signed the abvve Certificate of Water Avallability, C[7f3[:t1ITEnCy I5 SatlsfiBd Fbl' INatHf. OthG'•r1N'tSe, a'efer applicant to 1he Qivision Of LMIICIGS. ~ 7his develvpment is exempk from cvncurrency for water service, Yes (Va This develapment meets the ooncucrency requirements for water ser+r9ce. . Signature aF 5pvkane 0ounty FCepresentatisra pate ' • ~ . . CER71FlGATE OF SEINER AVAILABiLI'rY Thls tnvm Is onlv fn be su6mJtted as an ettschment to a fully campleted analicafion. Name vf $awer Utllity: GERTIFICATI{]N ~ it I % Pmjeck Name: ~d l PBfCBl NLII11b8C$: Gsneral Project Description: The abvve named Pubfic Sewer System is capable of and will supply sewer service to the referenc,ed project or subdivisian. 1. Is sevirer currentJp available, with serrrice cAnnectians pravided as required, to serve the propvsed development {If yes, go to signature block; If nv, go to 2a} Q Yes N No 2a. Is the site within the 5pokane Cvunty Sewer six-year Sewer Capital Improuement Program? (ff nv, ga to 3) d Yes N No 2b Wi11 the developer design, fund, construct and pravide financial suraety fvr the necessary systems to praviiie ary6ne Sewer andlor OnubCe Plumbing Dry 5€de 5ewers as rsquired? {I# no, go to 3) ❑ Yes 9 No 3 Will the developer design, fund, constnact anti provide financial surety far the necessEiry systerns to exxtend sewer servEce to the site and provide senrice oonnectivns as required? ~ Yes ❑ No Zltis Csrtlfilcate of 5ewer Availabllity is nvn-transferable to other projects and shall be valid as lang as +the refersnced praiect ramairrs ackiYe and is not madified. 'a;&b'y: P n Nams 776re CC3NCURRENCY DETERMINATICl1►t sf yes to questan 1, ar qu$stion 2b, ar questivn 3 ahave, cvncurrency is satisfied for s$wer. atherwise, refer applicant to the Division of Utilities. This develQpment is exempt fram canGUrrency fnr sewer service. ~his developmeRt oe does no#} rriest the concurrency requir8ments far sewer service. s e Co,nty a~ Csrt of Sarvar Availablllty.doc 01/09»2 Ruya! Yistrr Preliminary Pdut rand Reznne PAGE 1 ATTAGT-iMENT #1 APPLICATIC)N FC)R PRELIMINARY PLAT, ANTJ ZQNE CHANCE SECTIDN B: LEGAUZONE CLASSrFiGATIVN INFQRMATIC3N: . What a+re the changed conditions of the area which ynu feed make this prapnsal warranted? The primary changes are the adaption of Spvkane Caunty's new ComprehensiVe Plan by the Baard of CQUnty Camrnissioners in November nf 2001 artd the adoptiun of the Phase I Development regulatians in Tanuary of 20[]2. Both these activns indicate that the area in which the property is 1ocated is suita.ble fcar residentia1 develapment up ta six units per acre, utilizing the UR-7 zaning category. The proposed C]R-7 zane arid preliminary plat irnplement the new ComprehensiVe Flan designation. What impuet will the proposed znne reclassifGatirrn have Qn thc adjaeent properties? 'I'he proposed prnject is an infill developrnent in an area where residential development has occixrred at urban densities. Adjacent properties are developed with single-family residences an icats ranging from about 11,000 sguare feet to one acre in size. The proposed develapnnent will be similar in density and character to existing develapment in the area and shvuld not have any significant impact. Z'he potential environmental effects of the proposed deVeloped are discussed within the SEFA checklist, which has been submitted as part af the application for the proposed reaane and preliminary plat. What factars support the zone reclassificatian? The site is witlun the "Lcfvv Density~" land use eategvey of the recently adcapted Spokane Gounty Gomprehensive Plan. This designation a11ows residential densities between 1 and 6 dwelling units per acre. The proposed development at approximately S units per acre is within the density limit set for 1~Yu's area by the Comprehensive Plan. The sub}ect property is an infill site located in an area already provided with urban services such as County sewer and public water that can be utilized to serve the development. Letters of sewer and water cancurrency have heen submitted with the application. The area is also served by the existing public street systern, which has capacity ta accommadate the additional traffic generated from the new residences thaf will he constiucted wifih the subdivisian. What measures do yau propose ta mitigate you+r proposal's impact on surraunding land use? This prnject is designed to cnnfarn tca the develapment standards of the [.TR-7 zone as well as the adopted engineering standards fQr public and private improvernents such as storm water faCilities, driveways, sewer and water facilities necessary+ ta serve the residences within the subdivisian. As such, the project will have mYnimal rmpact on surraunding land use and no additianal mitigation measutes are wart'anted or prQposed. . . . , Nlcly 15, 2002 LEGAL aESGRIPTIQN F[3R R[3YAL VISTA LEGAL DESCRIPTIDN QERIVEQ FRC]M A.L.T.A. COMMITMENT SCHEDULE A PRDVIDED BY PACIFIC NC3RTHWEST TITLE COMPANY OF SPOKANE, C7R❑ER NQ. 45112-SM DESCRI BED A5 FC LLOWS: LC]T 8, E3LOCK 1 OF 7HE DDRM'S ADDITIt3N, AS PER PLAT RECi3RDED IN V(JLUME 3OF PLATS, PAGE SQ, DCCEPTING THEREFRGM THAT PaRTIDN ❑ESCRIBEU A5 FOLLDWS: CDMMENCING AT THE SQUTHEAST CL7RNER OF SAID LDT 8; THEfVCE SQLITH 88059130" WEST AtONG THE SaIJTH L3NE OF SAID LQT B. A DISTANCE OF 210 FEET Td THE TRIJE PQINT FD BEGINNTNG; THENCE NORTH 01°QO'3Cl" EAST A DISTANCE OF 7.00 FEET TQ A PQdNT; YHENCE 5C]UTH 88059'30" WEST A DISTANCE OF 14.00 FEET TO p POINT; THENCE SOL1TH 0 1°00'30" WEST A DISTANCE OF 7.00 FEET TC3 A POINT C3N THE SOUTH LINE OF SAID LC]7 THENCE NaRThi $$05930" EAST ADIST'ANCE OF 14.00 FEET TC] THE TRUE POINT OF BEGINNINC SITUATEQ IN THE GC}UN71( OF SPC3KANE, STATE OF ~rtL • ~ exP+RES im - 0 ~-R3 iEGElVED , - &~-::.:ANE C[7UNTY . MaY z~~~ o o ~ 2 DSWON NINO ~TAC 197-1 1-9b4 ~E iet'~arc h~cENti'MC3NMENTAL CHECKLIST 9C5-02Purpose af Checklist: lhe State Environnnental policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the enViromaental impacts af a proposal befare making dacisions. An enyiranrr3ental impact staternent (EIS) must be prepared for a11 prvpvsals with probabie sigrtificant adverse ampacts on the quality of the environtnent. The purpase of this checklist is to provade infarmation tcr'help you and the agency identify impacts from yau.r prropvsal (and to reciuGe or avaid impacts frorn the propnsal, if it can be dane) and ta help the agency decide whether an EIS is requared. Instructavrzs for Applicants: This envi.rcanmental che.cklist asks you to describe soxne basic information about yaur prapvsal. Gavemmental agencies use this checlclist ta d.eternine whether the environrnental impacts vf ,your proposal are sigai£cant, requiring pneparativn vf atn EIS. Answer the questivns briefly, vvitYe the most precise 'rnfarmatiQn known, or give the best descriptivn you can. You must annswer each question accurately and carefully, tv the best of yflur knovvledge. In mvst eases, you shvuld be able tv ansvver the questions fmm yvur awn abservatians or pro,ject plans without the neeti to hire experts. Tf you really do not kaiow the answer, or if a questson does nat apply to your propasal, write do nvt kanvwn or "does noC apply". Complete answers ta the questions novv may avoid urunecessaiy deYays Tater. Some questions ask ahaut goverrsmmental regulatiansp such as zoning, shoreline, and landmark designalivrbs. Answer these questivns if you can. Tf you have prohlems, the gsavernmental agencies can assist yau. T'he checklist questions apply to a11 parrts af your prvpvsal, even if you plan tv dv thenrr over a period of time or on different parcels af land. Attach any addztional infarmacian that will help describe your propasal ar its environmental effects. `I'he agency ta which you su6mrt this checklist may ask you to explain your answezs or provide additiana] infvrnativn reasonably related to determining rf there may be significant adverse impact. Use Df checklistfor nonproject proposals.• Cvmplete this checklist far nanptoject proposals, even though questions may be araswered "does nat apply." TN ADDITI{]N, comptete the SUFFLENTENTAL STiEE`Y' FOFt NONPROTEC'Y' ACTI{7N5 (aart L7). Fgr nanprQject actians, the references 'm the checklist to the vvoris "prvject," "applicant," aaad 1 - • f J range, if knvwn. Tf a propasal wouid occur over a range of area, prvvide t.he range or baundaries of the site(s). Provide a legal desGription, site plan, vrcinaty map, and topographic map, if reasonably auaaiable. While yvu should submit ardy plans required hy the agency, you are nvt required to duplicate maps vr detailed plans submitted with any perrr►it applicatians related to this checklist. The site is locrrted on the tiuest side of Yi.sta Hoad, apprraximately 151 feet south af the south raght of way dine of Boone ,4venue. The assigraed street address rs 11(]3 N. Y'ista Raad. Yhe site is in the NW qurrrter of section 18, TQwnship 25N, kcange 44E, Willamette Meradfan, in thE County of ,Spakcane, WA. ` 13. I3oes the propvsed actinn lie wi#hin the Aquifer Sensitive Hrea (ASA)? The ~'reneral Sewer 5ervice Area (GSSA)? The Priorit}r Sewer Service Area (PSSA)? The City of Spakane? (See Spokane County's ASA Overlay Zone Atlas for baundaries). 3he project as an the ASA, GSSA, and the PSSA. B. E~~ONMEN'j'AL ELEMENTS Evaluation farAgency Use C?n1y 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mauntainaus, vther b. What is the steepest slope on the site (approximate percent slcape)? The site is relatively fi'at, sloping slightly from east to west. c. Vv~hat general types of soils are fvund an the site (For exarnple, ciay, sand, gravel, peat, rnuck)? If yvu ltncrvv the Giassif cativn of agricultural soils, specify them and note any prime farrnland. The soils are described as Garri.sQn gravelly lararr7, fl to 5% slopes (GgA). d. Are there surface indications ar histary of unstable soils in the immediate vicinity? If so, describe. Na e. Describe the puxpose, type, and approxianate quantities of any 511ang or grading proposed. lndicate source of fill. Manimal gruding of the site wall be reguired far the preparat:on for faotirags and fauradatian.c, canstructxon of the private driveway and instadlatzon of underground utilrties £ Cauld erasion occur as a result of cleanng, construction, or use? Tf sa, generally descrihe. No, it's unh&ely. g. Abvut what percent of the site will be cnvered yvith rmpervious surfaces after proj ect canstruction (f4r example, asphalt or buildings)? 1'he exrrct arnount of impervious surfaces as unknown rrt tlzis paznt. It is estamated thar no mare than approxzmately 25 to 30% of the site rvill be 3 k 9 F Evaluntton jar Agency Uae On1y 4} Will the prvpvsal require surface water withdrawals or diversions? Give general descnptivn, purpvse, and appraxirnate quantaties if knoryn. 1Vv. 5) Dves the propvsal lie withi.n a 100-year tloodplain? If so, nvte locativn on the site plan. Na. fi} Does the proposal involve any ctischarges of vvaste materials to surface vvaters? Tf scs, descrihe the type of waste and anticipated vrlume of discharge. No. b. 4_rround; 1} Will ground water be withd.rawn, vr will vvater be discharged to ground waker? Give general description, purpose, and appr4xima#e quantities if known. Na. 2} Describe waste material that wilfl be discharged intv the ground from septic tanks as other sources, if any (fvr example: Dvmestic sewage; industnal, cvntarning the £olIowing chemicals . . . ; agricultural; etc.). Aescribe the gcneral size of the systetn, the number of such systems, the number of houses tv be served (if applicable), rar the nu,tnber of animals or huanans the system(s) are expected to serve. None, the property bvill be cortnecterl to the Spakane Cnurtty se-vver system. 3) DeScn'be any SySte]T18, ptheg Ytlail thOSe C1e5ig[1ed fox the d15pDSa1 of sanrtary wasfie, installed for the purpose of discharging f]uids below the ground surface (includes systems such as thvse for fihe disposal of stornn water drainage vx dxainage from flvor dtains). Describe the type of systean, the amvunt of material ta be dispvsed of thrvugh the system and the types of materials likely ta be disposed of (includimg materials which may enter the system inadvertently #hrough spi]1s or as a resu]t of fire figFiting activities). None proposed ut this ti►rae. It as pvssable that Spakane County Engineering will require the installatian of a drywell(s) to handle storm water runaf~`.' 4} VVill any chemicals (especialfly organic soluents ar petroleum fuels) be stored in above ground or underground storage tanlcs? If sQ, what types and quantities of materials wi1l be stared? Na chemicals will be stared irr ahove graund or underground staruge tanks. 5} What pratective rneasures wi1l be taken to ensure that lealcs or spills of any chemicals stared ax used vn site will nat be allawed tv percvlate 5 ~ Evnluatton jor Agency Use Only landscaping associated with the former residence will be removed. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping will be installed within the development, consisting of trees, shrubs and lawn and other landscape features typical of residential development. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songhirds, other mammals: deer, bear, elk, beaver, other: Small rodents such as mice and squirrels. fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None needed. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Energy consumption will be typical of residential use. Avista Utilities will provide both natural gas and electricity. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Construction will comply with Northwest Energy Code and/or other applicable local and State energy conservation codes. 7 r Evnluaripn fpr rlgertcy Uae (]nly e. What is the current zvning classificativn nf the site? The site rs currently zcaned TTR-3.5. f. VVfiat is the current c4mprrshensive pdan designation of the site? The sile is designated "low density residentiad " acccrrding tv the land Use plrzrt map of the recently adopted Spokane County Grsmpreirensave Plan g- lf agplicalale, what is the current shorelirae master program designativn Qf the site? NIA. h. Has any part of the site laeen classified as an, environmenCally sensitive" iil'~~? If 54, SpeClfy. MJ. 1, Appraximately how rnany pevpYe wQUld reside or work in the cornpTeted praject? Approximately S famidies would reside in the completed praject. j. Apprmximately how many peraple wauld the eotnpleted praject displace? 1Vorre k. Proposed measures tv avvid or reduce displacement impacts, if ,any: None neecterl. 1. Frapused rneasures to ensw'e the praposal is cvmpafiible with existing and projected land uses and plans, if any: The project is stmflar to the other residential lqnd uses ira the urea and no addational mecrsures are needed to ensure it is compatible. . 9. Hvusing a. Approximately ho~ many units would be pravided, if any.? Indicate whether lugh, middle, or low-income housing. 5 rlwellrng unrls will be provided. They wi112akely be marketed tawards rnidd1e inca»te families. b. Appmximately hovv many units, if any, wauld be eliminated? Indica#e whether high, middle, or 1ow-ancQane housing. Clne hou.sing ur~its wr1l be elimirtated c. Propvsed rmeasures tv reduce vr cvntroI housing impacts, if any: None neederl. I '0. Ae5LI1@tICS 9 . i , f Evnluaaiarsjar,4genry Use pnly a. Are there any places or ohjects listed on, or pmpvsed far, nationaI, state, or local preservation regasters known tQ be an or next to the site? Tf so, generally describe. tVp. b. Geanerally describe any laradrnaxks or evidence of historic, archaevlogical, scientific, or cultural unportance known tv be on or next to the site. NIA c. Proposed measures to reduGe or control irnpacts, 1f aIIy: NDitE 11BBded. 14. Transportatiom a. Tdentify public streets and highways serving the site, and describe progosed access to the existing street system. Show on site plar►s„ if any. The site has dxrect access to the Yasta Road. Aecess,from two lats wi11be directly from Yista Raad and via a private driveway far thc three rcmuining lots. b. Ts site currently served by public transit? Tf not, what is the approxirnate distance to the nearest transit stap? Transat service is provided along Papk Road and Broadtiway Auenue, approximately % mt1e west af the sate. c. How many parking spaces wvuld the completed project have? Hraw many vvould the praject eliminate? Each residence wa11 have ut least twv parlang spaces.None widl be elimanated. d. WiIY the proposal require any new roads or streets, or improvennents to existing roads or streets, nvt including dnveways? If so, generally describe (indicate whether pubIic vx pn'va#e). Yerr, there widl be frontage amFrovements to Iiista Road, as requared by Spokane County Eragineers. e. Wi11 the praject use (or vccur in the immediate vicixxeiy nf) water, aail, or air transportation? If so, generally descrihe. No. f How many vehicular trips per day would be generated by the cQmpleted praject? If knowm, indicate vvhen peak volurnes wQUld occurr. See table, below: 11 , , IL+ detemunation of nan-significa.nce that it might issue in reliance on thas checklist. Date: 5 Froponent: PrQponeret: CLC .4s.sociates, Inc. Address: 747 W. 4Ae, Suite 200, Spvk,arre, YYA Phane: (509) 458-68411 P'erson completing form: 4,,-,~, MW Date: ~/O -1- Phone: (509) 458-6$40 FO14 STAFF [ J.IqE QNLY Staff rnember(s) reviewing ehecklist: ~ Based an tFus staff review vf the envirvraimen#al checklist and other pertinent infvnnation, staff: A. Goncludes that there are no probable significant adverse unpacts and recnr►-uxiends a detertnir►atian of non-significance. B. Cancludes that probable sxgnificant adverse enuiranmental impacts do exist for the curcent proposal and recommends a mitigated deterrninatian of non-significance wik.h conditions. C. Cancludes that there are probable sigaificant adWerse environmenCal ampacts and recomrnends a deterrninataon of significance. 13 . ~ SPDKAIiTE (;QUNTY DIVISI(3N OV' ~"iUII.DING AND CO~~ ENFoRaCEN1ENT- ~ - ~ 1Q26 Wm S~oADwAy AvErm ■ SgaKANE, WA 99250-0050 ~&WW GXTPUr, 5ite Information Project lnforrrratian ~ 5ite Address: 2103 N VISTE1 Rp Fmiecfi iV`umher: 02000470 Inr. 2 Issue patc• SPOKANE, WA 00000 Permit Use; PE-19QS-02 FTNAL F'LAT Parcel Numher; 451820709 Suhdivisivn: CpNVERTED CAITY L]ATA Appllcatit: DIAMC3NI3 RflCK CDN sTitUCTTON, INC Bloek: i,vt; ] 5321 E MISSTUfi1 Zoning: UR-3 Urbari Resickential 3 5 VERAI]ALE WA 99037 Phnne: (509) 924-8964 Uwner: DIAMQ]IV'fl ROCK Cf3t+IS'I'RUCTI6I+I Contact: I7IAMCDND Rf.7CK CONSTRUCTIQN, TAIC 15321 E I+dIISSIC]N Address: 15321 E MISSIDN AlE VF-R4i3ALE WA 99037 Phbne: (509) 924-8964 VERADALE, WA 99[}37 Sechacka - F'ront: ',Left: liight: Rear: BuiTding Inspectar: QAN HOWARD Water bist: Groug Name: Prajeet Name: . . Pe1Tf1ftS 1 ~ LQltia Plalr Cantractar: . _ f License # ENC'rIh1EEk FItdAL PvIAP & YLA $100 00 FINAL. S $901 QQ Tuta1 Permit Fee: $1,0d1 DO Rayment Summary ~ iTvtal Fees AmQUntPaid Amvuat(?wing Tran Date ,lteeeiQ# Pavment Amt $Z,OOl.i](] $1,001 00 $0.00 10116102 8155 $1,001.00 Praeessed By: F'AYNENT Printed $y: WEA7DEL, CrLC7WA Page 1 of ] Spokane C'ounty Public Warks Department Division of Bualding & Code Enforcement Rece%pt Receipt Nurtt6es: 8155 Cuslanzer Number Yrnlecta Full Proiecl Nbr Inv IY6r Fee Arrrt - I)iu'tlmf +Dwimp PAID Pmt 02000470 2 $1,001.00 $1,0f1=l=0b.~ - $1,001.170 $1,{]01.00 ~ Totul: $1,+Q0`G:60,' $,1,Q01:[}0:' . '$9,;a01:o0:' $1,001.0[} Miscellaneaus Items ` • r • z • Tntal PAID: $1,001.00 Tender ~ J . '~Cd", ACCd -D lI~L TE~DERED M'~ECk'1~ e~F,'' - - - - 901.04 Payer. 1171Af~`ONp[RanCK i~I~ij i pi len y.f,~I~ 4~ - ~c,C7N5T'FtL~C"CI~N~~ ~I IVC;~;, 100.00 P~yer: QIRMON~;~RC+CK C{)NSTRI"•!C_TI&,.'IIVC , • _ Total TENDLREb: . 11001.00 Over r(short) $0.00 change $0,00 1►'oles: < < f Tran DrlielTtne: 101161028.39:25 AM .,By: GWendel , Ldgon User: gWBndet Slatian: GWENDEL • • Overrtde By. . Prinfed.• I0116102 8:39:29AM Fegr 1 nf I 4. } II r - N . I _ _ 1 ' Y ~ I SP~~~AL ~NJr~ COUNTY f~ DIVISIQN ClFENGJNEERTNG AlVil ROADS A DIVl5TDN OF THE PUBI.IC WQRKS I]EPAR.TIvIEiV'I' AGREEMENT TO PAY FEES _ ENGTNEER'S AGREEMENT NUMBER ~ This agreement between Spokane Caunty ar►d ~ ~-ti ~ v'r•- P~._z , (name persc~nY tivhose interes,t -ii7r tt~e, yroject is 0'~ r' ti.e, owner, agent, ecc,y is entered intarthis _~-'day af V "~f- r.•r , 20 0 -This agreernent is applica 1eto the praject ~ . ] known as;` ~ - c.. ~ lp 4\ ~ ~ (lp~ ~ J _;~pra~ect ress dr r ar psa me se or i e numner) p z , That the.ian~!v.iduals and parties named herein as having an interesc in the abave described praperry oe prajeet agree to the`follou?,ing: ' 1. 1~ea`~h4lq'rse 5pokane County far project revxew and inspectian fees as specified in Chapter 9. L4 of th~`5pokane Councy Code. The fees will be based ot~ actual salary cvsts incurred by Spokane Cournt'y.'for praject reviews and 1 or inspectians pius a ten percent administxative charge, and will - be billed:,monthly as accrued. Any bc[ling amaunts due, inetudizag any expenses incurred in the --~corlection 'of an overdue aecount, must be paid prior to the CvLinty's acceptance o£ the project far.i filirig:,,•Jf a projecC is apprvv'ed andJor filed wirh a balaxace sci11 owing, the unpaid balance sha]].he . paid',;wa'ttiarr 30 davs of the invaice date. 2. WeAndersigned agrees that these fees ace dece and payabte upon receipt vf the billing as specified ` t paid within 30 days- of thc invaice date wi11 be considered deIinquent. If any Invoices nc) s: •A. • ~outstanding balance o,n the account fax this project is nat paid within 30 ciays of the invaice date, , ,•~,gfa~rther Freviews of the project documents °will be conducted rentil the entire account balance is . :.paid. 'Any balanre on the account faz this project not paid within 65 days 4f che invcrice date may E -resiilt in [ega~l actian or the iraitiation of other cvllectiori praceduxes, including referraI to a . collection agency, T9ae Sponsor w'rll be liabre far any and all expenses incurred by the County for the coflectian of ouerdue accounts. . 4, The monthly billing shou,dd be sent to: . NAMV=1 ArrENmIaN, COMPANY: ADnRESS: r` CITY, STATE: ZIP CaDE: IN o PHONE q2'`i - c6! 6-( FHONE # 2: Zl Sc, SC S`! e) FAx 6?'2 6~ <.~n9 f 9 - E-Mail 2 A-e>L • I under',stadd°that failure ta pay these fees rnay zesult in delay in comptetion ar appraval Qf the project mr okher pbssible-:saiictions. 0 Zf this fee agreement is cnmpleted by sarneone othec than the Sponsor (i,e., the project vwner ar a priI ncipal in the frm sponsQring tlae project), such as the Enganeer designing rhe project, then writteti authQrization from the Spansor specifically authorizing the Agent to execute ttais Fee Agreem.ent is attache is Fee Agreem " SIGNATLIRE By: - r _ ~ ~ (PRINT NAME) RETxJRN ?►'ELLOW CiDFY Ta SPOKANE COTJNTY ENGII►1EERS ' ' klftagrec3'ee dg;'•412001 1025 W~Rxaadway Ave Spokane WA 99260-0170 (509) 477-3600 FAX. (509) 477-2243 TDD; {509} 3.24=3166 JO ~•er~l',€"d"~ • s wyV,-,:-,~,r• vx r-~: io ~~-~~:B~~).~~ ~ ,6~_•"~~•`5~.~4 ~~J g . ..,.rt , t~ ,e ia ` h c`~ g ~.~~~~~J"Yj i ~'~'ec+ ~ ~~.,~s"°~a;~~:f uY'c..• s, ''"x~ ~rr~. i?~`- :i;.~.t c..,, - • , ~t "+t~r , r.._ a°-y.h• -+i^ ~?'av.~, ~.a P ~ f~~ n~'`f j Y ~ ~t~' .~,~i~'4',~s• 3{~~`kYp"r ~n~,:'~}~j , '~y•.,T •ai~~,' t:~'3'. "s' -~L:71J~_,yz~L:►~~lsil~~'7`r~ '~.•r~~r,~~,Y~~ ~ y 1~"'x.rur,° ~ ~ t,~rS•.~`~ t Y:~.~i~~i~k~T~':'~~"t.i'~~Y: , ~~I2~~ W=F~~'~~~RC1A~3i~V~~'ffi ~~.KA3~TG'i~„~,,V~V~,A~'~,~ r~.o,. _ > r - • : r' z 3s~ #f~~,~ t - ~ . , ` •~.r ~ ~ " S~_ .r~_. : ~.'.iF ;r• s- r,f°~';ak`f?=.I~ _ . . ''~.•:T' iE: Site Information Praject Inforamation ~ Site Address: 1103 AT VL53'A R.I7 Project Number: 02000470 Tnv: 1 Issue 13aie: sPoKANE, wA 00000 ~ermic vge: FE-1905-02 & ZE-6-02 Parcel Number: 45182.0709 5ubdiv[sion. C(7NVER'FELI CNTY DATA Applicant: DLAMQ]V77 ROCK CONS'IRUCTION, INC Hlnek: I,czt: 15321 E NAS5IC3N Zaning: i}R-3 Urhan Residential3 5 VERADA,LE WA 99037 Phone: (509) 924-8964 [?wner: i7IAMON1D FtOCIC CflNSTRUC"CI❑N Contact: DIAMDAlU RC]CK C{]NSTRUCTf{31+F, INC 15321 E IvIISSICJN Address: 15321 E NOSSIC7N AVE VEItAQAI.E WA 94037 Phane. (509) 924-8464 V'ERAL]AT.E, W,A, 99037 Sethacks - Fruest: l.,efit: Right: Resr: Building Tnspeciur. 1]AN HUWARb WaterDist: Group Name: Prvjeet Name: ' P@I`IiIIfiS ~ Lottv- PLaf Cantraetenr: License -o V W' $240.00 PRELT3vI WIZDNE CHG ffi728 54 PREI.IH1I1VARY : 5. S1,747.00 ENVI&C3ldIvTENTe1I., CEIECKd.IS S7500 PRE-AYP CDNFEIf ENCE ,,--gfr;il' t Y S64.0-D 'LI3'ILITIES (TNSIAE P sSA) :&100.00 ' ~ p Totd P&mnit Fce: $1,9 IO.S0 Zone C.'ikanPe, CQntractor: 1.1Cense fi: PRE-APP CONFERENCE T+50.00 r~~ • " Tatal Fersnft Fee: S6000 ~ PS]jflldllf S lJl171178ry t Ta4a3 Fees AmountPaid AmayntCJwing. .Tran•i)ate'. 4--,•Pevment Amt $2,970 50 $2,97050 ~'$4~.f~0 '5f23102 ' 36~~'~, $2,4?~ 50 Y Cs I Ty rL pl'[1ce88ed B}°; i'AYMENT Prmted By: WIINDEL, GLORIA Page d of 1 00 Spakar~e County Puhlzc Wnrks Department I]ivision o, fBuilding & C'ode Enforcement Receipt Receipt 1VumSer: 3647 Custamer Number Proiects FuI! Froiect Nbr Inv Nfir - F_ee Amt - rnv Am1 (?wing. PATD Pmt 02000470 1 12;970:50 - $2,970-50- -,-$2;970.50- $2,970.5[1 Sd Totud: €1` r=$2;97Q:5(~:~i hl~$2;~~4.50: =t $2,970.50 Miscellaneous Iterns Total PAID: $2,97[] 50 Tender ~~--=~alizn~ce~~CL'~t~Il'd~e TENDERED ,CFieckl: •~~I~~4~"Ofi7';;,~i', „ _ ~ _ _ = - , ' 224200 - - - - - - - - „ . „ „ ~y,~„ ~LilAI!'~+I0*040CKy CCIiNSTRUGTiC3N'~ - ;,iyr~ ,,r"Ii i„,;,,,,`=_ - h ,II„;j; ~ - - _ - - - _ L6e6k2h,i~ii-=4328'= 728.50 ~.r;~~y~r: ~,o~aM,DIV~'~~R°.. .cK~fF,a~,~`°'; ia,, uCC~3NSTRlI±CTIdIV~== - _ - Total TENDERED; 2,910.50 Over I (ShortJ $000 Chunge $0.00 Notes: Trun Da1e / TfmQ: 5f23f029:55.42 AM By: GWendel Logvn User: gwendel Stutian: GVlIENDEL Qverride By: Priltted: 5123I02 9:55:43 AM Fage I of i 707 W. 7TH AVE. TRANa..r M I TT AL 5LIITE ^s.E313 SPa1CAN6 OEIVVER WA51-PfWGTC]N 49204 P 509 458 664C] 5F'~ KL'aN E F 509 458 6844 CLC ASS~]CNATES SALT L~4KE CfTY `re]: SPf1KANE COi1NTg ENGINELRS QATE: MARCH 12. 2003 1625 W BROADWAY AVENUE PROJECT RflYAL VTSTA IdAME: SPOKANE W~ 99260 PROJECT ATTN: N~MB~F2: GLDRTA A~A~TTZ 5010444 WE ARE 5ENDINC~: X ENCLOSEO kJN6ER SEPARATE 'C70CUMENTS , COHIPLJTER DISCS X PRINT5 REPROPRJCIBLES REPORT5 OTkiER COPIES DESCRIPTFON 1SET LOT PT.ANS FQR LDT5 l AND 2, $LOCK 1 FflR YOLJR LJ4E XF-OR YOLJR REVIE4V XIFOR YpIJFt Al3P'l20VAL 5EPVT PEFtYOIJR REQLfES7 , EXPRESS s t ME55ENGER , PIGKLlP , U.S. MRFL REMARKS: V COPY To : FzLE 8 Y: Mantz, Gloria From: Mantz, Gloria 5ent: Wednesday, NTarch 05, 2003 7:42 AM To: Susan Murphy (E-mad) Suhject: RE, P19fl5 Royal Vista plan LQt plans Susan, z am still missing the loti plans fvr the lvts frvnting Vista Roac3 for Royal Vista. Could you glease send me these lvt plans. Thanks Gloria -----Original Message----- Fram: Mantz, Gloria 5ent: Wednesday, February 05, 2003 1:20 PNi To: 'smurphy@clcassQC.cvm' Subject: RE: P1905 Rvyal Viata plan Lot plans Susan, I was tvld that we need ta have the lot plans in this case alsa tio verify the driveway locatian dves not eonflict with the lvcativn of the swale. The lvt plan alsa triggers the $1,000 flDading band. Let me knaw if yvu harre additivnal questions. Gloria _°---Original Message----- Fram: 5usan Murphy [mailtv : smurphy@clcassac . cotn] Sent: Wednesday, February 05, 2[]03 11:10 AM To: 'Mantz, Glvria' 5ubject: RE: P1905 Royal Vista plan Lot plans Glvria: I thought that 1ot plans were not required for drainage facilities inside the Countiy RDW. Is there another reasqn they wo►ald be required for those tw4 lots? Let me know and we' 11 do them if necessary. 2 ciid get the faxed title notice - thanks. we'].l get that back to yvu soon Susan ---°origanal Message°°--- Frvm: Mantz, Gloria [mailtv:GMantz@apakanecounty.vrg] Sent: Tuesday, February 04, 2003 8:23 AM To• 'smurphy@c2cassDC.com' Subject: P1905 Rvyal Vista plan Lot plans 5usan, I am missing the lot plans foz tlhe twa lats frontzng Va.sta Rvad Can yau p]ease send me thvse with the title natice. Thanks Gloria 1 Mantz, Gloria From: Mantz, Gloria Sent: Thursday, February 27, 2003 7:30 AM To: 'kbell@clcassoc.com' Cc: Susan Murphy (E-mail) Subject: P1905 Royal Vlsta I am attaching the drainage language for this project. Sorry for not sending to you yesterday, I was out all day. Let me know if you need anything else. Gloria Mantz ~ P1905 Drainage Languge.doc 1 Office of the County Engineer Spokane County, Washington Date: February 25, 2003 To: Susan Murphy CLC Associates, Inc. From: Gloria Mantz Development Engineering Services RE: P1905 - Royal Vista Please note that the following information must be placed on the face of the final plat. DR.AINAGE LANGUAGE: Drainage easements as platted and shown hereon, which are for the purpose of conveying and stonng stormwater runoff, and for installing, operating and maintaming drainage ponds and drainage facilities which dispose of and treat stormwater runoff, are hereby granted to Spokane County. 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 drainage swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property owner(s). Spokane County does not accept the responsibility to inspect or maintam drainage facilities located outside of public rights-of-way, except in cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such areas. 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 owner(s) fail to maintain the surface path of natural or man-made dramage flow, or dramage facilities on private properhes, 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 nght to correct the maintenance failure, or have rt corrected, at the expense of the property owner(s). Spokane County does not accept the responsibility of maintaining the drainage course on private lots nor the responsibility for any damage whatsoever, includmg, but not limited to, inverse condemnation to any properhes 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 wmdow 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. 1'he 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 ar spproved drainage facllity, or b] tlrainage intercepted an the lot is disposed of on the lot m an approved drainage Facility. All drabnage facalitaes for this plat, mcludmg any `208' swates, shall be constructed in accc+rdance wyth the approVed plans on file at the Spolcane County Engineer's affice A,ny proposed changes to the appruved road and draanage plans must be approVed by the Spokane Couniy Engmeer's Office pnor to canstruGtian of said changes There may exist praperties locafied uphill and adjacent to thls subdivrsion that persadically discharge starmwater runoff onto tndividuai lats wsthin this plat. Stormwater rLUioff fram nearby uphill praperties should tae expected, and durmg snaw melt periods or wet seasans the lats may be subjected to higher arnounts of st4rrnwater runaff than what is nartnalPy abserved or anticipated. Because stormwater runOff from adjacent properties have discharged vnto this plat pnor to development, stormwater runOff wall likely continue to dca sa after deVelopment. The propert-y owner(s) within this plat shal] maintain ali natufial drainage channels, drainage ditches, and all waker qualiry swales (`208' swales) situated an their respective properties, and any partian of a`Z08' swale situated in a pula9ic rsght-of-u+ay adjacent to their respective praperhes, with a permanent ground cover as specified in the currently appraved and accepteri plans on file at 5pokane County Engineer's Offfice. No structures, including fences, shall be constructed directly raver ar wrthin a natural drainage channei or drainage ditch without the expressed written consent of the Sgolane County Enganeer. 5pokane County does not accept the respDnsibility to inspect andlor maintain the dramage easements, nor does Spakane County accept any ]iability for any failure by the lot oumer(s) to properly maintain such areas, 'I'he property owner(s) within thzs plat shall mamtain any dramage facilities located within the lots, in canformance with the approved plans on file at the Spokane Caunty Engineer's Qffice and tiCle notices wrth Recording Numbers 4851887 and 4851$86. Marntenance of drainage facilities includes, hut is not lirrxited to, keeping open and cleaning storm pipes, ditches, drainage pnnds, swales, etc., replacement of drainage facilities as needed, and mainCaining live natiwe-type drylanc] gra55e5 or lawn turf in the `ZDS' swales located in common areas or tracts, with optional 5hrubbery and]or Crees, which do not ohstrucx the flaw and percalation of storm drainage water in the drainage swa]e as indicated by ihe approved plans. The property awner{s} are also respansible fdr removing and disposing of the sail and grass sod located in drainage facilrties satuaEed within thelr pnVate lats at such hme Spakane Caunry deems necessary, and replacmg the sail and grass sod. The property awner(s) shall be responsi}ale far payment of all elaams and other liabilrt:es which may become due far said maintenance respansibi]ities. I£ the property pwner(s), or their suecessors in lnterest, Fails to maintain the drainage faeillties in cvnformance with the accepted drainage plan on ile at the Spokane County Engineer's Qffice, a notice of such failure rnay be g7ven by the Caunty Enganeer. If nnt corrected wathin the penad rndicated on satid natice, Spakane Cauniy has the nght to carrect the rnaintenance failure, or have it corrected, at the expense of the property owner{s}. The deve]aper and praperty olvners waive any and all claims for damages against any governmenta] authonty arismg fram the construction, ownership or rriaintenance of pu1alrc faGilities This waiver includes claims of any nature, includmg buC not limited ta person and rea] property darnages as well as any rnverse condemnation claims. 02125J03 18:49 PAX CLC Assaclates. Inc. LOqol ?ER-7 W. 7TN AVF-. FAX COV E R S H EET SuirE xOC] SPOIKAfVC- DBNVER - WAst41NGT01+1 94ZI34 p 6c~9 a~50 6saa SP~O [CA~1 ~ F 509 asb 6e44 sALr L.wKE ciTr CLIZ A55iUM,ATEa ,c.'f"fh[: DAYE: COFiPANY: IFROM: ~ PRC3.7 ECT. i-OCATION: _ - FA]C: ? p1~CIJECT ~/I~ IN u 1N E3 E R: eRIGINAL DOCUIME'N`P T8: Fo~l_C1"W VIA FOLLdW VIA )~/IRGMA[N WI'rH FOLLGW V1A MA1L DVERNIGH"i' SEGONC] dAY G f] IMI MEhf T 6: ~ av2d 0-.6--w6f ~ -~~j~TBTAL 1^'ACES lTJ'CLLJD1NG COV'ER TME aGCUMEWT'M ACCOMPA'NYl'Nl-, TF71ffi FAJS TRANSMf9SiON COP1TWNSE1 IP7FORMA7ION. WHICFY kB C4h1F'14EN77A[- ANCr PiY[vILE[iEB. TFl15 lNF'aRNU7TIdM 151 1lJYEN9ECY T1O BE FOR 7HE 1J66 C,IF THC iNDI'VI6LlAL OR EFTYlrY 6F.X FORTN A00VE WYI]lJ ARE lYOT THE[NTCr7f7CO REGiPIEMT, A.N1' oIL'C:LC]:JLIRE, CflFY1MG. Ql6TR[6LPTlGN 0k LI$L' f3CTHE ['.,C7NTEN'm K1FYP7lL ifr1FORMp,,TIflN IS FRCEH19i'4"ED.'YMA41CYOLJ_ U2/15/U3 1b:49 r'AA CL4 ASSaC18xeS, lIIC. ~JuUC ~ 485188? - ; 42~ 2512003 8 [12;50P ClG ASSOCIATES N $70.00 Spakane Cn, WA After recordinb, ms'si originat to: Fvrd & Grimesy PS 320 5 Sullivan Veradale, WA 99037 TITLE NQTICE 6o rreC~ doCornf-M- 4k-48aOS$' tega] I]esr.ription: Pm. I..ot 8, B1ock 1, nQRN'S AI3D_,Ver. 3, P_ 50 (full legat artached) Parcet Numier(s): 45182.0709 AddTess of,property: lI0 7 1F15,64 Al"Cr927 Ibefeby r•ertiTy that 1 am the OWNER of the abo►+e-descn'bed groperty. As +owner, I hereby request that the fo1]vwmg nvtice !e placed on the TitIe of the ahovPrdescs'ibeti prmperty, and that said nvtice sha[I run wi#h the land: This graperty is r+espvnsible for the maiatenance of the drainage faeiiities located on subject lot, as shavvn nn the design plans for Roya1 Vista. Masntenance shall be in accordance vith the Opera3ion and Maintenance Manuaf grepared by (2G e. Iftacl4T~CS . and dated ZM►cOAV, 2003 and on file at the Spv'icane Gocmty Engineers Of~ice. 'I"his respansibility shall run with the larcd, end shaU hirrd my heirs, assigrss, and success4rs in interest Praperty Dwner Name: Diamond Rnck Constructio~c Propec-ty C3►vner's 5ipsture: Date on this -IC-d&y af February, 2003, befare me, the undersigned, a Notary Public in and for the StaLc of Washingron, duly commissioned and swvm, personaliY aPPeared D8NN1S A. CRAP+D, tD mc known to be the President of DIAMCDNO ROCK CONSTftUGTfON CO)tP_, the caTorafidn that er.ecuted the foregaing instrurstent, and acknowledged the s:tid insuument to be- the free and rroIuntary ect and deed of said aorpara#inn, farlhe uses and purposes therein mentioned, xn$ Qn oath stale.d that tc is authorizcd to execute the seid instnument aud that the seai affixed (if arry) is ihe carpnrale seaf af said carporaivn. -`~~.a►ti~~~ Nptmy Public in and far the 5tate aF Washingtan, resicling st 5pvkane My Cmzromission Facp'ue5 A,~.l~~v • ~ • • ~ j y``• • a~ 02/25/03 18:49 FAX CLC Assaciates, dnc. ~JO03 4$51$$7 • ' Pdge: 24'~2 021 . 1 _ 2512003 02101' C~.+C A'aUIkTES M,00 Spakane Co,Wh Legal Descriptian Lot 4 af the Fina1 Piat of Rvya6 Vista, Located in the Northwest One-Quarter af Section 18, Townsh9p 25 Nvrih, Ra nge 44 East, Willamette Meridianp Spakane Cvuntty+, Washingtvn. 02/25/03 1$.48 FAZC GLG A6soCiat2s, 1nC. iluu4 4851886 - Page; iof2 - , ~ Q~I25[2003 02:50P 0 A55QCIATES kl 520.00 40kaAe Do, WA Afi•er recordimg, mail ot'igina1 to: Ford 8c Grimes, PS 320 S Su11ivan veradafe, w,4 99037 TYTLE NOTICE Crtirrw45 &6Wmerr4- -:9--.q$5j5`3W Leg$1 Descrigtimn_ Ptn. Lot 8, B3ock 1, OORN'S ADL3,,Yo1. 3, P. 50 (fudl leo attached) F'ai'ce1 Number(s): 45] 82A709 Addless of prvpert?'= ~~~4 J&P I hereb,y "rtify that Iam the UWNER of the aboVe-descritred praperty. As owner, I hereby rrquest that the fol[vwir,g notice be piaced on the Title of the abnve-descnbed propeitY, and that said narice shO run with the land; This pmpercy is responsible for the rnaintenance of the drainage facitities lvcated on subject lut, as showr► on ths design pla►s for Ro}al Vista. Mainter►ance shall be in accordance wida the Optxatiaa sgd Maiatenartce Manual prepared by CLC ~oC►~~`.S and dated .T4va4g fr 1.?4i%3' arid an file at the ggvkaxie Caunry Engineers Of&ce. T`his respsansibility shall tuewiSh the laztd, and shall bind my heirs, assigns, and successars in interes-L Pn-crpffty Iwner Name: Diamcrld &k Ga 'on. Ine. ~ ~ '~A ~ ~Peri3' ~er's 5igT'at~: I ) pate z- Sr`Q~ an this -:2LS- day of Febt'uary, 2403, before me, the andersignied, a NutarY Pttblic in Jarid far the 5tate of Washfngton, ' duty ooznmissioned and sworn, person$11Y aPPeamd DE'NN15 A_ CRAPO' LD me [CI16WC7 to be Lhe PCesidettt of I3TAMON77 ROCK CONSTRuCT![?N CoitP., the r.arporetion thal executed the forcgoing instrument, aad acknowledged the said instrmenr co he the £ree and voluncsry act and deed of said corpvratinn, for the uses an.d purpose.s therein mentinned, and on oath stsled that he is authorized ta eacecute the said instrument and that itl,c seal affixed (if any) is the carporate seaJ of said carporation. _ ~'~►~tir,stL~s~ 1v1iy buand for the St$te +af VWashington, residing af Sgnkona My Cammission Exp}res iru(,,,4 . • r~, ~ : f~ 4A*ZA ~ ~ 02l25/03 I6:48 kAX CLC A&soC1atB8, 1riC. igi UU5 _ - ~ I 4851886 P~e; 2af2 ■ 4~~2512O13 02;50P CLC ASOCIATES N $20.9D S*ane Ca, WA Legal 8escription Lot 5 of the Finaf Plat vf Royal Vista, Located in the Narthwest One=tluarter of Seckivn 18, Tvwmship 25 North, Range 44 East, Willamette Meridian, Spokane Caunty, Vllashington. Mantz, Gloria From: 5usan Murphy [smurphy @clcassoc.cnm] Sent: Marsday, February 24, 2003 2:1 9 PM To: GMantzcr spakanecnunty arg SubjeGt: Rnyal U'ista Glvxaa: We have the title notice fcsr this praject in our b£f1Cea it wi11 be recarded this afternoan, and I've asked our rururer ta have a recorded capy made for yaur vffice. Wauld it be passible to haVe the drainage language immediately after that? Dennis wauld like his plat on mylar tomorrow. He has his band, which we'll have tomarrow and forward to you. If the language is not yet written, then we'1l dea1 with that. Thanks, 5usan 1 707 W. 7TH A„E. TRA NSMI TTA Li suiTE aoo SPmKANE QENRIEla WA$HIdVGTO1V 99ZC74 P s09 ass 6840 5 PO KA N E F s09 ass 6844 r-Lr- A550CIATE5 5aLr LaKe CiTr TO: GATE: ~*125~`lfT~~ PRCJ.JECT d NAME; PRdJECT ,a,rr N : nr UMe F-Fr: -~610044 WE ARE aENQIMiG: J1 ENCLOSE❑ [UNDER SEPARATE OQGLJMENTS , COMPLJTER DY5C6 PRa[JT5 RE'PRODiJC7gLE5 REPIORYS C]TFlER COPIES dIE5CR1PT1[3N ` I ~ ~ . l ~'"c~~- ~~'~•~i ~ ~ 1,~'1~~~~'] ~3c~ , FOR YO6Jf7 lJ'SE FOR YOLR RE►/IEW Y1 FOR YpYJR APPI7OVAL SEMT PER YOLJR 12EllLYE5T EXPRESS RAE65ENi3ER PICK4IP U.S. MAIL REMARICS: CC]PY TO:I BY: ~ uZiZ 4rus 11 :10 rAa _ UliG Assqciare6, iriC. wi UG1 r-t._C r455ECIArEa 707 Vllest 7°i A►renue, 5uite 200. Spokane,lN1A 99204 (509) 458-45540 (509) 45"844 (Fax) FAX TRANSMITTAL DaTE: 'Ald103 PAGES: ~ rNCLuoING CovER SyEET YO: 610rr~ A160~, FAc: ~7 7- 7& ~ > coMpAwx: PHONE: 7 7- 1--,~ a FRvM; Josr ~ ~a $41~ PRC)JECT [3RfCINAL !N [VlAlL' a1fES L7Np ~ NOTES: f ~•J l ~ 77Ir° ~ ~2~06fT ~ s ~ .~r-) r) [16 ~ o 1•~~ r1~ MA. Cortfdentdalalv Notfce 7~ ~ntent(s) ao=npanYhV fhis fan tratrsmis%Wan contain(s) fnfosmabor►. which is confcdardiai and prrvdeged- This u'ii'iiu[iun ~ use ~ eaided ta a►dnr ~s EduaY r~ ent[ty s~t ~th ahc~r~e_ [F you aae r~at ~ untQttded r~I~t„ P~ 6e avvare ~SiR arry dksd~re. ~tirg, inCamtation is prohitmCed- Thank7rou, uZ/-r4/ UJ 17:15 raA LLC Associates, Inc. 10002 48509e8 Pa e: i ~f t 0 3,24P 4akane Co, Wk C~C AS~G After [eCarrding,1nai1 40rilginal Lo: Ford & Gcimes, PS 320 5 5ullivan Vcradale, WA 99037 TITLE NOTICE Legal T3mriptian: Tltri. Lot 8, Biack 1, DORt+I'S AI]D_,Vol. 3, P. 30 (full legak attached) parcel Number(s): 45182.0709 Address af prapesty: . I hereby certifj+that I arn the omNER of the ab❑►+e=desr.ribed prAPerry. As owner, I hereby request that the followuag nvrice be placcd on the Title of the $bnae-descnl:~ed praperty, azui shat said notice shall run with the land= 1"his praperty is respansible for the rnaintenarsse of the drainage faciiities 1ocated on subject lar, as shawn vn the design plans fer Raya1 Vista. Maintenance shali he in accvrdance with the Operatian and NTaintenance Manual Freperedby and dated and on file at the Spak'dlle C411nt}' EnglilEeS'S QffiCe. Thi5 teSpoI151bi1i4y SML 1`lm wiifb the Iand. ai7d 5hali bind Yriy hBtfS, a55agn5, and successctirs in interest. Pra}erty Qvmer Name: F)iamond Rack ConstructinKJ>5:~~~ / F~roperty Orvner's 5ignature: ` ~ Date ~ ~ 3 . L7nthis -%q rlsy of fe6ruary, 2003, before me, the undersigned,, a Ntstary Publ'sc in and fvr the State of Washingtan, duly cnmmissioned and swam, pe[sonally s}Spe.ared L7ENNIS A_ CRAP4, tv me knuvvn tv be the Ptesident af olAN1O14D ROCK CCINSTRUC"I1ON CflRP., the ccsrp[tratlan that exeGuted the faregving insUtumept, and aaknawledged the said insManent Ra be the free and voluncary act artd deed of said cvrporation, far the uses snd purposes therein mentioned, and an aath smted that he is assihorixed ta execirte the said ixnstrurnent annd ihat the seal afFiKed (if any) is the c0rporate seal of s.aid carpamflion. . NoLBfy-Pl[bl1c lll A[I1a f0T f.t1e State Of Vy121 shii1gt6[l, ~ iC51dll1g at Sp0k3ISe ~ ! ~ My Commi5sion F-xpireS~f~I'~'ir s f ' I ~ L• Mantzx Glvria From: Mantz, Gloria Sent; Tuesday, February 18, 2003 8'29 AM 7a: 'twhipple oi7clcasso~ com' C c: Hohman, Johrr Subject: RE Royal Vista Todd, I have tihe drainage language for this praject almvst ecrmpleted. However, Iam waiting fpr the title notices to release the draanage language because Ghey need to be incorporated into the drainage 7.anguage. T sent Susan an example vf a titae natice a little aver a week aga. Please 1et me know if there is anything else you neec3 to complete the tatle natzces. I will sent yvu the drainage language as svvn as possikale upon reeeiving the title notices. Thanks Glvria -----ariginal Message From; Todd Whipple [mailta:twhipple@clcassoc.cvm] Sent: Manday, February 17, 2003 2:40 PNI To: Jahn Hcahman (E-mail) Cc: 5usan Murphy (E-mail); Fferrel Bell (E-mai1); Dennis Crapa {E-mail} Subject: Roya7. viBta .7ohn, Dennis CrapQ, Speansar, will have his bond in place this week and we will want to submit the plat mylars for BOCC apprQval shortly. Ttae survey grvup said that they were waiting an drainage language, nvw T'm not sure if we have language because af the "Ta t]e Nvtices" , but if we do caza yvu have svmeone from your staff please farward these to ❑ur vffa.ce. As always sovner is better than later. Yaur help in this 'matter is greatly appreciated. Sincerely, CLC Associates, Tnc. Todd R. whipple, P.E. Vice President 1 F _ I Manta, Gloria To: smurphyaL7clcassoc com Sukaject: RE: P 19[}5 Royal Vista plan Lot plans Susan, I was told ^that we need t❑ have the lat plans in this case also to verify the dri3reway lvcatian does nvt conflict with the locativn of the swale. The lot plan alsa triggers the $1,000 floodang bond. Let me know if you have additzanal questions. Gloria -----Driginal N[essage----- From: Susan Murphy [mailtv: smurrphy@clcassvc . cvm] Sent: Wedaesday, February 05, 2003 11:10 AM To: 'Mantz, Glvzia' 5ubject• RE: P1905 Aoyal Vista plan Lat plans Gloria. x thought that lat plans were nvt required for drainage faci.7.ities anside the County RaW. Zs there another reason they wcauld be requaxed for those two lvts? Let me know and vae'll do them if necessary. I did get the faxed title nvtiee - thanks, we'll get that back to you saon. Susan ----Driginal Message_-e-_ From. mantz, Gloria [mailto:GMantzgspakanecvunty.carg] Sent: Tuesday, Februaxy 04, 2003 8.23 AM To: 'smurphy@clcassvc.cvm' , 5ubject: P1905 Rayal Vista plan Lcat plans ^ur" l15 37i r T am missing the lat plans far the twQ lvts fronti.ng Vista Raad. Can you pl.ease • send me thvse with the title natice. Thanks Gloria 1 FAX COVER SHEET JKANE COUNTY ENGINEER'S 0_ _ _.:E . 1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600 Second Floor Fax # (509) 477-7655 DATE: ~I4I ~3 FAX # '4&-y' 6 9 Yy TO: SUSa~ Muroh ~ . coNVANY: As s6cta:f-e-) . CITYISTATE: Number of Pages (including cover sheet): 3 FROM: C-fl00 G /qa til. ~ MESSAGE: SU 5Q m ~ 17 m se~nd~n~, a coe y o~- (Jbrn A(ed J.~,./ ~ ~.n -'t-e.-' ~ kD► f-~-~ -t'Lt(S ~ApS ~ . . ~~~~w • • - ' 4793224 Illllfil 1012912~2 o4~2aP AE lkTlr. 1UiiYrN N 329.00 sonkane Gn. a ,,qfter reoording, mail n(iqinal ta. T1 Y LE lr OTICE bescription of property. Legal descriptiQn: Lat 3 vf ParceE nurnber(s): Address of ptoperty: 000-100411 ! hereby certify ttrat I am the UWMER o€ the abrve-desrfbed property. As owner, I hereby request that the fallovdng notice be placed on tha Title of the abor►esdescribed property, and that safd notice shall run with the lan[f. This property ls responsible fnr the rmaintenance nf the drainage faciiifles tor.ated vn subjec# lat, as shown nn the design plans for Alana Lane. Maintenance shall be in acoortiance with the aperation and Ma3ntenance Manual prepatel by . and dated October24, 2002 and ora f1e at fhe Spokane Countyy Engineers Offce. Thfs Fes,ponsibiiity shati rurr with the land, and shall hind my helrs, assignsT and successors in in3erest. Proper#y Ornnner Name Peaperty Ownees Signa#u VFW Notary PubIlc: State of Califtrmia, Coernty eEf C3range I cerf,ify tha# t Inavv ar 6rave sat€sfactaryr evidencs that mmm -Wt~re persmwho appeared bsfoFe ma, and said persorr ackncnMedgeci that {Wf}ae) signed this instrument and ackncswfedged it ta be ("rf~v fcee and valuntdtry act Tor #he uses and purposes mentiaased in the instnument ° pated. X0- 95' Signature "~''i~,• _ ~ /,t~~~ Title Na7x-9,~~.~ ~ • I5ea1 or 5taMp ` _ DEF1A J. HEA4M MY aApointmerrt expines XPe>vsT qeos Commisslvn # 181459S ~ Houry Pubtia - CslifQrr" ~ Oranqe Cour" AAyr Cmm. Eom ALig 22 _ 2DD5 , '.4793224 - ~I~l 111 _ 14~~9F~ oI1~ ~ 22F BIAItE1.Y. iUViN N 524,01 5pokane CO, WA I3RAINA{GE SYSTE1i7 O1'ERATION AN'D MAINTENANCE MANUAL, FOR . Pro3ecc Nn: a1-069 May 20, 2002 Q~ 10MAL lEXPIREs PJ21I 0.3 ~ PrepSt'C[~ By. 992 2 ~r Mantz, GlvCla From: Sersan Murphy [smurphy@ctcassoc comy 5ent: Friday, January 31, 2003 4 34 PM To: GMantz@spokanecounty.org 5ubject. Rayal Vista plan appraval Gloria: z had a questian frvm vur survey dept. about the title rzvtice fvr the lats which have drainage structures on them. Will there be a document written to tie the lat awner to the maintenence requirements, ❑r will there be language an the plat? Will a recent plat certificate suffice for the title notice') Nv one here is quite sure what needs to be pravided ta you..... Thanks, 5usan 1 Mantz, {Gloria _ Frorn: Mantz, Gloria 5ent: Thursday, January 30, 2003 1 D:51 AM 70: Susan Murphy (E-mad) Subject: P19[}5 Royal Vista dNylarslBond Estimate Susan, I starsiped the mylars khis mcsming and I wdl put a copy of the mylars at the front desk tomarrow morning (the ink takes 24 hrs ta dry) V arn attachrng a bond estimafe far this praject. I wdl begin working orr the drainage language taday and we'IP release the dramage language when we receive the title notice for the lots with the dra€nags structures that vudl be rrbamtained hy the homeowners. Gl4ria n P1505 Band Estimate.xls 1 BC]h1D E5TINIATE ' - ProjQct Name• Rvyal Vista ii Projeat Numher. P1905 Date. January 30, 2a[]3 Pregared by. GMPA ~0KA1QQ:E COUKI,i lt:ern Dewiption Oty Unit I1nit F'rice T4af Drainage Etem& t❑rywell, 7ype ,4 (incl 6ackfilf, filter fabne, frame & grate) 1 EA $ 2.10000 $ 2,9 00 00 2 l7rywefl, Type B(inc! backfilf, fGlter fabnc, frame & grate) 1 EA $2,i00Afl $ 2,700.00 3 Curb Inlet, Type 1 1 EA $ 7500 $ 75.00 4 Fipe, 10-inch AD5 48 LF $ 18.00 $ 864.06 5 Pand ExcaVatian Incl Haui 150 CY $ 8 00 $ 1,20Q.00 fi Seed, Fertihze and Muleh 3,5[]0 SF $ 005 $ 175.00 Qrainage Ftems Su6-Tvtaf $ 7,114.00 Ftvadway Items 7 Raugh Grade: {sub-grade preparation} 485 CY $ 1000 $ 4,85060 8Base 8 Top Cnurse 485 CY $ 24 00 $ 11,64000 9 Asphalt ConcrQte Pavement 325 TN $ 45,00 $ 14,525.00 10 Curb and Gufter, Type B 171 LF S iQ OQ $ 1,710.00 11 5idewalk 100 SY $ 2300 $ 2,300.00 12 Temporary Traffic Gontrol 1 L5 $ 1,50000 $ 1,504.fl6 Roadway Items Sub-Tv€af $ 35,625.0€} Ervsian Cvntrol Items 13 SiVt Fence 566 LF $ 4,00 $ 2e264.0a 14 Rock Cpnstructian Entry 75 5'( $ 16OCl $ 1,200.00 Erasran Contraf ftems 5u6-Tofa! $ 3,464,00 5U8TQTAL ofALL dTFM3 $ 47,203A0 39'o anflativn FrQrrr year 2002 tv 2404 $ 2.87466 Suh-Tofal rncludrng rr+fletion $ 5[].077.66 CQNSTRUCTION TQTRL (includes multiplier af 7.10) $ 55,100.00 Inspec4ion 15 InspectEon af Drafnage Facdities & Road 1 LS $ 6,500.00 $ 6,540.00 fnspectivrr ftems Sub-To#8f $ 8,50000 5fJ8TOTAL of ALL 1TEMS $ 6,50000 3°/6 anflafivn from year 2002 to 2004 $ 39585 5ub-Tatal includrag rntlatlon s 6,89585 INSPECTIOH T{7YAL [includes mu9ti,plier a$ 'Y.i f}) $ 7,500.00 GRANO TQTAL (includes rnultiplier af 1,10) $ 62,700.04 J 707 W.7THAVE. TRAN SMITTAL SiJlTE 200 SPOKANE ~~~AFI`{ ~/ED DENVER WASHENG'S'OIY 992[TJ4 P 509 45B 6840 LU03 5 PO KAIN E F 509 458 6844 CIo.C A550E:IATES SPOi[ANECCiLRdl'r EtlGINEER 9ALT LAKE CI'fY To : SPOKANE COIIAI'lY ENGM ERS p A,T E: JANTTARY 29, 2003 1[] 2 fa W BROADWAF AVENCIE P F2 C] J E CT ROYAL VI STA NAM E: SPOKANE wa 99260 s010444 PRovEC`r A7`t'N: GLORIA MAIVTZ Nu tw a E R: WE ARE 5EN❑ING: X ENCLO5EA , Li1dDER SEPARATE ~ ODCLFMEtVTS G4MPLJTER DISCS PFtINT5 X REPRODL[CIBLE3 REPORTS OTI-!ER C❑PIES 1]ESCRIP'f'ION 1 SET MYLAR, I]ATED 112$f03 l. D& M MiANi]AL, b]ATED 1]03 FOR YOLJR LJSE x FOR YOIJR REYIEW FOR YL7LJR APPRCIV,4L SEPdTPERYOCJR REG,ILIE97 x . , EXPRE55 ME5SENGER PICICLJP , U.S. MAIL fZEMARK5: 6V-L~ GOPY TO.I FILE B Y: tav~fl lw/t/ )vl zt, ~ ui/er/us 19:5U MA GLC Assaciates, inc. LOfla1 IeL.C ASSOClATE9 787 West 7°i Averaus, Swite 201); ;pakane, WA 99204 (SOJ) 458--8844 (509) 458-~i~'844 (Fax) FAX TRANSIViII=fAL , aATE; P►acEs: ~ INcLuaiNG CovER SHEEr TD: FAX: 4-77 f CDMPANY: PH[)NE: 477-'-Z~ FRaM. ~ JOB= PROJECT 5 ~~Lc~~•~ . O'RfGINAL IN MA1L l7mS c%0 NoTE$: T , f~ ~•lL~ ~ ~_~iL~`LlJ~ ~ OIL 1-ii. . ~ CanfdenFidliN Notice Thls document{s} accoripmiying ft fm darimmsWn r,4tftn(s) lnFo[rrotm. ►vhich Is oonfidenW ar►d KWOged. This in[mudn 6 irrtended to 4a d'ae [tue irpdividuaC ar entcLy set f[af1 above. If ycw are raat dteardm&%d redP%rt, Plem ba sware fhe arry disc~uris, c[W~, (fisMbutiott or use Qf the oontmt5 o! &ls fnTvrrnafian is prohihiled. TCtark yndu. ptF~w~~axrcarm~•~ 01/27/03 19:58 FAX CLC Associates, Inc. U002 ROIrAL ViSTA QUAlVTITY ES7lMATE projec+t Name: Royal Uista Praject Numbee: 5010444 Date: 01114103 Quantities Prepared by: LDR []rainage ltems I Concrete InEet Type 9 a EA 2 Cancaete lniet Type 2 4 EA 3 GurG Iralet Type 1 I EA 4 Pipe, 10" 12-N AD5 48 LF 5 Pipe, 98" HUPE 0 LF 5 Pipe, 12" F'VC 4 LF 7 Typ0 A Orywell 1 EP+ a Type 5 CJnywe11 1 EA 9 DitchalRond Exr.avation 150 CY 10 Rip Rep 0 CY 11 Washed Drain Rvok (1" to 3") D CY 12 Fiter Fabric a SF 13 Hyciraseeding 3,500 SF Rvadway ltems 12 A.sphalt concrete - Class 6 162 CY 13 Tap Gourse, Crushed Rock 419 CY 14 Base Course, Grushed Rock 67 15 l:ulti a11d Gt1CtEf, Type B 171 LF 16 Curb, Type R D LF 17 Cvracrete Cross Gutter 0 F-A 18 Cvncretc Sidewafk 903 SF 19 Wheelchair Rarnps 0 EA 20 Exca►►a#innlEmbankment 0 CY Misc. ltems , 2@ WSL)OT Cvnu'rete Barrier Type 2 0 EA 21 Street and Stop 5ign d EA Erasirrn Cs+ntral Items , 22 $il! Fence 566 LF 23 Rock Gonstructi❑n Entry 223 SY MfScellaneaus 24 lnspectibn Agreement 1 L$ 5500 SutYtotal: 5ubtotal. Irscluding 3% inflativn from year 2001 to 200? TOTAL. 1NGLl9DING 1.1 iMULTtPL1ER Cy Jb2X I-9,-0 1/27/2003 Sand EsGrnate.xis C-f. i"~ 7:45 PM ! f If; 1 S P C] Z~ A N E C~ ~ U N T Y" IJ[VISIOIV OF EiVGIRfEEAING AND ROADS A BIVISIOEV ar 'rHE PUBLIC WORxs DEPARTMENT 7anuary 15, 2002 Todd Wh1pp1e, P.E. CLC Assflciates, Inc. , 707 W. 7`h Ave, Surte 200 . Spakane, WA 39204 Subj ect: P1905 Royal V ista Road arad Drainage 1'lans- 2nd Submittal Todd, Thank you for addressing aur concems witih your Fanuary 13, 2003 subrivttal af the road and drainage design docurnents for this praaect. There is ane outstandrng issue that needs ta be resolved pnor to acceptance of the plans. • Address the enhry mcharge ❑f rnaintaining the drsinage slructures located outside ❑f the c❑unty t'ight-of-way and praVSde an (J&M manual for this pr❑ject. If the homeowners are to maintain the structures, a title notice for these lots will be required praor to final platting. Othetwise, provide a draft copy af the CCBcR's for this praject. Since this is a relatiVely rninor I55L1e, you are authorized tn submit myYars. +Dur departinent wxll reView the C3&M, CC&R's or title notiGe befcrre ~'inal acceptance rrf fihe plans. If you have any questians about this review, please cantact Glaria Mantz at 477- 36[]0. Sincearely+, 7ohn V. Hohrraan, P.E. L3evelopment Services EngineerlManager Yi1 ~6 ~ v GTaria Mantz, P.E. PIan Rewiew Engineer cC: Taennis Crapo- proaect applicant 3im Falk, Suokane County Planning 1028 W. Sroadway Ave. ■ 5pokane, WA 99260-0170 o (509) 477-3540 FAX. (509) 477-7655 (2nd Flaar) 477-7478 (3rd Flooc) ~ TDD- (509) 477-7133 f r ^ f Al 707 W. 7TH AVE. T RANSM I T T r4 L suiTE aoo i 5PDKRIVE pENVER 99 VYA5H11'VGTF7N 99264 P 509 45e ss40 SPDKANE F ~"a09 458 6644 CLC A5S11CJATES SALT LAICE eirv TO: SP{]ICANE Cdi1NTF PXfBLIC WDRRS o.arE: JANCIARY 13, 2003 j 1025 W SROADWAY AVENUE PRoJECT ROYAL VISTA fVAME: SPf]KANE WA 99260 ' PROJECT A,--rN: cLORZA r~,rrTzr,~oxn~ xoxi~r~ M u~n B~~. s010444 w . WE AiRE SER+<pIWG: X ENCLOSED , 6JNGEO2 SEPARATE , DflCLlMEN75 C[7MPLJTER DISCS X PRENTS REPRC]C]IJCIBLES x REFORTS Ix OTHER S GOPIES D ESGRIPTI0N 1 LOT PLANS C1F ROYAL VISTA, DATED 11121102 {CDM 1 DRAINAGE REPpRT (CDPY) 1 STREET CON5TRUCTION PLAN5, DATED 1-13-03 (ORIGTNAL) ~ > [~i s l1, =s;L P~.~ t.~:~_ f~,~~_.. - sPo~~aE cou~ L;~c~,Nzts ~~O ` y~~~ ~ o ~~Z ~ MOLAEGI SUgMrrrAL ~ 2- 1 3 ywrl ~'YiLF ~a RMRH TO {'i►av E '~"WEN['I AiCC~, FOR YOLJF2 LFSE X FOR YOLJR F$EVIEW K iFOR YOLJFt Af-PROVAL SENTPERYOiJFd REGILJE5T EXPRE55_ x MES5ENGER PICICLJP U.S. MAIL REMARKS: 2ND ST]BMITTAL ~ . CflPv To: FILE ay. fiODD . WHIPP , P.'~. VTCE PRESIDEN ~ CLC A55QCIATES January 10, 2003 GLC #SO 10444 5pokane County PubliG Works Division vf Engineering and Roads 1026 West Brvadway AVenue Spakane, WA 99260-0170 Attn, Glada M Mantz, P.E Subject: Rayal Vista (PE-1 905-42) Road and Orair~age Submittal #2 ~~~~'~',~J~ JArv , . ~ r~~ Dear Glvda: L~~~ ~ In resp❑nse to your review comments in a letter dated December 30, 2002 (copy enclosed), the follavving items have beerr addressed- 1. Table 2 indicated 14,189 square feet vf impervivus area requiring treatrnent. This f'rgure incfuded rvafs and sidewaik (whrch is separated from the curb and therefore not to be included in the treatment calculativns) ►4 separate line hss been added to Table 2 that indicates the area requirrng treatment ►►ersus the total impervrous area. 2. The dryweli lacated in Swale B is Iar,,ated 7.92' fram the edge v# paVement, as indicated in the calfou# on Sheet 4. 3. Basin 2 runaff will even#ually end up in Swale 1 . The pipe size, s9ope, pipe inverts and pvnd bottvm eleVativns have been reVised #v match on akl plan sheets. 4. The sidewalk an llsta Roa Y~ ~ e 6 foat width, 5. The building setbacks an pon r~ttam elevation have not been added to the lat pFans, as the Co rivns a pprova anning Cvndit+on #14 states that "Front yard, side yard and rear yard setbacks shafi be determined at the time building permits are requested.n A capy of Cvnditivn #14 is included fve yvur reference. The pPat name an the Ivi plans has been reVised to read "Royal Vista°. 6. The dnveway aIEgnment has been revised ta maintain the drivewayr width near the pump house. Bollards have been ealled out, to be painted a cautivnary cvlar with reflective striping as a waming mechanism. 707 WEST 7TH AVENIJE • SLJITE 200 • 5POKANE • WR 99^s.C:l4 • P 509 458 5840 • F 509 458 6844 DENVER • 5ROICANE • 5AL7 LAKE GITY 3 * 1f yvu have any additiorral questrons or com+ments please feef free to contact me at 458-6840. Sincerely, CLC ASSOCIAT " ~ . ~ u Todd R Whippl 2 546t' PrincEpal TRWJskm ~ ExPrRES 9/24/- cc: file Enclasures: 1 evpy of the Drainage Repvrt dated 1-07-03 1 bond set of Street and Storm Orainage Plans Lot plans Cvpy of Page 6 of Condifians of Approaal (ltem #14) r Y _ - L ~.c ~ ~ ~ - ~ rT JE cDo x-i T-i T-y- C C, A,- DI1#ISION OF ENCINEERING ApsTD RQA[]S A p[V[5[[3iV QF TI-iE PUBLIC Wf]RK.S DEPAATMkN"T DeCeIIIbep 30, 2002 Todd Whi}7ple, P.E. CLC A55OG1aEe5, rnc. 707 W. 7"' PIYe, Slllti£ 240 S]]flkai7e, WA 99204 Suhject: F1905 Roya2 Vista Raad and't]rainage Plans- lst Submittal Todd, We have reviewed yaue Nowember 27, 2402 submittal of the road and drarnage design plans far this project. The fatlowing items need to be addressed ar resolued prior to acceptance ❑f the plans: 1. Table 2 indicates that there are 14,189 sq. ft. af imgeevivus requinng treatrnent and is not cvnsistent wnth khe treatment valumeslareas provided as rndicated by Table 3 2. Verify that the dryweil 1ocated in Swale S is located more than 8 feet fram the edge of pavement. In additivn, address the entity in charge of maintaining the drainage stro.ictures. If the honneowners are to ma»tain the sEructures, a tltle notice for these lots will be required pnor to final platting. 3 Based on the slope efi the 12" Gulr•ert located at the hammerhead, it appears that Basin 2 run4ff will eventuaily end up in Swale B-1. Verify this -is the entent. 1n addrtion, there appears to have incpnsistencies regarding the pipe si2e, siope, pipe inverts, and pond bottam eievatsons in the plan shects. 4. Because V9sta Raad is a collector arterial, the sldewalkc should be 5 feet wide. 5. Show ihe buildmg setbaclcs and pvnd hottarn elevations in the lot plans In addstron, the lat plans indicate the plat narnc is Dorn's Addition T{oyal Vista arsd the plans call it Royal Vista. 6 Tt is our Qpinion that the drivewa,y width s'hou2d be maintained near the pump hause and that hollards and a sign vt warning rnechanisra-i should he provided on the pump house to rnake it more vrsible at night. Tf you Ftave any questions about this review, please cantact us at 477-3600, Sincerely, John V. Hahman, P.E. Deveko,pmcnt Services EngineerlManager ct 0 Gloria Mant2, P.E. P1an Review Engineer cc: Dennis Crapa- projeci applicant 9inn Fallc, Spokane County Planning Project file 1026 W. Sraadway Aue. • Spakane, WA 99260-0170 •(509) 477-3600 T'A1C: (509) 477-7655 (2nd Floor) 477-7478 (3rd Flaor) • TI]D (504) 477-7133 - •l j+ ~ _ _ 5. The I7ivision mFPlanning I]irectorldesignee phali reuiew any propmsed final plat to ensure compliance with all conditians of appraval fvr the prelirninary plat ' 6. A fina1 plat namclnurnber shallbe andicated befflre the final plat is fited, which narnelnumber - tnust be approVed by the Aivisian Directorldesignee. 7. Apprvpriate road name(s) shall be indicated. 8. The prelimanaty plat is given conditional approval for five (S) years, spe.cifically to September 19, 2007. Ta request an extensivn of time, the applicant must submit a written application to the Cvunty Uivisivn of Planning at least thirty (30) days priar to September 19, 2002, ire accordance wiih the County 5ubdivisivn Ordinance. 5ubmissiou of a time extensiun applicaxion after the e1'ase of business hvurs on August 19, 2007 wi1I not be accepted, and the preliminary plat will become null and void at such time fa the extent it has nvt received final plat apprvva1. 9. Appropriate utility easements shail be indicated on cmpies of the proposed final plat. The appraval of utility easements by apgropnate utility companies shall accvmpany the submittal of tt+ie final plat. 10. Llpon filing the final plat, or a partion thereof, the zone recLassificatifln of the fanal plat area shali be finalized, and the existing zaning changed to the UR-7. 11. FQUr (4) current certificates of titDe shall be furnished to the Sgakane Gounty Bivision of P latu-iing psiar to fi 13ng the fnal plat. 12. Priar to filing all ar a portien of the finat plat, khe applicant's surveyor shall subanit one or more maps nutlined in red of ihe area being f nalized. The scale shall match the apprapriate Assessor's map scale. 13. A survey is required prior to the fiiing of the final plat. 14. The final plat dedica#ian shall contain t'he followang staternent: ~ yar ~d r~aa s~:~..~r •s S~ ' b~ c fr.~r,~in~ t~'tta~e Qdu~_r~ pe ~ ~ ats ri ~C~LLCS!~'E 15. The Divisian of Planning shall prepare and record with the 5pokane County Auditor Notice, noting that the property in guestivn is subjecfi to avan'ety of special conditions imposed as a result of approvai of a land use action. The TitTe Notice shall serve as pubiic notice of ttte conditians of appraval affecting the prQperty in question. The Title Natice shauld be recorded within the same time frame as allowed for an appeal and shall oniybe released, in full or in part, by the Division of Planning. `T`he Title Notice shall generaily provade as foilaws: "The parcel of property legally described as [inssrt legal description] is the suhject of a land use actian by the Spokane County Hearing Exaaminer rrn September 19, 2002, approvang a preliminary plat and zone reclassificativn fvr the subject propertJ+, and irnposing avaraefiy of HE Findings, Ganclusions and I3ecision -"PE-1 905-02 Fage 6 - . , I ~ P C7 x< A rT E G C:i xi N-r Y DIVISIf,lN OF ENGPNEERING ANQ ROADs A I?iVISIpN QF THE I'[JSLIC WdRKS L18PAP,,TMENT December 30, 2002 Todd Whipple, P.E. CLC Associates, Inc. 747 W. 7t` Ave, Suite 200 Spokane, WA 99204 Subject: P1905 Rayal Vista Raad and Llrainage Plans- t st Subiruttal Todd, V4+'e have reviewed yaur Navernber 27, 2002 submittal o£ the road and drainage design glans for this project. The foilowing items need ro be addressed or resoived pnor to acceptance of the plans; 1. Table 2 andicates that ttaere are 14,1$9 sq. ft. vf itnpenrious reqeainng treatment and is not consistent with the treatment volumeslareas prmvided as indicated by Table 3, 2, Verrfy that fihe +3rywe11 located in Swale B is loca#ad more than 8 feet frarn the edge af pavement. Iri sddition, address the entity in charg€ of maintaaning the drainage struGtures Tf the homeowners are to gnainttain Che structures, a title nohce for these lots will be required prior ta final plaiting. 3. Based vn the slape of the 12" culuert located at the hammerhead, it appears that Basin 2 ntnoff wall eventually end up in Swale B-1. Verify this is the intent. In addition, there appears to 1ave inconsistenc3es regarding the pipe size, slope, pipe inverts, arad ponti bottorn elevations in the p1aFa sheets, 4. F3ecause Vasfia Road is a cflllector arterial, the sidewaflk should he dfeet wide. 5. 5how the building setbacks and pand bottom elevations in the lat pZans. In addahan, the lnt plans indicate the plat name is Dorn's Addition Royal Vista and the plans ca11 it Royal Vista. 6. It is aur opinion #hat the dz-iveway wxdth sFaauld be maintained near the pump hvuse and tFiat bollards and a sign ar tivaming rnechanism should be provided on the gump house to make lt more vYSible at night. If you have any quesrions about this review, please aontact us at 477-3600. Sincerely, Tcahn V. Hahman, P.E. DeWelopment Services EngmeerfManager , I . , Glaria Mantz, P.E. Plan Review Engineer cc: Dennis Cragct--- praject applicant Jim Fa1k, Spakane Caunty Plarining PrajeGt file 1026 W. Breadway Ave. F 5pokane, WA 99260-0170 9 (569) 477-3600 FAX (509) 477-7655 (2nd FZaor) 477-7478 (3rd FIoQr) • Ti?D: (549) 477-7333 I I 707 W. 7TH A4E. ~RAN r'7 IYI I 1Tf`, ` 5UITE 2O❑ SPOKNE WASWItkGT614 94ZC34 ~ECElVED OENVER P 509 458 6840 SPOKANE F 504 45B 6844 N'~V 2t~ 2002 ~CLC ASSI~GFC~JATE~ SALT L/AKE CITY SPOCLA+iC COATY ENVUNIEEP ~ ~ ~~im IR cc, FACr.► aqTE: 11-- ^G r7 - Q'z- T17: PF20,JECT L71'• ~ ~ ~ ~ ~ r?q FJ A R+1 E: RRQJECT ~r~~~~: AT°rN; M&Nr7 r~ 0 0 4- 4-~ ►NE ARE SENQING: ~NCLQ5E0 , LINOER 5EPARATE , GOCLPMEh9T5 , COMPLJTER CJf5C5 ~ PR9NT5 REPRODiLlCIBLES REPaRTS OTHER GOPIES DESCRIPTIDFV f =0 d2-- ~ ~ U FF;l r~ L 7- T-.6--L- ~O R YOIJ R LJ 5E X,.FOR YOL R REVIEW , FOR YOLiR ARPRDYAL , SENT PEFt YOLIR REqLJEST ~ , EXP$E5S F1E5SENGER , RICFtIJP , U.S. MAIL FdEMARK5: C C] PY TO: BY: ;ZCYAL- 7K 7 4a-,rz-- f 707 w. 7TH A,VE. 1RAN Slrl ITTAL 5l.CITE 200 SPOFCANE ~~~~~~ED OENVER WASHIMCwTOM 99204 P 509 458 81840 5 POKAN E F 509 458 6844 V CLC A55OCIATES SA~LT LAICE CITY SPOf{ANE CJl1NTl' ENGIHEER To: SROPCAN'E CdUNTY ENGINEERS pqTE: 'I 1I22I02 paOJECT RC3YALVfSTA NAME: PROJEcr AT-rN: GL4RIA MANTZ wunnaER: S010444 wE .4RE SENaiNG: X ENCLOSED , l]IVC7E~`d :3EPARATE / \ DCAG61h1ENT8 COMPLJTEIR GESCS PRQDUCI@LE9 1 ~ REPORT5 ~ \ ~ l~Tl-9eR PR1NTS x RE CQPIES [)E5CRIPTION I SET MYLARS FC]R APPROVAL 1 SET DRACNAGE REPnRT 1 SET I'NSPECTION AGREENIENT 1 SET GEOTECHNICAL REPORT 1 SET CRQSS-SLOPE GRADE CALCS. FOR WIC1ENaNG 1 SET FIRE DBSTRIGT NQ. 1 APFROVAL 1 SET ERO510N CONTROL PLAN 1NCL4JDED 7N PLA'NS FOR YmtJR L75E FOR YOL1R iZEVIEW X FOR YOLIR APAROVAL SENT PER YDiJR'REQLJE5T EiCPRE:3B X ME5:3ENC3EFL PICKL7P , U.S. MAIL REMAR}~~~ uENNiS ~ ~vk..N COPY Ta: a Y: FAX GDVER SHEET - SPaKANE CCILTNTY ENGIIVEER'S UFFT, , 1026 W. Broadvvay Avenue, Spvkane, WA 99260 Phane: (509) 477-3600 Secvnd Floar Fax # (509) 477-7655 pATE; 101 Islo 7, FAX# tl TO. ~(rc,- n ~ce- ' COMPANY: (2,LC As s o c• CITYISTATE: Ntamber af Pages (including cover sheet): ~ FRC3M: ~ 10A'C1- MUO--&- NyESSAGE: . , , 3 _ ^ • r SPOKANE COUNTY TJTVI5IOAI QF ENGINEERTNG IIN'D RC?AUS ,H. UIVISTON C]F TNE PLBT_JC WORI{5 DEPAItTMENT ~~~EMIENT TO PAY FEES ENGINEER'S AGHEEMENT NUMBER P!,/ a This agreement between Spokane County and ~ _ vr ~ (name persna~ whose interest in the project is ''1,Q v ~i.e, owner, agent, eEc.j is entered into this day ❑f `f- c, N ) , 200-.This agz~eement is applicahle ta the project l.no~vn as: 0 c. ~ _ i ~ ~f~. ~ i ~-r , ~ c, • 4pra~ect aress o~ ename or pia e csc p ~gs,-or ue numoerp i That the individuals and parties named herean as having an interest in the aboVe aescribed praperry ar praject agree to t`te foPlowing: 1. Reimburse Spokane County for praject review and inspeetion fees as specifed in Chapter 9.14 af the Spokane County Code. The fees wilE be based ❑n actual salary casts incurred by Sgokaree County far project reviews and 1or inspections plus a ten perceni administrative charge, and wi11 be bi1led rrxnna.hly as accrued. Any billing amouncs due, inciuding any expenses mcurred in the coPiectian of an overdue account, must be paid pariar to the Caunty's acceptance af the project far fiting. If apraject is approved andlar fled with a baIance still nwing, the unpaid balance shall be paid within 30 days of the invoice date. 2. The undersigned agrees that these fees are due and payable upnn receipt flf the billing as specifed above, 3. Any invoiGes nat paid within 30 days of ahe inv4ice date wi1P be considered delinquent. Tf any outstanding balance vn the aceount for this project is nat gaid within 30 days of the invaice date, nv further reviews gf the projeet documents will be conduc[ed until the entire accaunt baIance is paid. Any balance pn the accaunt far this projeEt not paid withtn 65 days vf the invaice date may result in legal activn ar the initiation of ather calfection procedures, including referrai ta a collection agency. The Sponsor w31l be Iiable for any and all expenses incurred by the County for the catiection af averdue accounts. 4. The monthly billing shauld be sent tv: NAME 1 ATTENTIt7N: ~ r3 rt r5> CONfPANY: ADDRESS, A-% CETY, STATE• ~e- ZIP CC]DE: 9,703-7 PHoNE ~ 2 ~t - 4~SG1 PxoNE # 2~ 7-t ~S1 a _ FAx#: ~2G q09q E-Mail t )e-.,.. t 5 (7•-4 Pz> (R A-e) L I understand Chat failure to pay ttyese fees tnay result irs [lelay in comgletion vr approval rsf the project crr other gQSSib1e sanctions. 0 If this fee agreement is completed by sarneane other than the Spvnsar (i.e., fhe project owner or a principaF in the firrre sponsoring the paroject), such as the Engineer designing the prnject, then wriecen autharization from the SpQnsor specirically autharixing the Agent to execute this Fee Agreernent is attache is Fee Agreem SIGNATURE By: ~ (PRINT NAME) RETURN YELL,(7W CCJPY TD SPOKAIYE COUN'd'Y ENGINEERS klfiagreefee dae 412001 1026 W Broadway Ave Spakane WA 99260-0170 (569) 477-3600 FAX: (509) 477-2243 TDD: (509) 324-3I66 Call'ian, Cindyr From: Callan, Cindy Sent: Thursday, Sepiember 19, 2002 3.16 PM To: 'rmyhre@clcqinc com' Cc: Nohman, .kohn Subject: RE P1905 ROYAL V9STA Hi Rvya1. As far as z know, we're still waiting for the vfficial Findings and Conditions for Rcsyal Vista from the Hearing Examiner. T'm unsure what the timeline is to finalize the Conditivns. Sased on the requirements vf vux department, gravel or pavement are bath acceptable for driveways. However, yrau als❑ need tv meet the requirements of all the other agencies, including the fire district. 3 discussed 208 treatment requirements with nur department, and cvnfirmed that 208 treatment is reguired fQr both paved and gravel driveways. Flease verify tkiat the design frar this prvject cvnforms to this requirement. Let me knvw if yvu have any further qaestions. Thank you, Cindy Cindy D. Callan, P.E. Plan Review Engineer Development 5erviCes 17ivisi6n of Engineering and Roads ccallan@spakanecaranty.org t509f 477-3600 -----C~riginal Message----- From: Roya1 Myhre [mailta:rmyhreQclc-inc.com] 5ent: Wednesday, 5epternber 18, 2002 31:28 AM Tr : P. E. CINDY CP,LLAN (E-mail) Subj eCt: ROYAL VISTA CTNDY; JUST WANTED TD Ta[ICH BASE WTTH YDU C]IV' THE STSTUS 0F THE CONDITIONS FOR ROYAL VISTA STREET AATi] F]RATNACE PLANS, Ln1AN°I'EI? 'Z'Q FINI7 pLT'I' IF kTE CAN LTSE GRAVEL OR PAVEMEN^f QN THE PR211ATE DRIVEWAY. ROYAL MYHRE CZC Iy,S50C2ATES ~ 09/06I02-•-FRI-_13: 10 FAiC _p - o . , + ;6 i , i „ • e r 1 Const. I . ~ Fax To: CEndy Ca!lerVSpokarte Caun#gr Froen: Cennis Cra p! , Engineering ' . Fam 471-7655 2 Phonv. Date: M002 ' 9 Rei VLlla VistP `Mt 4iiY: Q Urgerit M For Rerview 0 Please Carnnnent 0 Plesse iteply 0Pleav+a Recyele r • comnxqft , a , i 09r06/02 FRx 13: to Fn,A A002 09opErut za as PAlt GCG nceac1811766. [nr,. . ^ , ~ ' • ro SPOKAN~ COUNTY , ; ,¢jVTSf~1N @!x ~~lY3~C. Y~AiD 'RDAPS A nIVISIONT [iF YPiH `~t78ISC PF41Iii~ 13~F'JLR'fl~S37' Af3RF,ENM1\ T 1 O PAi ifEz7 ~ . BNGI..ti[E.SR'S AGracQwr~Nr 7y[1Mg= : i Th3s agroamens br[wern SPOLsw Counqr aad "ao~t Coa~,pract~~.. : . ~p ~ whose in~~as~ m[ha perajrrt ia T p~RMr.+ ~ u Fan'tered inm ftfls 6rh day e!! 8e1tr~mber ,20 R2 Thiy agrae- dr appDr-h1e ra 0- ptoya:t knmyn as- d sa V s . `i'hsi am indivil"ala 444 parsies niined hescis ss bmvipg, a~ Intenyx in rht u6vrc aescribed p¢opcrty cr projece pgKe eo tlie FeiSawFag• i. Rainb,3tsc SgaYcaft Couary for psnJcst rcview a" Inay._...w fea.& as apgcitlod ia Cuap[er 9.14'of ` dsr Spnknr~ Couri#y Cc& 'Ihs a+iil be based nn acneal salary csFSp ineurted by 3poiratit Counry for prnjccs xcvicws Ased d nc knupeCtir,u+ ghn a ma yeeccat adminiseraelve t5arga. aad wi11 tx Failled eaonihTy as acezvck Ariy b1lSifig anww[s dtir. trieltuiiag seW dpaases ine"LLrrg+ ia dae cotlcctian ef an wctdte aeccsuac. muet bC pald prina m dic Counry's accaMace ef am paaject for [iting. ff a pmjcct ia approved aadlue ^Filed wilh = a,a+=••m stell orrieg. tFee uagaid h&lsrlCt td*ll.be gald w€tRin 30 daps of the imcrim dotc- e x. 'i'Ar userfsigme4 agrees dtae dsae finrs am due sm pn}rabls vprnn rrxaips at Me b#1l:ng rs apec"jed aborer. . ' 3. Arsy Erovpisea uctt paid withirt 30 days +sf t3e ia+ratm daee vuill 6a eansidcrad dalixuqueni. If orty outtm diug baiancc an €teacwuac for iRls peataer ts nar yald witben 39 days of shc rurouc7 d~tE. na llirtharr mriawa of the pwject dncumanss wSll be coo.4ucted tiusril Elta antuwa accoung 6alaaas ia paM. AaY balanot 6s dw aacswat for dria psqyect aet paid widsis 65 dayrs oY ths iavvicis ctuc rdwy rimuli la ks+1 acrirrn os am isiriadon oi" cgcheP cot1ecdnn pfobNtures. ~1_eg rafaraal fn a caIfeedaal aganey. 'YLm 5pcsasar will ha lla41G tbt cny snd ail axpease,s iaqlesed by d3c CosnM for *0 urlSetsion @f averdue acxaunst. , a_ 72te mwnehlY bWlm ehauld ha &aas m: + a NnMEf n'I"i'EN's'ION: no"ntA CYe9O ' • COMPPLNY: 17S,mahand PLaair. Conats~ce[ioxr ' .tDDRE$$. 1 %,W E. 111iE$i+9 Abe ' • L'rr1°.ST/U`IE= O~r.ds1~. 'i1A hrl , 21fi' GQDR- 4d037 PHONSd- et.~'rs;TS ~r7• ~ FA7L N: sx~s+k ,B-Mii1►: _ T urtdarataad ffiat failute tn ,PaY thw leea may rem1t 8n delay in complClloA o1 appeava4 af ffia projaee ai ochar pasaiblr aanctiuna. C] Ef dhis fta a, -....t ia comp&ctmS by aommne ateor ean Ma Sgomor ('a_e., f1w groiee[ avraer s9r a am. as &a ~er ~we:n~y° ~r pcc jact. f~o prfrx?paf in A~ firm nsnrrng ~ prajecs). paf avp~as~~ ffie A~nt eo .......7r ~s Fan wrkucn rrushoriZM}ou !fn e6c sSt Agr.,.,....uu ~fh •._.._t:_~~• . 5[GFtwTUFLE BY: 0%04"[' NA1v~L~ t SF~CS~.w ' ,nn.. sr~ ' i 31}Z6.oaWBraod4rap Ars 5pc,lfose WA 94~"6~0179 (S~) 4"~4480G VA~L: fAAI sri-aza7 3DIS_ (SY4}'83t-7ts6 i i i j f ~ i ' STORMWAFER GONVEYANCE AND DRAINAGE SWAL E S F]'PER►4T[ClN &MAINYENANCE MANUAL Royal Vi sta CLC #5O10444 Januany, 2003 By C.L.C. ASSOciates, rnc. 707 W. 7th Avenue, 5uite 200 Spokane,lNA 89204 {509) 458-6840 a / A i ~ STORMWATER CONVEYANCE AND DRAINAGE PONDS OPERATION 8 MAINTENANCE MANUAL 1.00 PURPOSE This document is intended to provide general operations and maintenance guidelines for the drainage conveyance systems, swales and other drainage facilities located within the Royal Vista plat. Implementation of these guidelines will insure that the drainage facilities installed will function as intended in the design. 2.00 INTRODUCTION Generally, the drainage system is intended to collect upgradient stormwater runoff and convey it to one of the grassy swales. The drainage facilities consist primarily of a series of pipes, treatment/storage swales and infiltration structures. It is of the utmost importance to provide adequate operations and maintenance activities to insure that the drainage facilities remain sdt or dirt free, as this sdt or dirt loading will affect the performance of the pipes, swales and infiltration structures. If these facilities were to become completely clogged, the only remedy would be complete reconstruction of the drainage facilities Therefore, periodic maintenance is a must. A full set of engineering drawings is available for review at Spokane County Public Works. A site layout exhibit is provided in the Appendix of this document. 3.00 GENERAL OPERATIONAL CHARACTERISTICS The drainage facilities for Royal Vista are simple, functional, and have low mamtenance requirements. A periodic visual inspection of the facilities wdl identify any required maintenance. Most maintenance will consist of keeping the pipes, structures and swales free of debris and sediment. A specific inspection schedule should be followed. See Section 4.0 for recommended maintenance schedules. 3.10 Draina4e Structures and Storm Pipes The onsite drainage conveyance system includes the grassy swales and 12" ADS-n12 storm pipe. The swales collect and convey the runoff to the treatmenUstorage swales, located on 4 of the 5 residential lots. 3.20 Drainaae Swales Grassy swales were used in the design of the Royal Vista plat to provide treatment and storage for the runoff created by the development. The storage volume for each pond was designed to adequately contain the runoff created by a 50-year storm event within the drainage basin it serves. The soil located in the floor of the swale shall be a medium to well draining material, with a minimum infiltration rate of 0.5 inches per hour. 3.30 Infiltration Structures Swale B-1 has one double-depth (Spokane County Standard Type B) drywell, and is used to CLC Associafes Page 1 of 3 Royal Vista 0 & M Manual STf]RM'VVATER GONVEMANCE ANO QRAlNA[aE P[]ND5 aPERATlON 8 MAfNTENANCE MANLJAL infiltrate storrrtwa#ec runvff beyarad the required treatrnerrt vnlume. Swale B-2 does nat haae a dramage structure. A copy of the 5pokane Caunty Standard Pian B-ia ,Precas# arywelis Placed in 5wa1es is provided in the Appendix far reference. These struetures consist of a grated inlet, perfvrated corrcre#e harrel sections, and buried washed drain rock, wrapped in p❑raus fifter fabric. The grate inleC elevatian is set eight inches abor+e the swafe bottom lo prouide a treatment arsa belov+r the nverflovv elevation of the drywe1l grate. The barrel secfions and washed drain rock prcavide additiflna9 starage during infltration. 4.[]0 MAINTENANCE REGlUIREMENTS ANO SCIiEI]llLES Below +s a rraaintenance descnption fnr each of the dEainage system elemen#s contained with'sn the Ftflyal Vista plai, incfuding the drainage structures, pipes and swales Afl drainage facdities locateti outside aE the County road right-ef-way are expected fio be mainfained by the individual residential lat owner. General Proper maintenance procedures are necessary for the cnntinued funcfioning a# the drainage FacilEties. Irnproper rnaintenance or lack of attentive rnaintenance measures may result in negative drainage impacts. Generally, maintenance cflnsists of a visual inspection of the drainage facdrties 9mrnediateiy folEowing a substantiaE rainfa1P eveni or snowmelt event. Substantial events inciude: r Irloticeably hard rain for a shart period (30 minutes ar mvre), c Sfeady rain for a Iorag perivd (6 hours or mare), or < Signrficant rainfalf andlar snawrrzelt when the ground is frozen. Far long durafimrr storrns, longer than 24 hours, maintenance includes-inspection of the drainage facilities during the starm event tn identify any develflping problems and carrect ihern befiore they becorne majar prn6lems. 1. Inspect all roadside swaies, pipes and drainage structures to ensure they are clear of debris and atastructions 2. Inspect all pond berms for breaches Immecfiately repair any berm breaches wi1h raative sandy sod, compacted in pface The above nated starrn refated visual inspectians are in addition to the mamterrance schedules nofed below fQr each item. C~CAssociatss Page 2 of 3 14oya1 Vista 0& M Manual STORNiWATER CvNVEYANCE ANQ DRAlNAGE PDNOS DPERATI❑N & !MAINTENANCEMANfJAL 4.10 Drainaae 5tructures and Storm Piaes GatCh basins and pipes shvuld be ins,pected eVery 3 rnvnths, or after every signifcant stnrrn eVent andlQr snowmeit euent, whichever vs more frequent. Visualfy inspec# the pipes, inlsts and outlets, making sure they are clear of debns antf checking that the pipe is in good condiiian, without breaks or cracks If there is any vbstruction present it shoufd be remcsved immediaiely. A flow test in the pipe can be used to readiiy detect major nbsiructinns ar breaks m the pipe. Yhis test requires a water source (hydrant or water tnucfc) and aperson at the downstream end af the pipe obseniing the f#ow exiting out of the pipe sectian. 4.20 arainaae f'onds The dra;rrage swales should tae inspected euery 3 months, or after eVery significant rainfaf6 andlar snowmel# eaent, whichever is mnre frequent. TMe swales consist ofi earthen depre5sions cons#ructed from native soils, enclnsed withsn sail berms Each swale should be 5odded ar hydro- seeded with a dryland grass mixture, at a minimum. Alawrr sad can be used of regular irrigating is implemeroted. Routine maintenance and inspeciians of the swaPes will includs rem4ual of any accumulafed dehris, such as leaves, weeds and trash. Any obstructians that wou9d nnt allow water 1o flaw freefy from the swafss via the autlet structures or overFlaw berms should be removed ❑r repaired. Additionally, the berms should be inspected tn insure that they are in goocf repair and struCtural[y competent and that rrp oufflow has occurred other than through the outfet struc#uce or overFlaw berm. The individual lat owner's shafl be responsible fQr replacernent of aray grass turf and underlying 1- faot depCh of soil in pands r+vhenever the aegetation appears to indir.ate a probfem due ta cantamination The #urf and underlying svif shal1 meet Spokane Caunty requirements for permeabil'sty and cation exchange capacitylorganic cantent in effect at fhe #ime of repfacement. 4 30 Inf+ftration Structures The infiltration structures shauld he inspected every 3 months, or a5ter every significarot rainfall andlar snovvrraelt easnt, whichever is more frequsnt These structures consist af a grated inlet, perfDrated concrete barrel sections, and buried washed drain rock, wrapped in parotus filter fabrie. During rautine inspectian, if standirag water is found 72 hours or rnare after the last signiflcant rainfall eaent, the infiltration strucfure is mvst likeiy clagged due tfl silt and sediment. The structure shafl be vacuurned of standmg water arad sediment. CLC Associates Page 3 af 3 Raya! Vista 0 & M ManuaP STORNfW►qTER CONVEYANCE A'N❑ DRAIN►4GE PONDS OPERATioN 8 MAINTENANCE MANUAL TECHNICAL ~PPENDIx 5rTE MAP PRECAsT DRvwELL DErAiL I ~ [ I C 6 ~ ' I I 20713 I I 1 I ~ { I I I ~ ~ P~ 4 I 2.0706 ~ 2.0705 2.0704 I 20703 T - T A ~ ~ f~~a ~ ~ ~ I~~•~ I 2.0714 N~ I I o M I I i C+(~i~ ~.~e-a-~~- ~ s ~a' . - •q-• 214'1 _ - - - ~ ~y~ 0.i~~ s, , r , ~ 65 ~ r-r-..-•r~. ~ ,03~ ~ ~ , ~ ~ i t~ \ Y r V ~ I I~r I I+ ~ 20707 0 16` LJTiL17.Y :i; TURN ERSEHIEN ,s., AROUN m i 20' i n4p-2n ~f ~ I~ p~'r~ • ~ 0 L7 Z •I' ~ ' , I ~ 1 ~ ~ ± ~ I ~ 1, ` ~E ~ 7 I ~ ~ ~ - ~ I I • .J p I ~ ~ ~ ~ I + I 1 r. .,B-1" ~ 20708 l--k ~ 'I ' . - . ) ' 'e ~ • ;n' dL ~ - -7- 12 ~ P 3W-',,~' Lr~ Uy ' ~ r_~ .J Sx~ ~n r U I 2.9141 ~ 7 ~ 2.1004 ~ ~AU~TI~~~ UMPHOUSE AND " FENCE ARE NdT A PART OF ~ TNIS PLAT. PLEASE U5E CAUTIC]N ~ s i ~ URYWELL BARREL OR ` CAYCH BASIN WALi, GENERAL NOTES N~N s?~o~ PIPE (TYP.} NOTE: 1. CRA'h'EL 9ACk(fILL OUANII`Y Foi GRYWELL9 : GRpUT Tl'RE 'A' - Jfl C11BIC YAR4S MIHIYAl3A~ / 42 TONS. P'VG PIP~ ApAFFERS ANO CASISET AIAY VARY TYPE *9' -4o cuaIC rARfls uirsIuuM / 56 Ttnas. !N ShtAPE AHp 5}2E ~5 ILLIlSTRATEO IN 6R AS S?E~IFIEO DH ROAfJ PLAHS. OETAIL B1' kCGEP7ABlE A~TERN0.iE IN A ACCOR6kHCf fh'1TN A S,T FA -C-420 2 SPECIAL 9AClSFII.L AEAIEAlAL FOR ORYWELLS 5HA6L CC3N575T {7F 1 r WASHEd CRRVEL GRA9ED FRC~VJ 1' TO %!YH A Hk!(ifAUIJ Qr SX CA5KET PA55lNC T11E V.S Ha. 200 SqREEN. A5 i.lEA5VRE0 9Y WEIGHr A6E CRLfSHFA DR FRACIIJREF] RaClt. AS1iE pE6dAINNC 607CICNT~ VC ApAPTER ~tAT PVC AfJAP~EF2 , SFiALI, 9E HATLlRA!„lY OCC1RR{NC UHFRACTIJRED AfkTERIAL, ~SAND ~~LI,AR} 3, FABRfC SHALL BE a~ERATF 54~RHYABIUTY A$ OVTUNED IN 5TANDARp SPEqFICATI(7H5 9-33 4, SEE STANOARD PLA►IS SkEEETS 8-2 RHp B-3 FOR uETAL FRAUE TYPE + RRECAST C~ICRETTe D£TAiLS. ~ GfitiTE R'f'E 4 ~ MORTAR IN PLAGE sAorusruenr etocKs sr+AU. eE cEMeyr cor+cqeaE. p■r uMIrs , AYETAL FR0.A1E - 6 PRECAST R15ER 1AAY BE USO lH COMBINA7ICN & GRAIE ~T vA1'W OR IN t1EU OF A0.lUSTiHC BLOCiSS. 7, 14HEH PVG PIPS IS VSEO A PVC AOFPTER SNALL BE iHSTALLEO. TOi' SQIL 1.'} ~ r.~jj`-MQATAREp ApJIlSiMENT . d.~ ~ t• i R1NC5 8 P l P E S S HA L L B E CR0 U 7 E L 1 lNTO OFtYWELLS. ~ G17AA Tl'PV%TYPE + 1 ipA E LCOBXCKFILL uRLEiELY • ~ ` ~1~~• ~ . ~ AtORiAR IN PLACE o G04EEE~~Eff VATH FABRIC I ,S ~1FlLET vIPE ~ • 'I ~ ~ TW SGIL ~{~TS~~EHT Ri1iC5 E ~ CRAVEL SACkFlLL SEE F7~TE 7 TO 9E COFANkETEI,T 7_~• ~ ~g . r ~o COVEREO +MT1i Ss~~~N ~ FABRIC & cR0.yEL I SEEPACE PpRTS. r' ~INI.ET P~PE BACkftLl. • i SEE [7ETA€L, SHT. 0-2 i 'YI PABR1C LfNER rsiSTFU yas 2 • 1 L7 ~ ~ _ : I ~ ~ l' GR ►.uE L ' 6ACKFILL, 5EE 7 4 SfC AETiU~~S>{EETSB-2.4•~ IABRfC L3NER ~ F- I - . ~ ~•i , •1 J t•l SO~LISTURBEU ~R15Tl1RHE0 DRYWELL TYPE 'A' SWA D YWELL ` TI 1' E ''C]r SYYYILE V,_ SP 5HEL7 OKANE COLiMTY I~PPROVESTANOARO_ DEPART7~fEh~T OF PUB! IC 1NOR1(5 cow K PR~CAST DR'C~LLS PLACED I~ SWALES Soxwe~. ■ti v~sae ~sa-aaaa a+~sA j Submittal Checklist - Submittal #1 for Rvad & Drainage ]Projects in Spokane County - F1atslShort Plats Thrs form needs to be iracduded with each pdan suhmatial to ahe Spokane C'DUnty Errgineer's affice T]ate: 11-20-02 P3'o]ECt NaI17B: RdVSl u15ta RECEIVELJV Spakane +County Prvject No.: PE-19[}5-Ll2 Project Engineer: Todd R. WhiDvle. P.E. 7 2002 Phone: (509) 458-6$40 Project Applicant: Dennis CranQ - L3iamcrnd Rack Cvnstruction SppKANE COllNT'r` ENGiNEER PhQne: (509) 218-$510 A. Prelimynary Fracess Prior to submittal of road and drainage plans, the fallawing eVents are to have already Qccurred: ~ A,n "Ageernent to Pay Fees" has been submitted. ~ At least ane Pre-Design Meeting has been held with CQunty staff at the Engineer's C]~'ifice. B. Raad and Drainage Plan Subruittal The items listed below need to be provided as a minirnum with each rvad and drainage plan submittal. Item DescripNan - NYes Rvad and drainage plans, oree set. MYes Each plan sheet of record xs signed and dated by the Aroject applicant. MYes Drainage repvrt, one copy. MYes The plans, drainage report, basin maps, and a.ny ather calculati4ras are stamped, signed and dated by an engineear licensed in Washington. MYes ❑Prev* ON1A Insnection agreernerat be¢ween the project applicant and its engineer. MYes ❑Prev DN{A Geotechnical repart, one copY {Include a11 sail test pitlbaring logs}. ❑Yes F]Prev MNIA Structural Davernent calculatians, one set. MYes '❑prev []NIA Cross-slrape grade caYculations - for rvad widening projects. MYes 0Preu 'ONIA Fire district approval for private rvads. NYes OPrev L]NIA Lot Plans (req'd for every lot with easements ather than utility ar border). ❑Yes ❑Prea MNfA Arly applicable State and Fedexal permits were obtained (i.e. HPA, JARPA, etc.) and a copy of the condativns is included in the plan submittal. F]Yes EJPreV ZNIA Maintenartce manuai anti sinking fund calculations fvr privately maintained facilities. ❑Yes ❑Prev NNIA A draft capy afthe Hcrrmeawner's Association CC&R's. ❑Yes ❑Prev MNIA Legal description and exhibit far any easeanents (County will prepare). MYes ONIA Ervsivn Cantroi Plan to be included with plan submiffal. ❑Yes ❑Prev IAN1A Sight distance analysis. , *Prev = Freviously accepted by the County Engineer 11J22102 FRI 10: 21 FAY 509 $9'. 25 5P(7KANE VAI~LEY FiFtE DEP'I' Q402 . . SPC?KAIr►1E VALLEY ~IRE DEPARTMEN T IW Spvkcsns Caunty F;re Dtstrlct r 103T4 E+4ST SPRAGUE AVE. • SPpKAlVE. WA 99?08-3676 •(6W)'728-17UQ • FAX (505t) 892-412S Mark iro►+er Chla! RloVeC11bBr 12, 2002 ~~~~IVEd ~ ~ V 2 f{ 2002 SPQYME C{}UNTY ENGffdEfiR R4beCt GrGmb7c'1 De,partment af 13uilding & Planning 1026 W. Brvadway Spakane, WA 99260 RE: Finaf Plat . RDyal Vista PE-1 9Q5-42 Dear Mr. GrurrabaeYt: The SAakane Valley Fire [3epa+'tment has no requrrements vf this plat. Existing fre hydrarlts and access as drawn are adequate_ !t is aK tv release the plat. Siracerely, OFF1ClAL PilBUC DQC(lMENf SPOKANE C{lUNffY ENGINEER'S UFFI~~ 4~~4 RjGINl~l... - - Kevin ~Vlifler ~ PR{1JECT # P-rw . Deputy Fire Nlarshaf &UBMF9TRL # i RETI.dRN TO GOIJNiY ENGlNEER ' . KMlsz . rl/za/az FRI 10:17 dTXfRX NO 85691 ROADWAY VIIIOENING SPREADSF{EET dnstructians . A 5haded CeEIs are r,alculated automatisalty Project Nartre: ROYAL VISTA B Copy 1he example hnes as many tirrses as necessary frows 13,14 and 15) G Inpu4 the nvn-shaded dafa Date: MDV.19,2002 0 Check curb sEope betvreen sta., slopa shoufd be > Ihan 0 5%, see engr IF tess E Remember to force Ipwpomts rvhen strast is extremely flat F Far Statlan type in the raw numher fe 1000 for 10*00 do not lypa the 5tation ElevaYioro Distance ta Elevativn Kiope CL DisE From 5aweut C•a9c-Tilate L~-leu C'alcul9MMEle Selected SMMt°tci Slope rat Cur6 7op of 57r,15 at CL Sawcut at 5awcut fn Sawcut ffl EOP at -OP 2 o a8 .5° om EOP MERLIUM 6etween Elev {ft] Ift3 f~ti s~cu to EOP saw.cut •=UR Elee. MNIG e 5 tfans ZTqO°!Q ti 981 9l7 91 +00.OtY 1981 80 145 ' 1983 Bp ,1 3$'%❑ y 4 1'9$1.52 '1981.A2 1981.52 -2 ~0° 198 30 - 15+5{~.QO 1981 20 14.5 198100 1.38 0 4 980.9- 980.~2 198092 12+00.00 1980.90 14.5 1980 70 ~ 1 38° 4 8$O.fil 98D 52 1980.62 1981 0. - -0.74 0 9 12+14 21 9980.80 14.5 1980.6[]` 1.380 4 i98Q 52 198(1.4~ 1984.52 - f]0°/~ 1980 0 N 1 D.56° 12+5000 1981.04 14.5 198080 1.1 38°a 4 980 138a fi2 1sso.za -.vo~p 1981 1D a 13+00 00 198114 94.5 198150 1.38°/u 4 19& 4~ 981.32 19$9.~i2 -2 DD~o 198i.80 15 2 az4ro ~ 733 79 ~ ~ ~ ~ I ~ ~ Q ~ ~ ~ ~ j~ ~ ~ Q m m ,F~ ~ rn 5f12UltW2 .liStiOCUmCn15U2D147[MmtMdenLg-tc% 122 Pid IVORTHWEST SOILS, TESTIIVC & INSPECTIOIVr Dctaber 11, 2002 I-- RECEIVED Mr. aenrris Crapa EV0 V 2 7 2002 Diamond Rvck Construction _ 15321 East Missir~n AVenue ~~E~~ c~~+~`~~~G+~~~~ Veradale, WA 99031 ~ Re: C=20=SO1 0444 , PaVement 5ectiDn aesign Prapvsed Royal Vista 5ubdivesivn 5pvkane Gvunty, Washingtnn ❑ear Mr. Ccapo: i We have compPeted the field investigatinn and labaratory testing for the abave- referenced praject. The purpcase of our evaluatian was ta assis# your design cansuitant, CLC Associates an designing pavements Attached are lvgs vf the test pits excavated at - the site and grain size distributian eurves of the labvratory analysis. RESULTS ~ The test pits were excauated at the locativns indicated on the attached sketch and described nn each individual Lag of Test Pit sheet. The samples were obtained by a - representative vf our firrn and are representative of the anticipated subgrade svils. Based ❑n the tes4 results, fhe predominant subgrade soil type classifies as GW-G'M ~ {well graded gravel with silt and sand}- - REMARKS ~ Services per#armed by the geatechnica0 engineers for this projeci Frave beert conducted in a manner consistent with that Ievel af care ardinarily exercised by members of the - profession currently practicing in #his area under similar budget and time restraints. Nv warranty, expressed ar impfied, is made. .r OFFICIAL PUBuc SPQl~ Cm11~T~ ~ ~ _ RI ~a C~ ~~ECT# sUBWTAL # RMRN ro car~wy Emomml - 2214 East Riverside AVenue ■ Spokane, Wa 99202 • Phone (509) 534-371 1 • Fax (509) 534-9755 ~_I A nivwm oc cr.c a~btes tnc. i T ~ GENERAL REMARKS We appreciate the opportunity tv be of service on this project. If you have any _ questians or need additional informatian, please call us at (509) 534-9711 at your convenience. Respectfuily, STI IVarthwest w 0 - Clint 1Nilson, E.I.T. _ Staff Geatec ' a1 Engineer ~ ~ i ~ ~N~I,L.~O ~ pr'3Ul T. NElS❑Cl, P.E. ~ ' AS50GIa$e ~ FXPIRES: ,I I I Attachrnents: Test Pit Location Sketch ,-i Lags vf Test Pits TP-1 through TP-3 I I Grain Size Distribution Curves ~ cc: Todd Whipple CLC 19155C1C1ate5 cawTatnlckb,rldocuments12001~s400-s499Lsfl104441s016444 subarade sod lekter I ~ ~ ' ~ -L ~ I ! v~~ ~ _ ~ 7 3 , , _ Y +1 ~ ~ ; -~t +~i i't* • ~ y 'r r ~ Vy ry yl < ! - f , d 4~- ' .I f -9 ~r- i ~ r S ~ ~ I` I E 'N ~_I_!~ - - . N -----I I i I~ ~ , ~ ' n n ~ V 1 2 ° 1 . 3 ~ ' 4~Tp-x TE5T'PIT LOCATION TEST I'IT LOCATION SKETCH C-20-SO 10444 RQYAL VISTA aCTOBER, 2002 - !7o SCCYle DESiGra: PTN Xyri, ~ REVrEwEn sY CAW 5POKANE CC}UNTY WASHi1V~'rTON a.~~rif Nt~RTHWEST I ~ i LC3G OF TEsT PrT' - - i ,,W NoRrkwF-sr , PRO.rECT c-20-~10444 MT PrT- TP-1 Par+ement ~ign LOCATION: ~ Rqyal Wista See A Ltached Sketch Vista Road between Catalda artd &one - ~ 5pokane Countp,'Washington _ I3ATE. 9l26l02 ISCALE 1" =4' A5T'M Ekev. Depth D2487 T7escription of Matsnatls WL Tests or Nates 0.0 Symbol 101 Gm SILTY GFtAV'EL, fine ca madium gralned, with ~ rc~ trace nf Sarad, darl~ brawn t~a blacl, me~ist. F CW . ~ (Totisail) I I_ A GM ~i WEZ,L GRADED GRAVGL with SIL'T and SA11i1],. coarse grained, w'►th fine rcots, with cobbles, light ~ GW brown and ,-peckled, moLsL - - e,M ~ (A.lluviun) - ° 5.0 WELG G~tA~]ED G~1YEG with STLT and 5AND, i ~ ~ ~oarse grained, light t~rown and s~ekl~ ixzaist i x - - ~ (AlluviUrn) a~ - ; ENl7 (]F TEST FTT VVater not pbserve:d to battom of test pit ~ CA Test pit uamediately bacldillocri. ~ ~ 0 a ~ ~ L ~ ~ z~ I cn ~ ~ v ~ - ~ a~ i v I I - ~ I ~ ~ ca ~ e g ~ I 'a - ~ ~ - ~ i • L[]G UF TEST PIT, ,6'l'I ~ORrMVEsT ~ROaECr: C-20-SO10444 TEsT PIT: TP-2 - Pavernent Design LqCATTC]N: Royal Vista See Attached S'ketch ~ Vista Rasd beiween Cataldo and Booue - Spokane Countyy,'Washington dq~~ (~[~kpr * 1~7~+.G. ~I L~177~ ~ +7L+t~-rr+. ,l 1} _ 4T ~ ASTIN Elev. Depth U24$7 Descriptiom of Matenais VVVLL Tests or Notes a [1 SYm1o1 ' I 1.0 GM ' J SFLTY G1tAVEL, fine te mwdiwn grained, with some f ne roois, trace of Sand, dark brown to black, . ' maist. - GVG' i CTovsaill ' 30 ~ WELL GRADED GRAVEL with SiLT and SAN1), ' fim to mwAum gmimd, with fine roots, with cobb1es, - GW lighi brown with cpockles, maist a 5 0 GM (Alluvium) 0 ~ VIELL GRADED GRAVEL with SILT and SAl1iD, coarse grainEd, with cabbles, iight brovvn and ~ spwklad, moiSL. ~ (Aliuviuin) ~ . ~ ENT) {}F TEST PIT ~ ~ i ~ Water not Qbser'vei #o bCrttntn of iest ptL ~ T'est pit immcdialely backfilled_ ~ 0 ar ~ - ~ ~ c° a~ ~ ~ - ~ ~n , --I -~s ~ 0 0 0 ~ nn~ cn ~ i I~ ~ A - ~ y Q I ~ ~ ~ R C? .a ~ a ~ ~ LOG OF TEST PTT " jb'rl NoRrMwEsT PRO.rEcT: C-20Sn10444 'I`E.fiT PTT: TP-3 - Pa►ement LOCAT[oN: Royal Vista See Atrached Sketch I Ysta Hoad betwem Gataldo and Boone Spokane Cuunty, Washington ryA ~Lf AT q ~kJt11!'r. ~~Ll)7~ ~ .]~tt1r~. 7." ° 4j ' - ASTM - Etev. Depth I32487 Descripiicm af Materials WL Tessts ar Notes oa S]mbo1 - ' 5ILTY GRAVEL with SAND, fme to medium ; GM ~ sgrainA wrth fim rcots, trar.e of cab5les, dark brown 2.0 , to black, moisl- * 7.4°IQ passing 2{} sieve. ~WELL ~~ADED GRA►VE~L (ToDsoil) with SIL'' ~nd S~NU, GW r ruoditmi ta coarse graitwd, with fine and Iarge roots ta ~ CiM i W3.5', Vfiltll C(3bbLC5, 11& b[[]W[1 and SpeCklPd, II1oisL~ p 5.0 ~ (AlluV1L~I31) - ~ END C3F T'F-ST PIT ~ ~ - I ~ Water nat ohserved to bottom of test pit Test pit irrunediately backfilled. ~ ~ ~ ~ ~ ~ v - I ~ ~ a~ I ~ ~ ~ -d i ~ ~ ~ t: a ❑ ~ ~ a~ aa _ cI7 ~ ~ ~ i ~ F ~ ~ F ~ I ~ a - ~ ~ Q ..3 a ~ w , ~ ~ i V.J. ~ OpENif1V' IR' IftM 1 V.J. SIEVE SiUTM13CR] HYDROMETER , _ B 4 2 1.5 1 314 `"_ils 34 B $70 1476 2D 3D 40 SQ SD 100 M~..~ , :E1 i ,96 • - __~-_..~I I- 90 • ~ I ~ I~-------I ~ ~ - ~---I . I . ~ - ~ ' ~ 75 I ~ __z ~ ~ ------I ~ ~ 1 ~ ~ ~ -----r- - ~ - ~ ~ : ~ ~ ' m ~ ~ - - - - - - . ~ rl ~..___--~I ui 50--- ~ . ~ . - - ~ 45 ui av--- - - 35--- - - - - 25-- 20--_ ~5----- ~ - ~--------~~'-3 I_~___~R_I I_..-----~_ ~ ~ ~ ~ ~ ,o 5--- I -s~._~ ~ I - ~ Q~~ - 100 10 i nA 001 0_01 GftAfTV SI2E IN M1LLiMETERS ~ COBBLES RAVEL ~ ~ I ~ ~d i SlLT OR CIAY , 5pecimsn Identifia:ation Descxiptian a€ Material !1 ~ PL ~ Pi ~ CE ~Cu ■ I Tp-i o.s 1 Sirty GraVes (cM) I I 1 I , mI TP-a 2.5 1 weil Gr~~~~ Gfavel with sift ana Sana (Gw-cM' I i I I6.30 141.13 ~ I I I I I f I I I k I I I I ; 5pecirsen IdeniifscatiQn D100 ~ D60 ~ D30 ~ D1 D ~%Gravel %Sand ~%Silt~ Ctay TP-1 0.5 19.1 I 6.749 ~ 1.6a2 I ~ 43.8 35.2 ~ 14.1 mI TP-2 2.5 1 75 ~ 13.rn 1 5.392 S a.~~ 1 -13.6 1 119.5 1 7.0 , ~ 1 1 I S I I I q I I I I I I ~ ~ ~ I I I 4 I ~ ~ GFiAiAI SIZE 131STRIBUTiON ~ Project: Rayal Vista ~ Locatian: Vista Raad be1ween Gatalda and Boone ~ JWTff MI]RTHWEST Number: c-2"010444 , - Alork . ■I ~ ~~RT~ EASU' ~1~~~ . ~1~t~.~3r. ~z~.~.~on , REGENE: 2214 F-151R,VetSide Spskane, VVashington 49202 (509) 534-9711 ' Guo 1,NEE Please review this inf~srmation carEfufly ta ven~r lhe mu1ua9 r~nderstanding and termV"iSporkEP'~fu~!tt~oRrizatian A,tfachments applicab9e to this Work Authorization are checked. F'rauassons afi appeicable attachments are hereby made a park of this Wark ArathQrizatron, P1ease return a signed onginal Work Authorization to STI Northwest to authorize the work tv begin 1. PROJEC7INFC?RMA7ION Glient Narne- _ Diamonc4 Bock Consiructnn f'hvne (509) 924-8964 BiEling Address 'i 5321East Missian Avenue: Svokane. Washsnaton 99037 Client's RepresentaCirre- f3ennis Craoo Phone f5[391 924-8964 Representa#ive's Address Same as above Wark ❑escription: Canstruction insaection and materia1s testino PM .lDSt" , zD 1(] 4 44 - - Location of Wark Roval Vista: Saokane Cmuntv. Washsrtatan ~ CC: Ltss fnitlal Client Wiil Provide: AQOroued rslans. oermits. and orocesssna fees ~ ~ 2 APRLiCA6LE ATTACHME{1ET ' Attachments which apply ta this Wvrk Authorizaifan, must be checked DETAILEa DESGRIPTION OF WOFtK 5EE ATTACHMEN7 "A" a 5ee proposal Ietfer da#ed 9119102 NC37lCE TO aWNER SEE RTTAGHMEiVT"B" n 3 PROP❑SED FEE BASkG SERVICES FEE $5250.00 4. ExECUTION OF WC}RI{.Al1TWaRIZATIOid The CLIENT confiEms that he has received capies af a[1 appficable attachments as indir,ated above and an rve pages vf this Work Authorization form and that all infiorma#io ud in the ►JI! tharization is true and correct f} CLIENT L~iamond Rock Cons ucti n ' ~ A~) ' By ❑ate- . . . EidGIIVE5T HWEST Title: Associate Date- By. - - Date W A Receive~ from CLIENT aate W A Proposed: 5eot 13. 2002 Job Name Roval Vfsta " Job ~o offiCU4L pLJBLlC DOCt1MENT gpDltANE COLiNTY E3VGINEER'S OFRCE - ~RQ1NAL PRO.lEC7 # 05y . 5TI WDRK AllTFIOR[LAT[ON SLI$MiTTAL # 1 PAGL-". I C7F 5 A~eG _ I~~U~IN Ta CoU~ EA~ 1'~{1IkvER REV 49141 9, MpNYFiLY gELLkNG f'FtC3CEDURlm FORIVfAT The ENG1NEER vvill present the CLIENT wifh an invflrce each m+onth with BF151C FEES itemized separately fram SPEG9AL SERIJICES FEES and EXPENSES Charges wil1 be itemized by categary of work perfarmed by aIV employees coIfectiveCy, but will NOT be itemized shawing each employee's bdiing rate and number,af hours uvorked an #he projecL [nforrriation dekailing emplayee bilhag rates and ihe exact number of hours w+orked an ihe GL1ENT'S project will be made available to the CLIENT if cequesied. Charges fDr EXPENSES wi11 be itemized rrEOrrthly vn each invosce Monthly trmvoices are due and payahle vpan presentatian and are past due 30 ciays followmg the invoice date Interest at the rate crf 1'l4°lo per month will be charged on all past due accounfs e+uith m#erest being calcufated from the invc+ice da#e. interest vail4 be compounded monthly The CLIEhIT agrees ta pay a!I reasonable attQrney's fees andJor co!lection costs incurred to collect past due arnounfs. WflRIC IVIAY BE SLlSPENDED ON ANY PRCIJECT TFipT 6ECOMES 60 CYAYS FAST [3lJE WORK 1IV1LL NOT RESUME lJNTIL THE AGGOIlNT YS PAID TQ A ClJRRENT SrATvs Within 3[} days after the inUOice date of any invvice sent by the ENGINEER to fhe GLfENT pursuant to this project, [he CL9ENT shal[ give written raotice for any+ clairned deficiencies, defects, Qr Eack af pertormarsce wrth respect ta services covered by said invoice, otherwise, said services shall be due according to its terEns as an accqunt statsd The purpose of this provision is trs pravide a means of prrsmgt notice so that thQ ENG1EVEER wifl not be preJudiced and carr ack expedstiously to resolVe any claimed defects, deficiencies, ar lack of perfortinance 1(]. AUTHDRITY 1n the case of confl~cts between the WORK AUTHORIZATION form and its ATfACHME6VTS or AMEhlDMENTS, the follawing order shaN preaail uuith the hpgher docurrient taking precedence over a document Irsted underneath. f# ANiENDMENT to the'V"VORK RUTFiC3R1ZATE[3N B SPECIAL PROV651ON5 to the WC7RK AUTHORIZATION {Attachment "B"} G [7ETRILED DESCRIP7IQN C}F WORK (Atiachment "A°) Q. Executed WORFC AUTHORIZATION form GENERAL PERF❑R9V6ANCE PROVI51OhIS A 5T1 NORTHWEST, herem referred to as ENGINEER, agrees to perfnrm prafessional services as descrihed in this WL]RK AUTHORIZATION inc[uding appficab9e attachmenis fnr the CLIENT, and the GLIEN7 agrees to emplvy and compensate the ENGINEEFd in accardance with the terms of the WORK AUTHORIZATION B puring the performance of senrices coaered by fhis WORK AUTHC]RIZATION, the scope of lhe ENGfNEER'S services and compensation thereon may be adfusted by mutualEy agreed upan amendments C This WqF2K AUTHORIZATION shrall be gavesned by khe laws af the jurisciiction of the projec# for which ths waric is betng performed or when there is no praject site, then the jur9sdiction where the work is performed D. If, thrqugh na faulf 4f the ENGINEER, wark contemplated under fhe WURK AUTHORIZATION eutends fonger than twelae months from the datE af execution of said WC]RIC ACITMORIZR1"f❑N, the Gn-billed BA51C FEE (df applicable), SPECipL SERVICES bifling rates, andlor expense items may be increased as rnutua[ly agreed fae each year the WORK AUTHORIZATION remains in effecf past khe firsfi year, to reflect the increased casi oF doing business andlor changed r.onditians. E. This W(]RK AUTHORIZATION rnay be lermmated by the GLIENT rar lhe ENGIhiEER by giving written not+ce seven days in advance of the terminatiarr date; !ay mutual agreement; or as a result vf substantiai faUure ta perForm in acccardance with the terms Qf the WCJRK AUTHORIZATION by the v#iter party through no fault 4f the terminadirsg party If, for any reason this WORK AUTHORIZATION is termirsated, the ETVCIh1EER shall be paid fcrr fhe extent of servtces perforrned by him to the terrninatson date includsng reimbursahle expenses then due F The drawing origmals, efectson,c files, specifications, reports, and general project f[es produced irr pursu€t flf the work con#emplated under this WORK AUTHORIZATION shall rernaEn in the property vf the ENG1NEER. The GLIENT shall be entrtled to one set of approved bluelme prints, speci€icat4Qns, reports, etc., apphcable ta his parficular WORK AUTHORIZATlC3N, as parl vf the SASIC FEE 7he CLbEfVT shail be errfitled ta addit"svna1 copies . andlor secarrd ariginaks of drawings, specifications, reparts and project files far the cost of handiing and 5T3 WCtRK AUTHORIZATION PnaL 3 oF s REv a9/oi ❑The CLIEiVT vvill be responsib'_ make provisions for the ENGlNEER'S 14 access to private lands as may be required to perfarrn required s~- -es under this ►N{7F2K AUTHORIZATaf]N - E The GLfENT will be responsible fQr the preparation andlnr Segal review of any contracts Qr other legal documents whlch may be required in pursuit of work conternplated by this WOFCK ALlTHnR1ZA71(]N F 7he CLIENT will advise his cantractor of the contractor's respvnsibility to protee# a[I survey stakes, manuments, markers, and reference points The GLIENT or his contractor shail be responsibfe fa nottify the ENGINEER three working days fn aduance oi the requErement #or the placement crf Construc#ion sta3ces, as-built surveys andlar inspectians While it is understoQd by the ENGINEER and the CLiENT fhat situations rrtay adse where 1hree workEng days advance notsce may nat be practscas, the notice pravision is establssherf ta aid in the detenmmation of whether overtime charges are justifed by the ENG9NEER It is furkher understood that in the cases where praper notice as not practical, the ENGINEER will make every reasonable effort, including aver-time haurs, ta accvmmodate the GL1ENT'S schedufe G The CLlEIdT wi11 execute on a timely basis all appropnate documents requirecf pursuant ta the fulf~llment of the ENG4NEER'S and CLIENT'S respansibilities under this WORK AUTHORIZAT1ON. ' HThe {CL6ENT wilf proVide iurlher information 4r fees vn a timeiy basis, as required This m[armatinn andlar fee may include, but is not hmited to, the fcslCowing- 1. Sewer T V. fees 2. Application and processing fees 3 Agency design review fees 4 Gost of printing and mailing dacuments and reports 6 Other fees rsvt specifica4ly discussed elsewhere in this WORK AUTHi]RIZATlON I It shall be the CLIENT'S responsibility to ma'ke arrangernerrt with approprsate utility companies for the desigrr and mstallation of utilities which may be requEred to 5e insfalKsd concurreraf with street, storm drainage, sewer, water or other facili[y heing designed andlor inspected by the ENGINEER SaEd utilitiss rrnay mclude, but are not limited to, electrical power service, telephone serusce, cable TV service, ar street hghting J ft is specificalty understood that the CLIENT has not retasned the ENG1lVEER as a construction managec responsEble foc directing the CLlENT'S contractor andlor sctreduling construction activities The CLIENT shalf be respon5ible #a pravide his contractors with current appraved plans and speGifications. 13 WaR}CING HOl1RS RIV❑ OVEfiTIME It is understood that the ENGINEER'S regular worksng haurs for all of his empioyees is eight hours per day and forty hours per week, Iess paid holiday hours which a-nay occur in a particular week Regular uvork days are Monday through Friday The ENGINEER'S established paid hofidays are as fallows New Year"s Qay, Memarial Day, the Fourfh af July, Labar ❑ay, Thanksgiving, and Christmas When, at the discretion of the ENGIIVEER, the ENGINEEa'S office-wide w❑r1c load reaches a fevel wnere rraore than regulae work':ng haurs are required ta accomplish the work an a timely basis, and when the CLBENT has given proper notice of w❑rk to be perfvrmed, the ENGINEER may e1ect to require his empfoyees to wvrk sn excess af the regufar work9ng hours and charge #ar ail work at the regular warking hour biIfsng rate If, however, the CLIEPVT fails ta give proper notice af work ko be performed ar the valume o€ work to be perFormed is QbviowsEy In e?fCE55 Of WhBt Gan be perfflrmed durEng the regular warking hflurs available given the ENG9NEER'S nvronal manpower leveG, then the ENGINEER may require his employees to wark in excess of the regular warking hours and chargs the CLf ENT for the exeess haurs at an avertime rate af 1 5 ttmes the regular billing rate It is urrderstvcad that the EiVG11VEfR'S FEE for BAaIC SERVECES and the hourly rates fot SPECdAL SERVICES as based on Geing able ta perform rrearly all work proposed in futl shifts ❑f eight hours or mare If for reasons beyond the cQntral af the ENGINEER, his emplayees canrsflt perfarm the proposed wQrk substankially in eight haur shifts then the ENG fN E ER'S FE E rnay be renegaiia#ed to allow for overtime pay rates sTi wnRxAu'rfiaRiZATfrN PnGf? 5 Of 5 REV 09I01 WwrINORTHWEST saILs, rESrIrvG & rNSPECrIOnr 5epternber 19, 2002 Prvposal Na.: P-020$1 Nlr. ❑ennrs Crapn Diamand Rock Constructian 15321 East Mission Avenue Spakane, WA 99037 Re: Proposal fvr Construcx3an 'Inspectvon Rvyal Vista Spvkane Gounty, Washingtan Dear Mr. Crapa As requested, we have prepared this prapasal to prowide cQnstructivn +nspectivn services toE the praposed Royal Vista suYadivision lacated in Section 1$, T_ 25 N., R 44 E., W.M., Spokane Coun#y, Washington. This proposal summarizes aur estimated scope of work and assQCiated casts 1. SCDPE OF SERVICES Our propvsed scope of work was developed based an review of pAans prepared by GLC Rssociates, dated Sep#ember :3, 2002- These plans show the prvject to cantain five iots with approxirnateky 265 feet of sanitary sewer and twn manholes; apprvximately 250 feet of widening along Vista Road inciuding curb, gufter and sidewalk; one drainage swale with a dryvvell. Nv inspection services vther than sanitary sewer are included far the prevate driveway This cast estimate is based an pref iminary plans. Any wvrk requEred by changes to the plans after the September 3 date will he bifled as a Special Service. We wi11 provide cQnstructian observation and materia6 testing services as outlined belouv. A. Constructinn Obsenration Services: 1. Sanrtary sewer installation. 2. Earthwork and subgrade preparatian alQCrg Vis#a Rvad. 3. Placement and compactian of all base material and pavement vn Vdsta Raad. 4. Placement and compaction of sewer and water hackfilf. 5. Verification of side s+ervices and marker pvsts. 6. Curb and siderrvalk instalfation Qn Vista Road. 7. Starm drainage facikities. Temparary drainage facifities. 9. Erosion controf. 10. Coordinativn with 5pvkane County. 2214 East Riverside Adenue • Spokane, WA 99202 • Phvne (509) 534-971 i• Fax (509) 534-3755 A Uitisma of CLC Assoc3utes Iot. - i peiini~ Crapp - ' 3eptemhcr 13, 2402 Rcryal Vssta Cpnstructsvn ]nspeetian P-02081 5TI PPorthwest Page Z 11.Preparation and submittaE of street and drainage record drawings for the Vista Road work, preparatian and submittal af sewer record drawings incEudirag Caunty mandated ll-1 6 forms. 12. Soil and mateeiai testing for campactian and bac'kfill far items ane through seven. B. Direct Expense PVlileage will be hilled at the esta'h1ished rate at time of bi1ling (currently $0.40 per mile)- Actual reproducttan costs with a 15 percent markup. 2. pESCRfPT1[]N C]F WORF( Canslructian vbservation by STI Northvuest persvnnel or other agency persvnne1 sha11 not relieve the contractor vf his responsibility to canstruct #Fre facilities cvvered by this agreement ta the line and grade shown vn the approved plans or as stakeci by the engineer. This cantract agreement daes not include canstructinn management, schedu[ing activities, preparativn of errigation Recard ❑rawings, drywell instaHatian and testing ar bvnd reduction requests. 1. fihe scope Qf these cvnstruc#ion engineering services inc1udes: a} Periodrc observatFan and reparting af specific constructivn acfivities on this Project which include sanitary sewer insta6lation, subgeade, bases, pavement, concrete curb and gutfer, sidewaEks, staEm drainage, and material testing; B} Maintenance ofi all Ganstruction recvrds relateci ta cnrrstructian activities autlined in paragraph °A„ akrvve, which may include daily inspection reporfs, manufacturers' cerfificatians, material test reparts, and correspondence; C} Assurance that the canstruction ❑f the Vista Road work is accarding tv the approved pfans accepted hy the Spolcane Gounty Engineers, 5pokane County Genera6 Provisions, the Standard Specifications, and appllcable portiQns ofi the VIISDOT Canstructiorr Manua1; D) ❑euelapment vf past constructian recvrd drawings far sewer, water, street and storm drainage facilifies; dt is understood the facilities inspected by firms ather than STI Northwest will be certifaed by those firms in afarm acceptahle to Spakane Caunfy; ~ Dennis Crapo ~ September 19, 2002 Royal Vista Construcuon lnspection P-02081 STI Northwest Page 3 E) Coordination of the testing of construction materials for compliance to the plans accepted by the Spokane County Engineer, Spokane County General Provisions, Standard Specifications, and applicable portions of the WSDOT Construction Manual Prior to acceptance of the road and drainage facilities by Spokane County, we will submit all construction records and the record drawings to the Spokane County Engineer. Any re-testing required by inadequate work, requests for inspection when the contractor is not ready or requests for services not specifically stated in this document will be billed separately as a speciat service. It is your responsibility to arrange for any back-billing to the contractor or material supplier. We will coordinate our inspections through you or your general contractor. Any requests for inspection on work performed by sub-contractors must be forwarded through you or your general contractor. Unless we are notified otherwise, we will assume that your general contractor has been given authority to act as the owners' representative and all field or general communications concerning the construction activities will be directed through him. The construction observation and material testing services are billed on a time and expense basis. A monthly invoice will be prepared and sent to you for these services. The invoice is due within 30 days of the invoice date. We require a 24-hour notice for scheduling construction observation services. The services described herein will be performed as needed and billed on the basis of time and expense. Labor and lab testing services will be billed at the established rate at time of billing (currently $45.00 per hour for an engineering technician, $65.00 per hour for the Project Manager and $110.00 per hour for a geotechnical engineer). We estimate the cost of Basic Services as outlined above to be approximately $5,250.00. The actual cost may be lower than this value, but we will not exceed it without your authorization. This estimate is based on: Sanitary sewer inspection $1,050.00 Subgrade preparation, paving and storm drainage $1,500.00 Curbs, gutters and sidewalks $800.00 Sewer as-builts, sewer U-16 forms and project certification............ $1,450.00 Project closeout $450.00 i i . ° l3ennis Crapo - - Septesnber 19. 2002 dtoyal Vista Cnnsvuction inspection P-020$1 5T1 Nonhwest E'age 4 It is understood that any project facilities constructed without adequate canstruction observatian and dvcumentation by STf Narthwest vvilf be remv►red and reconstructed in accardance with approued prvject plans and Spvkane Coun#y Specifications, vr 5T1 wili not be respansib9e far project certi#ication ar submissiQn of record drawings to the Cvunfy Engineer. REMARKS V11e appreciate the vpportunity tv submit this proposal, and we loak forward to seniing yQUr inspectian needs. Far yvur canvenience, we have submitted twa copies af this proposal letter. Our senrices can be authvrized try having an appropriate representative sign and return vne copy tv us. Paease understand that the authorizing flrganization assumes ultimate responsibility for payment af our services. if yvu have any questions or need additivnal information, please da nat hesitate ta call. Sincere1y, Accepted by, 5TI Nvrthwest 8ab Graham /f ~ (Signature and Date) Civil Projec#s Maraager Paul T. IVelson, P.E. {Name and Title} Associate . . • 1NC)RK AUTHC]RIZATlQN ATTACHMENT „R" NQTICE TtJ OWNER OF RIGHT TO CLAINf A LIEN IiViPDR`fANT: REAC3BOTH PAGES OF THVS NOTICE CAREFULLY TC]: Diamand Rock Canstruction TQ: Dennis Crano Owner AgentlContractor FRvM: ST'I NORTFiWE57 C]ATE: SeDt. 1 9. 2002 PRQJECT: RQyal Vista PRC3JECT THlS IS N'QT A LIEN; This natice is sent to you to teil you who is providing professional services, materials, or equiprrient for the imprQUement of yaur property and ta advise you of the rights of these persons and yaur responsibilities. Also #alce nvte thaf iaborers ❑n yaur project may claim a lien without sending you a notice. OWNEFtIOCCl1PIER vF Ex15TING RESI❑ENTI►4L PRDPERTIf: Under Washington 1aw, those whv furnish labpr, professivnal services, materials Qr equiprnent for the repair, remvdel, or alferation of your vwner-vccupied prancipa6 residence and v+iha are not paid, have a right ta enforce their caaim for paymen# against your property. This claim is known as a construc#ivn lien The Aaw limits the amflunt that a fien claimant can claim against your property. Claims may only be made against thaf portion of the contrac# pr9ce you haue nflt yet paid to your prime cQntracfar as of the time this natice was given tv you vr three days after this notice was mailed to you. Review the secand page flf this nvtice for mare informa#ian and ways ta avoid lien claims. COMMERCIAL ANDlOR NEW RE5IDEWT'IAL PROPE'RTY: We have or will be providing prafessianal services, materials, or equiprraent for the imprvvement of your Gommercial ar new residential prvject. In the event you or your evntractvr fail ta pay us, we may file a lien against yvur properky. A lien may be claimed for all professional services, materials or equipment furnished after a date that is sixty days befQre this nvtice was given ta you ar mailed to you, unfess the imprauement tcr yvur praperty is the construction of a new single-famiEy residence, then ten days before this nQ#ice was given to you or maifed #a ynu. IMPf]RTANT INF4'RMATEON ON NEXT PAGE STP ATTACHMENT B PAGE 1 OF 2 SENDER: ST6 NDRTHWEST ADQRESS 2214 East Riverside SPnKANE, WA 99202 TELEPHONE• (509) 534-971 1 Brief description o# professional senric,es, materials, ❑r equipment pravided or to be prvvided- Professivnal engineering and related serviGes. IMPOFtTANT 4NFORNFAL'TION FOR YD'UR PRC3TEGT[DN: This natice is sent to inform you that we have vr wili provide prafessional senrices, materials or equipment for the impravement of your property We expect ta be paid by #he person who ordered our services, but if we are not paid, we haVe the right ta enforce vur claim by filing a cortstrucfion lien againsf ymur prvperty. LEARPi mvre abvut the fien Iaws and the meaning af this natice by discussing them with yvur ~ontractor, supp[iers, Depar#ment vf Labor and Industries, the firrn sending you this notice, your lender, ❑r yrrur attorney, COMNiON METHC3D5 TO AVaIQ CON5TFtUCT19N LIENS: There are several methvds a,va'srable tv protect yaur property fram constructian liens. The fa[louving ars twv of the tnare cflmmanfy used methnds. DlJAL PAYCHECK (Jvint Checks): When paying yaur cantractor far services or materials, you may make checks payable to the corrtractor and the firms fumEShing you this notice. L1EIV RELEASES: You may require your contractvr to prvvide Iien refeases signed by all the suppliers and subcDntractars fram whom you have received this notice. If they cannat abtain lien releases hecause you have not paid them, you may use the dual payee check methvd to pratec# yourseif YOU SHC]ULD TAKE APPROPRIATE STEPS T(3 PROTECT l~OUR F'ROPERTY FF~OM LCENS. YC)UR PRIME CONTEtACTOR AN❑ YOdJR CONSTRU+CTIOh! LENC3ER ARE REQEJIRE❑ BY LAW TO CIVE YC]L8 WRITTEN INFQRMATIaN ABC3u7' LIEN CLAINIS. IF YOU HAVE NQT RECEIVED IT, A5K TFiENC F(3R IT. STI A`iTACHMENT B PAGE 2 OF 2 . , - S~~~ ,;oOValley 71707 E 5prague Ave 5uite 106 4 5pokane'Valley WA 99205 509.92 1.1QQfl • Fax: 509.927.10D8 • cityhail@spvkanevalley.org ~rrrr ■ rr r~rr ~ , ~ November 25, 2003 Nationwide Mutual Insurance Gompany 6vnd Department 701 5}h Ave. Des Moines, lowa 50391-2006 P-1905 Royal Vista Release of Roadway Improaement Bond No. Bd 193516 - Dennis 8 Melissa Crapo C3ear Sir vr Madam: This is tQ notify you thaf Dennis and Melissa Crapv have successfuffy compfeted the raadn+ay cvnstruction and inspectiorr for the Rvyal Vista subdivision The City of Spvkane VaHey, being the legal successor to 5pokane County as of the incorporation date of March 31, 2003, hereby refeases ali Enterest in band Bd 193516 in the amount of $62,700. The requirements of thrs bcand have been satisfied. Please contact me at (509} 688-01 85 if you have any questions regarding this matter. Srncerely, ,lohn V. Fiohman, P.E. 5eniar Development Engineer cc: IMr. Dennis Crapo Files . sPoKanrE GoUNTY ROAI)WAY IMPROVEMENT aiid RGADWAY IM1"R(3VEMENT WSPECTIDN I,34ND Bnnd No. Bd 193516 Spokane GQUnty Engineer File # P I90-5 Royal ViSta KNQW ALL BY THESE PRF-SENTS, that DCNN15 At+~~) NIEL[SSA CRAPO, as "PR1NCI1'AL", atid Nationwicle Mutual Insurance Compatiy> a corparacion orgai7ized and existiiig under the laws of the State nf L3hio, and auCiiorized [o eransact a surety busines:s in the 5tate o# Washington, as °S[7TtETY," are held and firtrily bound unta 5pokane Cour}ty, a political subdivision of the 5tate of 4Vashington, as "Onir_EE," in the petial sum of Sixt► #.wo thOLisancl seven htintlred aiici ciof100 ($52,740.[)0) U5 [fallarS itemized as follaws Raadway Canstruction: Vis'ia Roitd Fifty rive tltou5and Qne hun(ie'ecl itnt1 nof140 ($55,1 00.00) US Dollar5 Itoadway Inspect6on; y- Visia Road Semn thorrsancl siv husic[red and yioi"1410 (97,600.00} US Dallars lawful money oi' the 4Jruted 5tate ot America, f'nr the payittetit oY whien the Pnnc:ipal and Surety hind themSelves, their heirs, executors, admirustratnrs, successQrs and assigtLs, jnintly and seveaally, firmly by these presents. WIIER.EAS, said Principal is the deuelflper af a tract af land in Spokane County known as Royal Vista (Spokane Counfy Prnject No. P 390.9 and being locaced in Sectian l$, Pvwnship 44 North, F~nge 24 E., W.M., in 5pokane Cnunry, Washingtnn, and said Coufity has required t]'►at a hand he furnished in an amount sufticieiit ta pay the con.structiozi cosk 9f installing to tlie dpproved grades, curbs, sidewalks, dramage coiitrol andlor paving of rnadways adjacent tio tiaid developmment, and such n[her work as in incidental and necessary theretn, as well as afl in accardance with the aceepted plaiis on file at the Spokane Couney Engineer's []ffice, aiid Spokane Gounty Road Cre,partment Sgecificatians dated (1anuary 30, 2003), and to the satisfactican of fi]ie Spokane County Exigincer; fiuch inlprnvements to be cnmpleted within t►vo (2) years nr Eess From the date af plan acceptance urfless said Time geriad be exiended at the apTi4n and with the exgresssed writ[en con.5ent of the 5peskane County Engineer, and ThiS Balvp FQR ROnDwAY TMPRDVEMEivT perfQrmanCe pUrpases shall rerr4lin in effect unkil sudi tiiroe as. the Caunry Engineer accepts canstructian ot Che improvements fnr dtis project and the public roads are established hy ResaGubion af the Spakane County Bnazd of County Coarunissioners, llpan ResoluCion ot the Spdkane Couiity Board ❑f County Cortimissiaziers es6:i6lifihing the pub1iG rQads for maintenante by CQUney forces, the Counry , Engineer shatil nntify the 5uRETY that the said BoNn r-Dp, RoADwAY ImPRDwmF.N'r shall be converted ta a BOND FC7R'FtC]AT]Wt#Y IMPRLJLiEMF.NT WARdtf:NTY peifoin]dIICe pulpOSeS Said BoND Fo12 ROADwnY IMPRauEMENIT WARRA1vTY ig made as security for the full aiid faiThful performance by the Develaper of a guarar}tee aga<n,ti[ ail defects in warkm:iiiship and niaterial5 which rnay taecoriae apparent during a periad nf one (1) year after the Caundy's establishmerit ot the impravement as public facilities. Said BOND FaR RoAnwAY iMgrtOVEMENT WARRnNTY Shall automatiCally expire aane (1) year after die Ccauiity's establishitaent of the impravemeiits as public facilities. Tf7e County Eiigineer nnay request payment from tlie SuRETY for the purposes ❑f aemedy af such defects iii niaterials aiid wnrkinawship tYia# rttay becotaie apparent durmg the wrarranry period, hy providmg documenration to the SU1zETY. The Couiity Engineer's dvcutirentatiori sliall iiidicate tiat the work done cajitairas defecLs in niaierials Or wQrkmarship lI1 d1E i:QI15tCUCClUil Of the irtiprovemeuT.4 for the Project and dierefpre the purpnses ot tlae said BaND FOx RoADwAY IMT-'ROVE1viENT WARRAN7"r' hdve nqt beeei fully and faithfully perfornied as required The County Eiigitieer's dacuiTientapon shall also include a stateinent vf the amount of maney thac the County deerns necessary to complete such obligakinn. llpoti the SvRETY'S receipt of such writfi.eii dacumentatian, the L}eveloper herehy authnrszes the SI713F-_TY ta release ta Spokane C4unty chat amnunt of rnoney requesied, up tn fihe maximuni amount of the SONi] rDR ROADwAY IMf'RDVE.MENT WARrtnN'q'Y. The COUnty Engineer Shall provide a c[spy of all suc,h tlocumentation asid cnrrespondeiice with the SURETY to tlie DevePoper ac the address nated he16« WHEREA5, said County has required that a bc7nd be furtaished in an aiiinunt sufficlent to pay the cnst oF construc[ioiti inspecrion and tesdng for roadway and stQrin drainage consmaction of said de►+elopment, and suGh other work as iti inciden¢al and necessaey theretv, all in acGordance wtth the accepted plans on file at the spokane County Engitieer's Gffice, and Spokaiie CouIIty Raad Department Specificatiar}s dated (Januarv 30, 2403, and to the satisfaction Uf the 5pokane Coutsty Erigineer; such seruices to he enmpleted evithin hva (2) years nr less f'rnm the date nf plan acceptance uriless said tiwe pepiad be extended at the option and with the expressed wrikten t;onsent aY die 5pokane Gouniy Eiigineer. 1 ^ w r , THEREFGR.E, upon failure of Principal to cotnply ryith die requirernents stated herein within die tinie authorixed, and upan delivery nf written natice tkaereof by Dbligee to SURETY, the SURETY sliall ma'ke satisi'action co f?bligec to the exteiit nf this Bnnd; aitd. THEREFC?RE, the ohligation of this Bond shall be kept in "l force and effecC until, in the flpituQn ol" the Obligee, the requiremenLq herein stated haue been satisfied, in which event written rekease will be giwen hp the Oblig-ee, the Qbligee having sole right tfl grant such release, 5U1tP-7'Y hereby waiWes all rights ta release from the abligation except as herein stated. SIGNED AND SEALED this 24fh day oF Fe6ruarv , . 2003 B[JIVI}TNG C(3MPANY: Natinnwide Mutual [nsurance Company Address: 701 Sdh Aoe. City, State: Des Maines. Iosva Zip cQde; 50391-2006 Pnane rsis~ ~80-as3r ~ By` T'rtle: ttornev-in-6act PRYIVCIPAL (develvper): Dennis atid M i. ~ , a ~ By: ~ ~ Address: 15321 E Missinn City, State: Veradale. WA Zip Code: 99037 Phone No. : f5091 924-8964 (7°o be notarrzed by PI1INCIPAL(s) ajzcl SURETY - use as appropraare] , (T) For uckizaivledgnze+nt in aii i,ndividua1 capacary L3ennis dnd Melissa Crapn [T~Ped Name] 5taie ❑f Washington ) )ss Counry of Sprkane 3 I certiiy that I k2inw or have sadsfactory ev'rdence that (Ueiitiis and Melissa Crano) are the persons whn ap,peared betore rne, and said persnn acknowledged that (helshe) signe ~'zn~~~ _ and ackno~Wledged it to be (fiislher) free and ~+olunt~~ry act for ihe uses and purpa~ses rnentionedA ~inst--~ia~nC.-,f,^ I7a[ed c~.~, iotar"y Puhlie in and ' ~or Cfie Sta~o 9 f VAtsl~iagfnn. 11~y p aintrrft ~a~ ~xpires tiC (2) For arz acknowledgment ija a representcatcue capacrry: . 157373 PDw@P of AttQf`17e]I I{iVOW ALI_ MEN BY THESE PRESFNTS THA'-E" Nationwide Niutuaf Insurance Company, a corporataon organized under the laws of the State of C}hin, wiCh ics principal office in the Lsty of Columbus. Ohiv, hereinaftcr called 'Campany°, dves Yseretay make, ccsnstitute and appvint JAMES EvANS L71CKP1VSQN ANGELA IVIAHCE I7EMiVI1G Pm3T PALL+ IIl each in their individual capaciry, its true and Eauful At[orney-In-Fact with full pvwer and authority tra sign, seal, and execuCe in its bek`ialf any and all brands and undertakinps and sather obligacary instruments of similar nature in pcnalues nvt exceeding fi.he sum of C)NE HLINpREU "l'HOUSAtytTl AiVT] 1YQ1Q44 1)OLLARS T+ 164:040.40 and to bind ihe Company Lhereby, as fulfy and tQ the same ex€ent as if such instruments were signcd by the duVy auikrorized ❑fTicers of the Carnpany; and all acts of said At,torney pursuanc ta the authvrity hereby giuen are herehy ravied and confirmed This Pvwcr oF Atlorney is made and executed pursuant to and by autharity o£ the fallorving resvlvtaon duly adapted by ihe Soard of T7irecivrs of thc Company. "RESOL`b'EL), Lhat the Yresidsnt, or any Seniar Vace President, ReSident Vice President vr Second Vice Fresident hy, and the same hereby is, authorixed and empowered tv appuinc Attomeys-In-Fact of tlxe Company and to aulhori2ed them tv execute any anri all bands, undertakmgs, rcccsgnxzances, cantracts of indemnity, poiictes, contracts guaranteeing the fidebty of persons hvlding pvsitions of public nr private trust, and other writings nhiEgatory in naYure whlch Clae husiness of the Company may require; and td mvdify vr reuvke, wiLh or wethaut cause. any such appointment or aull5ority The auxthority grante[1 hereby shall in no way Iim:t the autharity of crther duly authorized agent5 !o sign and cvuntersign any of said dacumenLS on behalf of the Cvmpany.` `RESOLVED FCJCtTHER, thal such AttQrneys-Sn-Fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company, subaect to the terrns and limitations of Ebe pawer of aEtorney issued to thern, and to afTLac t.he sea9 of che Company thereta, provsded, hvwsver, that said seaC shaf6 not he necessary for the vahdity of any such documenls " This Pawer of AtQacney is signed and sealed by facsimyle under and by the fnllowing By-Laws dul}F adoptcd by the Baard ❑f Directars of the Camgany. ARTICLE VIl1 "Seclion 10. Execuzion of instruments . Any Vice Presedent and any Assistant Secretary or Assistant Treasurer shall haVe ttie power and authvrity tv sigrt or ateest all appevved dvcurnenLs, instruments, cpntra[:ts or other papers in canneciinn with the operatxon of the husiness of the cvmpany in additivn to the Chairman and Chief Exeeuhve L7fTicer, QresidenE, Treasurer and Secretary, pravided, however, the segnature aC any of 2hem may be pruiteel. engraved csr stamped on any apprvveti document, contract, insirurnent or other papers at` tYos Cnmgany- lilV Wl'Y'NES$ WHEREC3F, the saicV Nativnwide Mutual lnsurance Cvrripany has caused this instrument lo be 5ealed and duiy attested by the signature of its Viee Pt-esident the 2$tta day of April, 1999. ACKI+1(]WLEDGMEN'T ~r ; • ~ By: ~ ~~e•~ t ~ I ; SEAI,' 5'L'ATE C]F 1C?WA Vice Fres nt CC] U NTY C] F PC31.K 5S ~~w Cln this 28th day of April, 1999, before me eame the above named Vice President far NaGunwade Mutual Cnsurance Carnpany, to rne persnnally known ln be [he o#iicer descrehed in and whu executed the precetEing insVument, and he acknowledged ttse executsQn of the same. and berng by rne duly sworn, deposes and says, tYiat he is t$e rsfTicer of the Company afaresaid, that the seal affixed rhereto is the cv8porate seal of said Campany, and i'he said corprarate sea9 and hts signature were du9y aft'ixed and subscrihed ta said instk^urnent tay lhe authvaity and direcuon of said Cornpany ~sr ~ ~ _V5 Mwch a.& zoaz Notary Pubhc " Nly Commissivn expires March 24, 2402 CERTI Fl CATE l, John F L}elaloye, AssiscanC Secretary of Naraanv,nde Mutual Insuxance Campany, do herehy ceriify thal the Resnlutian uicluded herein is a true and carrect transcripC from the rmnutes of the rraeeting of the Bvard aE Directvrs duly called and held on the Gch day of 5eptemher, 1967, and thie same has ncrt heen revolted vr amended Yn any manner, thaE said Stephen S. Rasmussen was on the da[e of tfte execution of the faregoing Pvwer of Atiarney ihe duly elected Vice PresidenL of Nativnwide MutuaE Insurance Cvrnpany and the corpoPate seal and his signariare as Vice President were duly afCixed and subscribsd [o the said instrument by the authvriYy of said Bnard of Directvrs. [N WITNESS V17HERE0F, l have hsreunto subscrAbed my naerne as AssistanC Secretary, and affixed the carporate seal of said Cvmpany this day of , % i~`'~s*i ~4~._ ' 41890 This Pvwer of Attnmey expires + AssisYant 5ecretary 4.. Av ~ Bd 1 (04-00) 00 11107103 sIt ~ Nationwide Mutual Insurance Cunipany dn (Ohio) (Corporation) By: James E. Dickenson (TYPed Nanre) ItS: Aiinrnev-in-facc (7~Pe of Authonty) State of Washingtan } )ss Gounty of Spokane ) T cerkify tttai I know or haWe satisfactory evidence that (James E DickerESan) is the person wh❑ appeared befare nne, and said persaii acknawledged that (helshe) signed ttus instrutnenc, ❑n narh stated that (helshe) was authflrized [a execufe the ir~.~trument and acknowledged it as the (Attornev-in-fact.) af, CNationwide Mutual Insurance Conivan to e Che free and voYuntary ac[ [~f such pari fo ie rti , d purpQSes tbieiiti[~ned in the insfirument. ~r Ilated ~ g 1 y Nntary lic in and T• ~•`~C~ ~ for ihe 5tete of Wef4jfig~ ~ ~ • ~ p~l ~ lviy Appointnlent Expires: Cc ic ' 0 F~ti rt7 rT~~ti Roya( v' ~em' e4 A) ~ December 30, zo02 111410.3 Todd Whipple, P C. CC.C Assocdates, Inc. 707 W. 7`h Ave, Suite 200 Sp4kane,WA 99204 5ubject: P1905 Royal Vista Road and Qeainage Plans- lst 5ubrnittal Tadd, We have revzewed your November 27, 2002 submittal of the road and drainage design plans for this project. The following rterns need to be addressed or resalved privr to acccptance of the plans• 1. Table 2 indicates that there are 14,1$9 sq ft, of imperrFious requirtng treatment and is not consistenf with the treatment Valumeslareas provided as mdica[ed by 'fable 3o1".- 2. Verify that the drywell lQCated tn 5wal'e B as lecatcd mare than 8 feet frorn the edge ~at', pavement. ln addition, address the entriy in charge of rnaantaining the drainap-e structures. If the ht~mec~wners are ta maintain the structures, a trtle natice far these lots will be~' x~ required prias to #inal platting. 3. Based on the slope of the 12" culvert ]oGated at the hammerhead, it appears lhat Basin 2 runoff will eVentually end up m Swal'e B-1 Verify ihis ts the intcnt. In adtlition, there appears ta have incansistencies regarding the pipe size, slape, pipe inverts, and pan+d battom elevations in the plan sheets. 104\ 4. Because Vista Road 1s a colleetor arteria], the sidewalk shauld be S feet wide, 131+L 5, Show the4uii1, ks and pond bottQan elevations in the ]crt plans. In addizion, the lot plans indiCate the plat name is Dorn's Addition Rayal Vista and the plans call iC Rayal~ Vista. 6. It is aur opinion that the driireway width should be mainfiained near the pump hcruse and that bvllards and a sign or warnrng meclianss _ should be pravided on the putnp house to make it more visib]e afi nighi. P(6Ji6u J ki- Tf you have any questions a}aaut this review, please confiact us at 477-3600. 5incere4y, John V. Hohman, P E T}evefcrprnent Seruices EngineerfManager Glaria Mantz, P.E. Plan Review Engineer , Cc. Dennis Crapo- project applicant .Tirn Falk, Spakane Caunry Plannsng Project file r PLAN REVIEW CHECKLIST PRvJECT l.~ 1qos REVIEw 1 pATE: f2~ 1(brr 2_ PROJEcT NAME: Roval qi StCL r PROJEC'd' ENGYNEER: a PItQIECT API'LICAiVT: +DrA-Roc6`~-- CDA5~fVCJnCV'4. cOvNTY REVIEwER: 61~ ~ Cf)UhTY STANl)A1"{T)S (circle one): 19$1 Il995 1999 2001 Raad Standarcls (IiS), Guidelines for Stormrvater Maaiagemenf (GSM), Standard Plan (SP). ~ ADMINISTRA'TIVE REQUIRENLENTS ~ vo~Nia❑ 1. A 5igned fee agreement iS an IIhe file. v~ ~vo❑xi,.❑ 2 A eampleced Subrnittal Checklist has been included with the raad and drainage plan submittal v ,p%,aC~ 3. The project is loeated outside the Aquifer 5ensitive Area v~Ntio❑xra❑i 4 The plat lies uutside designated 100-year F1D4d Plain Area. ~,'Oxo❑.❑ S The projeGt 1s located vutstde of an identified Stormwater Nfanagement Problem Area, r~111o❑K1nV( C Any dessgn deviations are apprrrved v.)§n613NfA❑ 7 Locate the Findungs and qrder for the project and read ihe C4ndstions v,11,o0mA0 8. Copy raad design elenient table from Pre-desxgn Meeting Notes and artach. vv"❑ti60Mia❑ 9 A, Site visiY was perf4rmed. $.7ate: ~ PLAN R.EQUIREMENTS (RS, Sec. 5.44) ~ r~vq❑~v~,.❑ 1. First ptan sheet has a pcaj ec~tle, a r+ieini ty map an index of p[~ shcets arad the engincer's ecrkifaeation stalement. r,Ano0N1n13 2 The plan5 are 5igned by the developer. v.5JYQON1n13 3 The plans are stamped, signed and dated by a Washington P.E. vzs~NXInIA'❑ 4, Rpad aI ignnaent ineludes 100 ft stationi ng; stacians mcrea se west to east and south tn narth; statinn equations shawn VJ9x6❑nfn❑ 5 SeCtsan, Tnwnship and Range are provided r~ELNo❑N/A0 G Searings an the road centerline are pravrded. ~ ►Mi55in Yn1 NfA ~ 7. ~Curve data (radaus, delta, arc lengkh and serru-tangenY) is shawn fca raad centerljnl an curb returns Y.13VoONIa11 8 Existmg uhlities are shown vn the glans va19xo❑N1a11 9. Propesed utilities are shorm on the plans. k'rggNd❑M,aEI 10, IntersectL ng and ad,acetzt roads are iderrtsfied and sho«, as are any adjacent subdivisicsns. veS10Y00N1AD I 1 Nor[h arraw and scale (rrun linch = 50 ft; _1[]0 ft t3K For large lnts; = 20 ft For cluttered plan) are shown r.RnZINIn❑ 12. A benchmark is called out on the p]ans (AS, Sec 5 Qb), vZna9~maO 13 TiCle B4DCk tp inClude, project name, sheet qiumber, raad name and road lirruts (by stat»n), tA(55 i ~ ~ 4~~sJON~EINrAD 14. 5ection and lot lines are shown an the plans f_"C' o' vr~❑Vo❑h,n❑ 15 The 5tandard Plan Notes 8c syrnbols are included oii the ptans. V.UNo0v,a❑ 16. Existing and finish contours are shrawn on road plans. ENG All Fcfrms c$ F'rogramslPlan Review Checklist doc Page ! of 9 }tevised 6212$I02 Y.[:]N9IJK/AEINEw SrREETs 1'es~~o❑Nra~ 1 The plans sh4w a typical raad crass-section {R.S, Sect. 5 08} Ws❑NA❑xIn a. If yes, crvss-sectian shorh+s Existing RIW, prapased RJW, prop4sed width, future setaside, edge of pavement, cui-bs, sidewalks, swales, and any vther required imprQvenicnts (R5, Sect 303 and 5 08) v~, ❑No❑nIA h IFyes, cross-section an the plaris shows ttae cross slope beiween 2% ta 4,5°Io (SP A-1 for 2% inin), ,,❑s6❑xon c. If yes, the cross-slnpe is correct when checked on the profile drawings. Y. ❑N. 11oa, 13 2 The prapased new wiciih macches che «+idth reqwired in the Cvndittons and Rpad Standards (Tahle 3.O 1 and 3 03). v.11o11a,a 3 Centerline grades are within minimurla and rraaxirnurn (RS, Sec 5.06,5 & Tables 3,02 & 3,03). vellullm%13 4 Vertical curve lengtks are adequate (use spreadsheet) (RS Table 3.01 & 3.03). Y&S ❑No ❑N/a 13 5 Hvrizvntal curve radius ualuCS are adcquate (RS Tablc 3 01 & 3.03) ,~❑~v4❑„~a G The Gurh tyae is Type B fQr public roads and Typc R for private (SP A-1) 13n. EIntA 7 The curla grades are ?0.5% and :9 S% for Public and S 12°`~ far Private Roacls (RS, Tabfe 3.03)- ru❑Yullb, a. If na, ihere is an approwed design deviaiion in the file vesorva❑~~a Soi6 borxngs have been taken and sv11 tias been classified as per USC system. r"O'NQ❑NIa a. ~CDunCy rtatnx m F~oad Standards wa& ut¢lized For,paVemenf SeCtitrn ~iesign (ItS Ta}~le 3.16). rr~~~vo❑non b Pavement design nleYliod aaid propOSed sectian(s) are adequate {RS, Sect, 508, 4}. Yes❑noOnia 9 IVlaximum number of units fsom singPe roadway meets standards (RS, Seet. 1,03). YCS❑rr0111,+ CL1RB RE'CU17IVS veSEIN60,",. 1, BCR, MCA, and ECR statianslelevations on curb returns are shown in the plan view (TZS, Sect. 5.04,21 ) rW❑n011 'a 2 Curb return radius values are adequate (RS, 5ect. 3.04). INT,ERSECTIONS 11.111s0tirA 1. Cntersecticsn separacian is ~t 150' on local aceess and Callecturs and 300' on artenals {RS, Sect. 3.04}. vJ❑NILa 2, The intersections meet che ]anding requirements (2°/6 1995 Stds, 2°fo downgradel4°fo upgrade 1 99 9120 0 1 Stds) (RS, Sect. 3.04). reg❑no0wIA 3. Wheelchair ranips are pravided at intersectians wi[h sidewa?ks (RS, Sect 3.20) Ye.e❑holl-WQ 4. Sight distance is addressed fvr each inteesection; analysis (plan and profi@e) is provided where appropriate (RS, Table 3 dl) v~0 N o~N IA CWL.-C7E-Sr#C5 v«OYa ❑rrA 1 The center af cul-de-sac stativn is shesE+m (RS, Sect. 3.04, coutd he interxsreted as SI}. v~s ❑Na❑N. Z. The cul-de-sac curb is shown in prQfide (RS, 5ect. 5.06)- vGs[]rro❑nia 3. The cul-de-sac radius is 45'150' diainetei (ltS, Sect. 3.17 and SP A-1[1}. Ye,OnQO,rn 4. The cul-cle-sac grades (top of curta) are 1% rrumnium (5P .A-10) vJ❑rro❑Wa❑ TRAFFIIC C[]NTRC?L S'TGNAGE PT,AN ru❑no0tiU+R 1. Street name signs are shflwm at a11 intersections (R5, 5ect 3 12 & 5 04,11) ruEn4IINAf 2 Stap signs are shovtm for a1P streets that mtersect aii arterial (RS, Sect. 3.12), r~❑~vQ~m~n~ 3. Barriees are shown ac the end oFdead end streets (when ncGessary) (FtS, Sect. 3.14). r"Dno0,Ia❑ 4. Special signing issues are addressed (Check with the County Traffic Erogineer) (kS, Seck 3 12) EiYG Al] Farnis & ProgramslPlan Review Cheakiist doc Pagi 2of 9 xeYised ozasiaz v.❑;ro0r1rn CHANNELIZATION PLA1V v.1160NIn 1 A sirapuig ant3ldr ehanneliaation plan has been subrrutted (R5, 5ect. 3.12). r.0Vo❑Mn 2 Channelizahvn Plan has been reviewed and CJK'd by B41a Brueggeman rn Traffc Engineering r~,~r.❑NInO S~`REET WIDENIlVG Y~ ~rXINIn0 1 A street cross-seetion is shown for widenLngJexistmg streets (RS, Sect. 5.08) , . rr.Ov4❑,1fn11 a. If 71 crvss-seccian shaws- Exishng RIW, prvpvsed FLIW, prvpvsed w th, future seiaside, edge of paveinetit, curbs, sfdewalld, swalA, aaid any other required impravements (RS, Sect 3(]3 and 5.0$). v~~u1:1nin❑ 3. `1 he propcased new width rnatches the width requkred m khe Candihons and Ttoad Standards (Table 3 01 and 3 03) r" noEIIn11 4. 1`he curh rype Fs Typc S for public rvads and Type R for private (RS, TaYrle 3 03) Y. nbEly.a❑ 5. Curb secCion cross slope is between 2% and 4.5% (SP A-l for 2% mui) r.~ ha❑N,A❑ 6. Curb grades are ? O.S°/a (RS, Table 3 03) v~s0nXIK,a❑ 7. Length af pavement taper out vf proj ect = WS2 -60 far :5 40 mph, WS for > 45 mph (AASHT[}) veg❑va❑NIAEI 8, Transtkian from end of cusb to exasting paving is shown (curb should nose down in 12") (Ata,SHTCI) .JIV:0Mia❑ 9 104' (rrun,) pauement taper mto project is shawn (AASHTq) [consider T{l`N} P(W jdi- I p~ ~j hye'v ~ v.s"LPKq❑xin❑ 10 Wrdemng sgreadsheet has been provided, new cross-slopes and gutter grade are apgrnpriate (AASHTC1). r-11o11ia l3ITCHES r.❑N. ❑x,a I , Dttches arr idcntificd in plans, detatls provided, anti have a rnimmum grade af fl 5% (CiSM Page 4-14). vS❑xa❑rara 11 2 Pz-oftles and crass-sections are shawn an the plans for all proposcd channels and ditches (GS M Page 4-27) YOUno❑rvO, 3 Drtches with eradmg Velocrties have Iming for erpstan protection (GSM Page 4-I4). re,❑No❑.Ma 4 Mm. Freeboard = 433*F7ow TJcpth (GSM Pagc 4-2$) ve4❑N9❑.N1, 4 Mars-made ditches are nat Pocated wrthm residential lots (GSM Page 1-5). v.Eno11rn❑ C1JLIVERTS ANf} PIPE SYSTER7S r«[IoExrA❑ 1 All culverts and pipes are sharvn in profilc (typcs, stations, affsets, lengths, and inverts) (GSM Page 2-1 & RS Sect 506] vES❑LEIhrn❑ 2 Ail pipes are? 12"; 10" ts allowed tsetwccn catch hasms ar drywells, tf ihe lcngth 44 LF (GSM Page 4-4), roOrAInin❑ 3 Thc mirrimum cutver[ and ptpe siope sharm is 0.5% (GSM Page 4-4). res❑No❑Na11 4 Thcre is >12" of cvver fvr all cul Verts! storm scwer pipcs{2.5' (PVC}, 1 5' (CMP), 1'(RCP) (f-IDPEfADS)~ (GSM Page 4- 3) YeSOxoOtiiaD S The culv erts are stationcd from ccn terline statiomng (tJSM Page 2 -1}. vrSOHoOtiia,❑ 6 Pipe anehors are shown for pipe grades >20% (G5M Page 4-27) wZLE,vnD 7. Energy dissipati an as providcd (i cn prap araund culvert vudet). vullo❑NInEl 8. All angle points an the pipe system have sunable access such as a catchhasin for cleamng (GSiv1 Page 4-4), r.❑n9❑wnll 9. All pipes are lacated a minimurn of 5 fect from a rear or side psoperty ]me (GSM Fage 4-4), res[1,11 Hin❑ 10 When two different sizes of pipes arcj omed at the same roanhole, the 0.8 rulc is applicd (G5M Page 4-4) rc.❑No❑MnO 1 1 Trash Itacks arc pravided when pipe dtameter ? 18" m urban areas (GSM Fage 4-27), Yrs❑1tiXINlA RIP RAP Y. ❑N. 11 Nin 1. Matenal gradation, np rap thackness and area are specified (GSM Page 4-29) v.❑1o❑11. 11 2. The mimmum thickness Qf the np rap layer is nr whichever rs greater of 12", T],oo ar 1.5D50 {GSIM Page 4-29}. vCSOHoDYtn 3 The gravellsand filter conforms with Tahle 4-15(GSM Page 4-95). ENG All Fprms & YrogramslPlan Aeview Checklist cipr Yage 3 of 9 Revised 02P2$142 YXIlvm11MA❑ INLETS vIIxo❑tirnD 1 `I'he ccntcrlinc raad stattvns, affsets, and inuerk elevakions For all inlets are shvwn sn the plan views (CrSM Page 2-1) rJ❑No❑ti,a❑ 2. Inlet grate type is shown (GSM Page 2-1). ves❑nXINin11 3. Catch basin, rnlet, vr special manhole details are shown or a standard drawing is refsrenced (GSM Page 2-1). rXIxXIninD 4. Trash l'tscks are provided when plpe diameter ? 1 S" m urhan arcas and ? 12" rn rural areas (GSM Page 4-27) Ye11dQ❑n.❑ 208 SWALE & DRYWELL SYSTEM'S re,0rqo❑non0 1 The swale is located autside a future set asidc arca (GSM Page 5-18).. ,res0Ko❑nrn0 2 Srvale tloor and berm elevatian is shown on the drawing (GSM Page 5-1$) Y,sX~ &Un❑ 3 Dunensians are shown far battvm of swale (GSM Page 5-18) vesMo nrn❑ 4. Stanvmng and [nffsets are pravided for each pond carner (GSM Page 5-1$). °v~SPnrZIMa❑ 5 Swale floor is b" hclow drywell graie elevatican if soil rnixYureis specified ar CEC testing requircmcnt is nated) (GSM Page 5-18). r.~OrrZxrn❑ 6 5od/turflhydr6seed and sprinkler system is specified fvr publicly n-iauntauned ponds (GSM Page 4-24} ,J❑xo0xin:1 7. The total storage depth is 5V for GPA with dryvvells and E D 5' for GPA «ith no drywells (GSM Page 5-1$}. r~E3,aJ,n' 8. Dryland LTasses speCified for punds maintained by homeowner's assaciations (GSM Page 4-20). resOrrQ❑xrn" 4. Swa]e stde slvpes do not exceed a 3:1 side slope. (2.] side slope is allvwed if swale depth is <12") (GSM Page 5-18) Yes❑nro❑Wa❑ 141. Swale flnar > fa" belaw narmal gutter flawlme at curb inlet wiT.hvut drywely, > 12" with drywell (GSM F'age 5-18), res❑Vo❑Kia❑ 11 Swale must have 3" freeboard above the max water surface eleuati on for the design stvrm (GSM Figure 4$). res❑No❑NIA❑ 12 A crass-sectian af the pond is shaNvn (GSM Page 3-5). vc11ff11 nr.a11 13. A graduig plan has been provided far khe pond, at a rrummum, f nish contours have been pravided (GSM Page 3-5). vee❑NXIKJ4 14. A 6 ft vis3ble through Fence is prrauir]ed if the swale is > 1' deep, stdeslopes exceed 5 1 and cannot drain 1n 72 hrs (GSM Page 3-5) vesOndQ,A] 15. Overfiaw from a swale at a lvEy pomt is drrected away frvm structures (GSM Page 2-1) v,s❑Vo0nva❑ 16. Drywell type is spccificd (GSM Page 2-1) vzS❑N011N,a❑ 17. Drywell grace type is spe~ified (GSM Page 2-1) - ~ v~Oxo ~a❑~ i1$. Dry, w~ ll sha l~d ~ff eNoll. ;Ile curb. inlet~. x. J~ ' v h S{x~ i~Ono~~~a ~ 19. Multi lezdr"~ ell"sare~l'vnvre,tham 3Q ' a ariter~to c~tr~i . ~ _ v ..~e _-P. - Frs ON. IRMA❑ 20. Drywell zs located withi n 8' of the curh line, or a maintenance access rvute and easement are prqvided (G$M Page 1 -4). rEsOHd❑K,A~ 21. A 12' maintenance access dri~re tc~ fihe k~ottom af pQnd is provided, if necessary (GSM Page 1-3) v~~ON4❑w~A a If yes, an all-weather surface (6 in gravel), min 12 fit wide, tnin 20 ft easement ar iract, wiCh < 20% slope res❑Na❑,va❑ 22 Eattam of drywell has a 4 ft mmimurra clearance £rarn any limitmg laycr (ie, bedrock, clay, or htgh gr4undwater) (GSM Page 4-2G) rts❑No❑MaQ 23 Mm. berm elevativn is specified (GSM Flage 5-18). Yss[INo0N1A DETENTIdN POND vesEINaOVa 3 The pvnd bqttom and bernn elcvaCion is shOwn on the drawing (GSM Page 5-1$). ves❑nsOnIa 2 T7unensions are shown for the pond bottflm (GSM Page 5-18) WSQNo❑K« 3. Stahoning and offsets are provided for each pond coiner (GSM Page 5-18). v.13NoILA 4 Sadlturffhydroseed and sprinkler system is specified for pulalicly maintained ponds (GSM F'age 4-20), ves[Irro❑nin 5. T]ryland grasses specified far ponds maintasned by homeowner's assocaations (GSM Page 4-20) res❑n.EINVa G. Pond side siapes do not exceed a 3:1 (GSM Page 5-18). r.111913 Yrn 7. A eross-section o£the pnnd is shown (GSM Page 3-5) v.01o111"n 8 A grading plan has been pravided far the pand; ac a mimmum, finish conkaurs have been prouided (GSM Page 3-5}. resO.aQLn 9. A Y 2' rriamtenance access dnve to the bottDm of pond is grovided, if necessaay (GSM Page 1-3). ENCr Ail Farms & YrogramslYlan Review Checklist doc Page 4 af'9 Revised 02128I02 v;,Oho0n1" ' a 3Tyes, ar~ all-weather sucface (6 tn gravel), rnin 12 ft. wide, min 20 ft. easement er tract, ~t~ < 2{1°o slflpe. v~90r+a❑reIn li?, A6 ft vi si~ile thrQUgh fet°~cc is pror~ided af Yhe swale is > 1' deep and sicleslopcs exceed 5`1 and cannvt dratn tn 72 hvurs (GSM Page 3-5), vu❑,vb❑n,A 11 Berm height is greateo- than 4 ft kn height (GSM k'age 4-30) ves❑lxo0nin If yes, design uicludes a key~~vay, clay or gevtextile liner and is in accardance with Fig 47 of 5W Guidelines res❑xoOr~iA 12 Berm height is ~;reatec than 12 ft in height (GSM Fage 4-30} v~OxoOr~In a. Tf yes, geotechnrcal report and suhsurface inVestigation kas been prepared and subrrutted fvr review. VXINZINIA01 _ EVAP[7RATIVE P[3ND vaONoONI:► l. A cross-section af the eVaporateve pond is showm (GSM Page 3-5). VaOH90Nra, 2. The ppnd bottvm and besm elevahon ZS Shown t3n the drawing (GSM Page 5-1$) WSOxdOnaA 3. Llirnensions are shown toc ihe gvnd bottam (GSM Page 5-18) r~❑NoOw. 4 Stationing and offsets are prcavided far each pand cvrner (GSM Page 5-18). ,.❑ns❑V,a S A grading pfan has been provided for the pond; at a msnimum, fmish cantours have been provided (GSM Page 3-5). va0no0N,n 6. Sadlturflhydroseed and spririkler systeni is specified far publicly maintamed ponds (GSM Page 4-20). VAIn4EInra _ 7, Irnpermeable [iner of campacCed clay, tsentonite soil mx, or plastic, with seepage rate :!g1 x10°' crnls (GSM Fage 3- 5) W,ONo ❑Ma S. Dryland grasses specified £or ponds madntained by homeowner's associations (GSM Page 4-20). v.❑,.❑ti,a 9 Berm height is greater than 4 ft in height (GSM Page 4-30). v~❑nro~r+~a If yes, design uicludes a keyway, clay or geotextile liner and is ua accordanee with Fig 47 o£SW Ciuidelu3es. r.SEINQ❑MA 10. Berm height rs greater than 12 ft in heighc (GSM Page 4-30) . v. Eha❑rr, a&f yes, geatechnical report and subsurface investagaCion has been prepared and submitted for rewiew. va❑no❑,vaA 11 A 12' maintenance access dnve to the bvrtam of pcrnds is pravaded, if necessary (GSM Page 1-3), ~es[INd❑nIa a If yes, an ai'1-weather surface (b m gravel), nun 12 ft wic3e, msn 20 ft easement ar tract, witl-i < 20% slope ves[I,rXInr;~ 12. A 6 ft visiY~le through fence is pra~~ided if the swalc is a 1' deep ar~d sideslvpes cxcccd 5 1(GSM Page 4-2[3} ~r~~KoOrvr~ 13. At least d" of tvp sail over che lmer is inclueied (GSM Page 3-5) v"12Y00Ma11 EASEMENT5 v.13No❑Mn❑ 1 All drainagc facalsYics havc adequatc drainage cascments For rnaintenance (GSM Page t-S). rJ❑n.❑Wa❑ 2 A min 5' casemenC is peavided for 20$ s►aales (GSM Page 5-18). rXI,vZIMACJ 3. There are exnsting nr proptrsed eascmeats fvr natural channcls (GSM Page 1-5). rZIN40nJ3 4. Easements fvr natural channels are adequate co pass the 50-year storm plus a 30°fo(GSiV] Fage i-5). vC9❑MoOwA❑ S. A public dramage easernent is prcavided where pubPic street drai nage is di.+crted flnta priuate property (G5M Page 1-5) 1•.11o❑w.%❑ 6 Overflaw easements arc provaded fraan swaleslponds ]ocatcd m[ow paints, where necessary and passibie (GSM Page 2- 1) vv.ONo❑,e.k 0 7. Sfght distance easements are idenhfied r~,~~roC~n~n❑ ER05IC7N dc SEDi1VIENTATICIN iCONTRDL REQTJLREMENTS r~sON6:]mm0 1 The basic eleanents are on the plan (silt fence, roGk canstruchan entry, checkdazns, etc.) (GSM App KPage 30) res❑NoE]tiIn❑ 2. Standacd Notes have been mcluded (GSM Appendix B) - rc,0,,o11vn:J 3. 1'he ESC plan mcludes the uiforniatian listed in Sectiun 4 5 20 (GSM Page 4-33) EiVG Al] Famts & PrtsgramsfF'Ian Review Checkhsl doc Page S of 9 ReViSed 02I28102 ~ REPQRT R~QUIFtEMEIYTS ~ rc, no~wa'❑ 1. The calculations are stasnped, signed and dated by a Washmgtan P E(GSM Page 2-3). V. '04 1NIAll 2. A, SCS soils map is inCCuded (GSM T'age 4-15) re,❑Na(INjn❑ 3 'I"hc perpetual mamcenancc ofdrainage systems is prouided for (GSM Page 1§3) _ ,vZ nb ~❑1~n~~ 4 ~ TI1ALC°dCVCYt]~PE[~ CIV ViiLL1G Tili7lChC5~t~1C.'TCCCTIt'I~nOtuse'~ st~lran' i' azed b h~e a0k, a' cult~ureL,-'farnied _ P CPa , ~r_ Yr307toCI,r,A❑ ROe4DS r- 9~0. ~ti +n~I l. {~utter f~ow depth and nvn-(lavded rvad ~+idth euaPuated fvr campltiance (sec GSM FFgure 37, Page C-70} r~,❑„nt 2 A site disrance analysis has been provided for each mtersechon (RS Table 3 01 and 3[]3 ) rp❑mo0s1..0 a A sighc distance easement has been proNided far encroachment >2 ft BASIIV (V1APS (GSM Page 2-3) ve~xo❑;,/n0 i A pre-der~elaped'~assn map is prv►nded. vUnoOvInD 2. A post-dcveloped bas1n map ts proaided. 11~ vo0 ~w.r❑ 3. Nvnh arrow and scale are shown, rts _No0wa0 4. 5ub-basins are labeled and correlatewith calculations Y. nb❑;v,aO 5 Contaurslspat elevations are shown. YE9 NllvAO 6 Labeled Tc rmutes are shown, . v.11o❑s11 7 Existmg drainsge courses are shown. re90nQ❑Vin0( 8 Proposcd drainagc covrses are shpwn. r~ yvdQY~A~ 9. The tlramage design matntains cxistnig sheet flvw pattems wjihouT cancentratsng ftv~vs. r~ ,o❑""'iD. The centerlme of all ditches and the direction of flow are shvwn (Fage 2-3 and 4-28), rr,OnoOti'a 11, Existmg drainage facilities and watca~ bodies are shvwn Y u~n90nia 12 Foatpnns of prapased drainage faclliFies are sh[swn. Yc.¢~tCn~tilA~ BAsfNS rJZn13,wA0 i Hydrvlogi c ca] culati ons are provrtded For eac h 6asm (Rati onal Formula af 5 10 acres, S C S TR-55 if area > t~ acres) {[;rSM Fage 3-5} v~~rse❑„aCI 2 C]n-site 0 year design saorm and off site = 50 ycar design stnrm (GSM Page 3-1 r~~o~,+n❑ 3, RunOff rate ts campared hetween cntare bassn and road arca; larger rate contrels {GSM Page 3-l). v~5E rvo0,va0 QITCl-IES rJ❑.N-a0HJ0 1, Ditch calculatinns have been pravided {SD year scvrm, plus 30°/a freebvard} (GSM Page 1-5). r'oxuEI,tiIn _ CIJLVERTS A~1D PIFE SY5TE141S ,~❑tio❑ ~v"n i3ackwater analysis for any pipc andlvr drtc9a ss mcluded (GSM Page 4-26). r~~~vO~tiin _ 2, Headruater calculativns for culverts are pro►~ided (.'a5M Page 4-27). v~~no~rren 3 T}tc headwater for culr+ert entrances fs under 2 0 far <1 8" tn 0 and 1 50 for culderis greacer than 1$" in 0 rJ~rvo~xIn 4. '`hc minimum ueloctty ~vithin each pi pe of the prpe syster~-i is 4 fps (GSM Yage 4-3). ~~~~Ho~nI~► 5 "~'heec is a eninirnum freebgard of 0.75 feet irr each catchl~asan and top of grate {GSNE Fage 4-3}. v~'❑rQ❑r~1a C Riprap design calculations are pr4vided (GSM Pagc 4-29) ENG All Fvrms & Programs/Plan Review ChcckLst sioc 1'age 6 of 9 Revised 0212$f02 r.[1N913,vrnE] IAdLE'i'S 1 Curb inlct capacity calculacions are ancluded (GSM '~age 4-1) v" 9,,TlNiAll ❑wrn 2. Pcri meter calculatjan does npt i ncludc the si de of chc grate against the curb face ({pSM Page 4- fl v~0 11.8 3 Pcnmetcr oPgratc is 2 fOr Calculatavns where there is nv curb rspening (GSM Pagc 4-1}. re,.K.'❑wAI❑ 4. Curb mlet length does nQt exceed 6 feet (GSM Page 5-19) ra❑no01N,A11 208 5V4'ALE & DRYWELL aYSTEMS vAr460~~A13 1 Soils tyae is "pre-approved" fvr dr]wells withvut percalation tests (sec pagc 4-15, GSM) rmOh11NIA11 a. IFna, a geotechnzca9 repart as tncluded and recammendatians are accvunlcd for rpOno%Ntall 2. Swale area zs ? requj red area frvm `2 08' calculati ons for impervi vus areas (G 51t+1 Page 5-1} ~ ) v.11e51N~AEI 3 20 8 sEValc flvar aa-ea, volurne re q u i rements si7ed prvper) y tO treat irnp ervi ous surface areas (GSM Page 5-1 ro[InoILA 1]ETEIVTIO1V POND r.❑No❑hIa 1 Cqntafns the difference between thc 50-yr deueloped and the 50-year pre-developed (GSIvi Page 3-5) vsZINo]M. 2. Releases ad 50-yr pre-developed (GSM Page 4-24) Y«lloCINin 1 Cantresl strucn.ire is d'esigned co release rates specified in the CanditFOns (GSM Fage 4-15) rCLINDON,a 4. Dvwnstrearn channel or pipe system can handle propvsed flows (GSM, Page 3-7). ru❑rao0„a 5. Emergenry avesfflow weir fQr 1 04-year pvst-developed flaw rate (GSM k'age 3-6). v~Ono0X,n 6 Sump prfOr tp Uutlet tU CUn[rql StruCture (GSM Figure 4-3) v"EINnOnIA 7. 1' min. freeboard at 50-year design storni is prauided (GSM Figure 4-3). r~XINZIMA 8 SCS methnd used dn rautlng atiaiysis for detention pand sizing (GSM Page 4-20). Y.❑VQ❑NIn ' a If yes, bssins rvith CN values that differ by 20 puints or mare ha►•e been evaluated separately, and then added (GSM Page 3-$) r,311'013,tiIa 9. Qpost :QPre (GSM Page 3-6) res0,oU'NiA 10. Vpust -_~Vpre, if in Conditaans ar deemed necessary due decision of Cvunry Engmeer (GSM Page 3-5). Y~OtioOx,a 1 P Berm campaction and lif} requirerraents are specified (GSM Page 4-3(1}. r13HoON,A 12 By,pass flows towards a natura] discharge paitit (GSM Page 3-6). val:]no0NIn i+ VAPC]RATIYE POYD rCA❑NoUnrn 1 "Conditian A" - no surface discharge- holti all pcrsi-deueloped uolume; begin 2 yr cycle wiits 100 yr sTortn xn pand (GSM Page 3-10). v.❑ti11nin 2 "Condition S" - existing surF`ace discharge pcast minus pre-development valurne, with 1 2 Safety faGCor, 2 yr cycle (GSM Page 3-9) resorroOMn a. If yes, in addition, a separate detentgon starage system is provtded to attenuate peak flou+s during design ewents vJ❑'n.11rA 3. Qetention systern is destgned in accordance wrth SW Guidelmes {see checklist above}, vXI,s$0MA 4. Water budget cyc]e rterativns have heen prvvided: starting at seueral different rrtanths (typically Occ through Feb) (GSM Page 3-10)- rn0N9❑,IA a. Ifyes, ihe mon#l that nets the greatest auerall (total at end of c ycle) stsarage volume is used far fi nal design v.1Jna11run 11 5 Average annual precipitatian rate has been adjiLsted for location (Fig 29) (GSM Page 3-11), V~❑NXINIn 11 G Ttunoff wolurraes are determined by the SCS hydrngraph methad (GSM Page 3-11). 1Z1rrQO,ra a, If yes, runoff ualunles haue calcu[ated separately for permeable and impervious area, and then added tagether. YelloO,~A b. Af yes, antecedent r~oisiure condifiians har~e t~een caken ~nto acco~t fog frozen and saturated grvund cQnditaoms v~❑No❑v~~ 7. The potential of mnunding, downstrearn impacts, etc were anveshgated and discussed (GSM F'age 3-11). CNG AII l-orms &c ProgramsfPlan Fievtew CheckLst doc F'age 7 nf 9 Revised 02128102 yA❑NoC1VA❑ 208 LoT PLAvs cHEcKLrsT rE9bNo❑.l a❑ l, Loc plans are on S%x" x I 1" paper or legal size (GSM App F, Addends.um to Sect 4 YesN~oElva11 2. The 1at number, block nurnher, suhdawasion name, date drawn, scale, nortFi arrotiv and srreer narne (GSM App. C-2). vJno❑Ma❑ 3 Easement dimenstons are an relation ta propert}a lmes ar corners (GSM App. C-2) r~s&oElma❑ 4. Swaie floor dimensions are m relation ta property luies ar curners (GSM App C-2) vC31:1104Y/all 5 Swale flovr elevatian shown (GSM App C-2) YCSO.ZIxrn 5 Location of curh and sidewalk (or edge 4f asphalt) are showm. r~[INXIM,►B 7 I?epth from the nornaal flowline trr bottom of swale is xndicated. Y~slalY.❑MaCj Rim elevation drywell rype, franle and grake type, centerline offsei and statian are shown (GSM App C-2). aeSOrr0❑nin0 9 Any drainage ditches, or ather related easements are shown (GSM App C-2] r"❑H,4nI~.~ 10 Existing easements, buildings, future set asades, and requfred buildmg setback l;nes are shown (GSM App C-2) ves hoLJYfA❑ 11 A P.E stamped anti dated all pages of the Lnt Plans (GSM App C-2) res no0Nin❑ 11. Acrass section of the drainage facilrties (ie, swale, drywell, catch bassn, drtch) is an a secnnd sheet (GSM App C42) v.OhQ❑x~All 13 The crass seetion shor,vs the coiicrete apran, R O.W. line, curb, sidewalk, grate, nflrmal flow luie of the curh or edge crf asphalt and specifies sod or seed mix (GSM App. C-2) ENO All Frsrins &t ProgramslYlan Reuse:w Check]isC doc Page $ af 9 Revised 02I2$102 ~ i ~ CONDITIONS UF APPRQVAL 1 ,"[A,rbay\ CollecAr Ay~uiaL - Il i 5+cx.. Rc~ - 3-4'/z- 0~ -i- s ;6ja.c)A ab 4tWJ Q~ deInV~t 04Q r?:01~ ru + ~ Q h+'xx+'1~a~~' Y1.C A.~'h~ 4~ ~ r.~1~►I~i - ~Z 1~ NOTES ~ EIVG flll Farms 8c ProgramslPlan Review Checklist doC Pagc 9 aT 9 Hensed 02128J02 PRE-STJBMITTAL CHECKLIST gROJECT#: V1105 PRvaEeTNAME: ROYA-L ~Isr~ ~VIEw ~ DATE: 412_:~--o?_ C(}UN''l' ~tEVIELi~ER: M~~I~~~.i.~R'L3.TECT ENGINEE1t: ~Md W~~OP~ RE►~'1EW STDS: , Reucew tlze Pre-Design tVleetiyag Notes and clzeck,for urzcque desigjr criterta; copy notes ~f applicuble RC)AD AYT] I)RATNAGE PLAN - B,A~S-IC ELEMENTS ~ r~o0n~n0 I The ~irst sheet of e plans has the projec~tle, ►+icimty ma~p, STit, standard n€~te~!~ndex, and cerrifieatiqn statement Y~ ri9~Nin0 2. fi(orth arraw, scale, t~enehmark,~nd statinn equa ians are showcn. VC3 ,rXIHIAO 3 Existing and graposed utilities are shown re ~.11NIn 11 4. Gurb retum eIevativns (BCR, MCR, ECR) are shown Y~ no0NInII 5. Curb grades are ? 0.5 °Ca. v~~ d~r~rad 6. Cul-de-sac curb is shown ui ~arofile 'o❑N, 0 7. A typical cross section is idencified for each individual road, publrc or private an%-e~ 8. AlY ditches are shown un proile and cross-secnon, and have a tru3unnum grade of U 5% ~r~~~,~~a❑~v~ 9 Pipes and culVerts are shown in prnfile (types, stations, offsets, lengths and iraverts). vna[Ix/n0 10. I.ocakians af cu.rb znlets, grates, drywells {hard siructw'es) are refereneed by staTions and offsets. ves xa❑rrin❑ 11 Svvale floor is damensinned, with floor eleVarion, sidesl6pes and depth indicated m the plan view and cross sechon. Y. NXIninE] 12. Dryland grass seed max is propased where applicable, vr hydrnseed, sod or turf is specified. va[]rvoOnin~ 13. Maintenance ,access is pravitled ta ail ~SOnt~, swales and structures. raDN6On~~ 14. Random check ans3icates tha¢ pipe profile mf'orcnation eorrelates uith general notes and plan view+ informatian, r~'9,vollwn❑ 15 Erosian and Sedimentatian Control plans are praVided as part of t'he submittal package. pRAINAGE REPI7RT - BASIC REQUIREMENTS 1* ❑Nin[ 1. Separate pre-devePaped and past-developed basin maps, vnth cantuurs, are pro►+ided. v~0~ r~/n Z. Existing naturab drainage courses, flaodplazns and wetlands are shown on the basin maps {and pians, where necessary}. v~ v/n11 3. Existmg sheet flnw patterns are rraintained; no draEnage is concentrated into a point discharge. res 'o3NIn❑ 4. I-~yrlralogic calculatians utiliae the approprnate meihnd• Ra~onallVlethud for 5 10 acres and 5C5 Methad for ~ 10 acres. v.0~ ~a~Nrn~ 5 Post-deVelQped basrns with GN values that differ by 24 pt have separate hydrographs for permeable &impervaous areas r"oQNrnE] 6. I-1ydroIagic calcs• ansite lQ }+r, offsite 50 yc runoff eaent for swales; 50-yr dev vralume fvr decen. ponds, or meet conditions r.) (J]7. 20$ calCulatlons include driveways, and stdewalks if direcily adjacent to roads. rallaclh"R EvapQrative pvnd design utilezes a water balance cycle, l00-year storm m pand (Conditson A). 1n111o0wIa 9. Freeboard in detention, retention and evagorative pands 1s a minirnum of 1fl. ra❑No11NIn' 10. Berrn design is pravided for t3etentinn ponds in fi11 areas, particularly if adaacent to deueloped propercy. rhq/QQ0Na11N'1,a❑ 11 Calculations for clear passing width are included 12 ft far local access, 16 fl for col9ector arterials and 24 ft far nunar arterials. vt,~rra❑Krn❑ 12. Runvff rates, for each separate basin, are campared, loaking at entlre basXn uersus road area on]y v.0rrX1,Ab 13. Ditch ealcu2arions are praVided and are designed f6r the 50 year starm plus 3d1°/fl freeboaed. raQNXIMnM" 14. Pmpe network analysis indicates pipe velocities aF 4 f11s (rnin) and a freeboard of 0.75 ft (min) in caichbasvzs and rmrholes 14~NZIrrrA 15 Gti.irb and grate inlet capacities are calculated and included. vaOrvo❑xIn 16. Sight distance analyses are included. Updated 42-11-02 f age 1 of 1 Pre-Design Meeting N'otes - Spokane Caunty Engineers (3ffice SPwNEC0Ul1U ProjeGt Nart3e• VoLIbl~ Vl s--bo-, Project Number. P f "10 ~ ~ - Aroject Applicant: ~en~ ic, Crano I Prpject Englneer. ~OM Firm C-LG ~~o~_kQte(~-' MeetirsgDate: Meetmg Tirrie. C) Q pm- County Staff ]Present at Meeting: Cmd-4 CalLar~, I Other Meeting Attendees: QDUa L 1 (~Lc &ssoCI. , nameJrepresentmg narnelrepresenGng mar~__ Kr LaiDGum /G L~~ namc repksenting namefrepresentmg General Iterns I. Spokarse County Standards tfl be used (circle ane)• 1981 1995 1999 2{]D1 2. Does the Engineer haue a cppy of the Conditions af Approval?* Offi,c,Ql ]~md lV COnd l-'Ti O fs 1Aave- Y14"t- 17ac~ 9,-nt M . 3. List specia] requirements required by khe Ganditions of APprowal, EI5, or MDNS. ~QFIY'tri~ YYl fnt-,r. * QF(~ctak F1Y1C1koGS ~'C.QYIdl-k-[.oIlS hoLvL Y1ot reference description b~+ -~he 1 reference description ea5e Wt N- tho-t ai L fF1cxp~ L C[3 nd i-hi7 nSay-e tYet l M)*M reference desCriptavn fff)CLU dCSL{yy'~ ~ ~ rcFerencc description reference description rrfcrcncc description reference description reference description reference descnption Page 1 of 4 Raad Classification and Design Criteria ~ #1 I #2 93 #4 #5 I Road Name ~ c9m~ r Classifcation ur l ~r I.,,and Slope]Terrain A~ ~ Mmimum RC7W Wadth Des1gn Speed Mrn. Honz Curve MmlMax Grade C]. ~j I~ I I I ~ Stapping Sight Dastance SaglCrest VertiCal CurveS GO IcoQ Roadway Width [,iDAUL~ Border Easement Width (commercaal) Curb required? Type Sidewalk requu-ed? Separated? Soth sides? les Intersecticrn Return Radii I I I Road-surfacing design ~adea~P~a'i'' method (County rnatrix~`, 3~~ AASHTO, other) *]n order to use ihe County matrix, a gcatcchnical rcporf necds t4 6c submikted that iracludcs soil bnrings and a recommended design soil type per the Umficci 5ail Classificatavn (U5C) 5ystem I Basin Maps VYes ~ 0 No ~0 N/A ~ A pre-developed hasin map is available for review. ~I N/ Yes ~ 0 No 0 N/A I The basin map shows sufficient cantours. V Yes I 0 Na 0 N/A The basrn map depicts all the cantnburing aff-srte nanaff: V Yes ID No 0 N/A The pre-deUeloped basin limits and surface cdnditions appear ta be correct, I9/'Yes ~0 No ~ 0 N/A A prelimmary past-developed basin rnap is aaailable for revicu+. VYes 0 No I0 N/A The post developed basln lirriits appear to be correct. 0 Yes 0 No ~E' N/A ~ A siCe visit is needed to verify baszn limrts. Z)ate: Page 2 of 4 Draiuage Ilesign @/Yes ~ 0 No I0 N/A The site is located within the Aquifer Sensitive Area (ASA). I 0 Yes 1( ZiVv I Q 1VIA 1he site is located wnthin a Stormwater Ordinance Area. ~0 Yes M/No f] N/A ~The sitc is lacated within a 100-year floodplain {contact Tammie Wilaiams}. ; ! 0 Yes M(N❑ 0 N/A A defined natural drainage channel is lacated an the site {needs to be placed in a ~I drainage easernent sized accarding to ihe Guadelines} 0 Yes VNo 0 N/A A classified wetland or stream rs located an the site (cantact Spokane County , I Planning, Dept of Ecalogy andlor Dept of Natural Resources) 0 Yes IM/Na 0 1V1A Steep slopes or highly erotlible sails are present 0 Yes BrNo 0 N/A A natural depressian is located on the site (replacement af storage uolume needs ta be addressed). 0 Yes IVNo ~ 0 N/A The drainage facility is lacated in a separate tract if greater than 1,200 sq. ft. 1. The ansike sails are. C) o-Ol_ ~&Lr-YL_SD r-)-~ ,f ► J L.J 2. 7'he type af system proposed for drsposmg af runaff as: 0/infiltration Q/Yes 0 Na 0 N/A The soils are approved for drywell installation (Bang*, Banner, Garrison, Hagan, Marhle*, Phoebe*, 5pringdale) * May require inwplace permeabiIity testing. 0 Yes IEr/Na 0 N/A in-place permeability testing is required. ~ Yes QNo 0 N/A Suhsurface investigatrons are required (x.e. drywells in non-appraved soiis and hillsrde develapments, downstream analysis) ' ~j eI, r-~Lj S(Dll~ ~ Evaporation 0 Yes ~ 0 No 0 N/A Discussed linep requirements 0 Yes 0 No 0NIA Subsurface mvestigations are xequired (i.e. venfy that litruting layer wi11 not cause moundirsg). ~ I~ Detention V J 0 Yes 0 No 0 N/A There is a natural discharge paint and ]egal aecess to drainage way (if nv, detentiQn is not altowed). 0 Yes 0 No ~ 0 N/A I'Must contral discharge to predeveloped rates. 0 Yes 0 Na 0 N/A ~ Must contral discharge tQ predevelaped volumes. [I Yes 0 No 0 N/A Suhsurface maestrgattans are required (i.e. downstrearrz impacts, hillside develapments, etc - I' Page 3 of 4 Discuss any downstream surface condrtions ar down-gradient subsurface carrdrticrns that will impact the design of the drainage Facilities. W/A Wi11 a Caneept Drainage Plan be required for a non-canventlonal system or desrgn element? _A14 P% Notes: ~ A blank Submitkal Checkitst was provaded to the design engnneer. [9' A hlank Pre-Submitta] Checklist was pr6rrlded to the design engineer. - ~ A copy oF the completed Fre-I)esign Meeting Notes was provided to ihe design engineer. These Pre-design Mertmg Nates are anccndcd to clanfy wanaus dcsi gn cicmcnts and requircments far this proaect, and are nat to be canstrued m any manner whaYsaever as a waiver nf any Caoditians nf ApproaaY, 5pokano Cvunty Code, Spcskane County $tandards for Haad and Sewer CQnstruction, 5pokane Counly Guidctmcs far 5tormwater ivianagemcnt, other codes, sYatutes or regulations apphcable to the pruject Rcv ] 7,?40? Page 4 vf4 BOfdD ES7IMATE Rroject Name: Rayal Visfa prvJect Numlaer• P1905 Date, JanGarY 34. 2003 Nift Prepared by. GMM SPOx2~ COU~ lterrt []asc~~ptia~i~`' ` -~V. ' ~y'-'~~:~'-••~:`~` -,~i~tjr ~Unit~ ' lJ'gitlPr•ice: ~.T o tal;• Drainage Items 1 Drywell, Type A(incd Gaek4ill, 51ter fabric, frame & grate) 1 EA S 2,90000 $ 2,10a 00 2 Drywell, Type B(inc1. backfiil, filter fabric, frame & grate) 1 EA $ 2,70(1.00 $ 2,70000 3 Curb Inlet, Type i 9 EA $ 75 170 $ 7500 4 Pipe, 10-inch ADS 48 LF $ 18 00 $ 864.00 5 Prand Excauabon Pnci Haul 150 CY $ 800 $ 1,200 00 6 5esd, Fercilixe and Mulch 3,560 5F $ 005 $ 175.04 pralnage ltems Sub-Total $ 7,114 00 Ftoadway Items 7 Raugh Grade (su6-grade preparation) 485 CY $ 10.00 $ 4,85000 8 Base & Top Course 485 CY $ 24 00 $ 11,640 00 9,4sphalt Concrete Pavement 325 TN $ 4500 $ 14,625.00 10 Curb and Gutter, Type 8 171 LF $ 1000 $ 1,71000 91 5rdewalk 160 SY $ 2300 $ 2.30000 12 Temparaay Traftic Contral 1 L5 51,50000 $ 9,500.00 f2aadway Ftems Sub-Total S 36,62500 Erosion Cantrnl Items 93 SlIt Fence 566 LF $ 400 $ 2,26400 14 Rock Conslruclian Enfry 75 5Y $ 16DO $ 1,20000 Erasron Contral f[ems 5u,6-T❑tar $ 3,46400 5U8TGTAt o(ALL I7'ElNS $ 47,20100 3°Io inflation from year 2002 tfl 2004 $ 2,874.$6 Sub-Total rncludrng rr+flatian $ 50,077.56 CONS7RflCTlON TOTAL {includes rnultiplier of 1.10} $ 55,100.00 lnspectivn 95 InspecLon ofi Drainage Facilites & Rvad 1 LS $ 6,500 04 $ 6.50000 lnspectiarr f[ems Sub-Total $ E,540A0 SiJBTOTAL of,4LL iTEMS $ 6.50000 3°k intlation frvm year 20{}2 tv 2004 $ 39585 Sub-Total rncJudmg inRatran $ 6,89585 INSPECTIDN TbTFIL (incdudes multiplier of 1.10) $ 7,600.40 GRAh[Q TOTAL (includes multip1ier of 1.10) $ 62,700.00 ~ fJffice of the Caunty Engineer Spokane County, Washington Date: February 25. 2003 To : Susan MurpYry CLG Associates. Inc. Fram: Glvria Mantz L1evelopment Engineering Seruices RE: P1985 - Royal Vigta Flease nate that the followsng informatian must be placed oan the face af the final plat. DF.PiINAGE LANGiJAGE : I7ramage easements as platted and shown herean, which are far the purpvse vf canveying and stonng storrnrvaCer runoff, and for instal]ing, operating and maintaming drainage pands and drainage faciliCies whrcFa dispose of and treak stormwvater a-un,off, are hereby granted tQ Spakane County. Spokane Caunty and rts authcrnzed agenfis are hereby granted the nght to mgress and egress to, aver and from all pubtic dramage easerrients for the purpases of inspection and emergency rnamtenance of drainage swales, ponds, ditches, culverts and other drainage facilrtzes, if not properly maintamed by the property ❑wner(s) SpQkane Caunty daes not accept Che respanstbrllty to inspeet or rnaintain drainage facilrties located outside of public nghts-af-way, except in cases where Spakane County specifically assumes that responsibility in writrng. Neither does Spakane County accept any ]iahility far arry faalure by the property awner(s) to praperly maintam such areas. 7he praperty owner(5) within this plat sha]1 be held re5ponsikrle for keeping open and anamtaining the surface path of naiural or man-made drainage flaw over and acxoss tbeir respective propertres. If the property awner{s} fail to maintain the surface path of natural or man-made drainage flaw, ar drainage facilities an private properties, a nntice of such failure rnay be given ta the property aNvner(s). If not corrected wathin the period indicated an said nottce, Spokane County has the nght to carrect the mamtenance failure, or haue ik corrected, at the expense ofthe property owner{s} 5polcane County does nvt accept the respons1bi11ty af maxntaming the drainage caurse on pnvate lots nor the rESpanssbility for any damiage whatsoeaer, including, but not lirnited ta, inverse condemnation ta any properties due to deficient canstructian andlor mamtenance of drainage courses in drainage easements on private praperiy. _ Any bui➢ding that 1s consxructed an a 1ot in this plat shal] be set at such an elevation so as to pravide positive drainage away from any drainage entry paint to the huilding (meludmg but not limited to a windou+ well, a rumdow unprotected by a window well, or a doorway). Saad positive drainage shall consist of a miraimum slape of 3% ar`+ay fram the 6urlding for a distance of at least 10 feet from the building `T'he lots slnall be graded so that either a} all runoff is rauted away from the building, and conveyed auer the 1€at to a natural drainage swale or appraued drainage faeility, ar b} drainage intercepted nn the lot is disposed of vn the Iat in an approWed drainage facility. All drainage facilities for thas plat, including any `2€78' swales, shalf be ccanstructed in accardance with the appraved plans on £le at the Spokane County Engineer"s Office. Any prQptrsed changes ta the appraved road and drainage plans must be approved by the Spokane County Engineer°s C)ffice pnor to conslruction of said changes. There may exist properties located uphill and adjacent to this subdmsion that penodically discharge stormwater nanQff onta individual lots within this plat. Stmrmwater runof£ fram nearby uphill properties shauld be expected, and durmg snow melt periods ar wet seasons the 1ots may he subjected to higher amounts of starmwater runaff than what is narrrrally observed or anricipated. Because stormwater runoff frvrn adjacent praperties have discharged onto this plat pnor to develapment, storrnwater nenoff will likety cvntznue ta do sa after develDpmenk. The property owner(s) within this plat shall maantain a11 natural drainage channels, drainage ditches, and all water quallty swales (`20$' swales) situated on their respective properties, and any partion of a`208' swale sifiuated fn a pubhe ngjit-of way adjacent to their respective preperhes, wnth a pernnanent ground Gaver as specafied m the currently approaed and accepted plans on file at Spokane County Engineer's Office. Nn structures, including fences, shall be consfructed directly aver or within a rnatural drainage channel ar tirainage ditch without the expressed written cnnsent of the Spokane County E-ngtneer. Spokane Gounty d4es not accept the responsibilifiy to inspect andlor maintain the drainage easements, ranr does Spokane Caranty accept any liability for any failure hy the lat owner(s) to properTy maintain such area.s. The praperty owner(s) vvathin thrs piat shall rnarntain any drainage facilities ]QCated wrthin the lods, in conformance with the approved plans on file at the Spokane County Englneer's C]f~ice and title notices with ILecardmg Numhers 4851887 anri 4851886 Mamtenance of drainage facilrties includes, but is not limited to, keeping open and cleaning storm pipes, ditches, dratnage ponds, swales, etc., replacement af drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf in the `248' swales 1ocated m common areas or fracts, with Qptional shrubbery andlor trees, which do nat abstruct the flow and gercolatian of storm dramage water m the dramage swale as indicated by the approved plans. The property awner(s) are alsa respansable for removmg and dlspQSing of the soil and grass sad ]ocated in drainage facilities situated withm their private lots at such time Spokane County deerns necessai-}r, and replaoing the soil and grass sad The praperty owner(s) shall be responsib]e frar payment raf all caaims and other liabilities which anay become due for said maintenanee respvnsibilities. If the property owner(s), or their successars in interest, fails ta maintain the drainage faciliCies in confarnnance with the accepted dramage pian on file at the Spokane County Engineer's Office, a nohce of such failure may he given hy the County Engineer. If not corrected vsnihin the pertod indreated on said notiee, Spokane County has the nght to carrect the maintenance failure, or haue it corrected, at ihe expense of the property owmer(s). The deueloper and property dwners waive any and all claians for damages against any governmental authorifiy ansmg from the constrisctnon, ownership ar maintenance 6f public facilities. This waiver includes claims af any nature, includmg but nat limited to person and real properky damages as vvell as any inverse condennnation alaims. PLAT NAMIE NO. 'p f q t~~M SrAUMcs " nATE - Plat Check Fee ~fl-e-eoz4 fr) k--~ 0 2-~ o - N,mter af r.ots r Road Miles (New) Total Area ~ I 4 d LJ `'1 s~-~~ M" f Norffi AmW ~ ~cale L,egend I I l~'~ Promdure.s 8z Equiprnent I J~ I Basis of Bearings P1at L,tcation By Title C)ff°icial Signature Blocics I I~ Surveyars Cezt'~f"acate + I ~ Raad Nuazrnnes Road Widths Adjacent Area Io[ & Block Numbers RfW IJedicatiQn n ~ designate[i ~f 1 Foot Strips 3 RPS on GLfl Corners I - 1A) Ttact X ~ I ~ ' LQt Areas Bench Mazk CTaseare DEI}ICA,'iT(3N ~ DescriptiQn (To Map) ~Description (To Cert) vwners Certaf cace co Plat l Foot Strips ~ l IA1- RID - CPR ~~ment w f A/ ~~s PrDr~~ited ~ C-° R!W Dedicatian I IJ14 ~ I]rain,age T..anguage r Drauaage Co►+enant # FloGd Insurance I I vu IA- 208 Bonas - $ 1,000.00 ea ~ zoa pLANs APPROVED L090 ,A50-- 3 Private Roaa Dnc. Ys Pnvate Road Warning Road Pims p 19~ 3~ In Road Bond Linprovemene Road I3ond Inspection /f 5igssed By Engineer , k\d\trgrarh5Lck4r00 I ~1 1 I'~ ' ' - ; ~ • . , _ . ~ri~~-' 1~ ~ , ± . . . . . ' , +I ~ c _ ` „ . . . , . 3, . . . ~ 3, , _ ~ . :'r,. _ ~ - ~ . • . . _ . . : ~ ~ . _ . . ,~.1. - - . ~ ~ : : . . ~ , .c;. _ - . . . • . ~ , . , ~ ~ ' ~ . ,.'it!4~_ ' _ . . ~ . ~ . . ...C! _ _u _ . ~ . _ ' ' , _ . _ « , ' ` . . ~ . . . _ ~ . . e i s . . . o ~ _ t ~ _ . ~ ~•L+ . . ~ ~ ~ t. c.,, " _ - a. u J < i . ' ' ! . _ . _ _.J r