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04-0161 Approved Civil Plans 03202006 (Dominic's Coffee) SEC.24 TWNSHP:I7N RNGE:lE W.M. Do~minic's Coffee Co -Horizon Mort a e 14845 SE Yelm H wy. Yelm, WA 98597 PROJF.CI' LOCATION N I ~ ~~~~ ~ ~ S ~%} . i ALtGN W 6f BBTN?+h 9E- g ~ i -EO]NAVE SE Y ~ j ~ ~ m~~ . 11 _~~~ ' t ~ w f . ~ ~~CeNAI RON ( , z_ a. a~ F g, ~ ~ ~~ ~r' 1 ~ NfYY .. - 4' ~, '~4~, CRRD4~ ' '_` \ ~i m+ ~~ j cy~r uj NE, r ~ ` 1 ~ I F-- • ,r1 Y' ~ ~ = ° MGU4iN4lURl f r - ' L ; a a J. 4 !six ors ~•' < ~ ~ I Y 1 ..~•~ 9 .d g g O ' I} r w`\ ~`'~~DIII4Ni6i Ef 2~ i 3l ~... 1~ .~,~ '' ~ s" L'~t~" ~ SITE LOCATION 14845 SE YELM HWY YELM, WA 98597 ' CONTACT INFORMATION +i1EL~tt~6E(~_,~ =~'~' f J OWNER Mike Brewer ~~;t-•~,", PHONE 1 (360) 507-1000 °--~ t~, ADDRESS 14845 SE YELM HWY \I YELM, WA 98597 ~` f 1r SITE INFORMATION ~P a ~ ~ ~~~ ENGINEER BILL TURNER COMPANY C&C ENGINEERING PHONE 1,(360) 438-0301 ADDRESS 4405 7TH AVE SE SUITE 300 LACEY, WA 98503 s Utilities Sewer Public Sewer System ,~, Water City Water v Electricity Puget Sound Energy ~• Communications Ycom PG m' Zoning Commeraal C 'n +< R. r ~ Parcel Number 21 72 421 0701 s ~y~e Existing Building To Remain ~~~~ ~' ~ Coffee Building 288 Sq Ft imlHYtgY E I-~I ` ""NC16 Developed Site Area 1 O5 Acres nn~'~, ~ ~~ ~ Proposed Parking 6 STALLS 5 xE IW'D '~' T~; ~< e~Z ~ \`h~~~s tt~~ .~ p 1" ~ o ~ VSDOT MONUMENT FND CFSE MON/VSDOT IN YELM, ON YELM qVE SE 6 93RD qVE 6 E O uacu ac = VEST OF CEN TER OF ~ 2 INTERSECTION NGV- 29 ELEV =3429D NOT q BCIUN-qRY SURVE Y FOR CONSTRUCTION USE ONLT LEGEND EXISTING FEATURES LINE TYPES SYMBOLS - ~` - - BvM1 Lae - - - Pm4iq SLrprg - - - 54ww [J FlRE HYDRANT Q T iF1EPHO4E PEDESTAL d~ ~ I S Q~ A/NC1104 BOX g t bymmfn immmM ,ym O WAlEF MANHIX£ . CmkrRro RaA Rroi Rprq-q•tq{ plpy glmm w ~- SIGH - - aeMml. Roae Pser _ ax„n rM LM Gly Caunb Sfde BaYMry Poser - O.erAwE irve RoleROn ~ WAiER VALVE ® iRAFFlC SIGNAL PME - Contacn Wjor Ropcl ftuMry Walm Lm (W (S'n)) dm Q TRAFlIC LCNAL PEDES)RIAN NEAR ~M Yirror --~ Bsorvg lam -e O O e•~ ~ m O SANITARY SEWER MANHOLE v9 !~ - - Ocn uq Mtm P~Ay Dwim SMM LMe PMn pa~9• Brw ~ _ Fa ~L0i1 I'P° ~ CATCH BASIN v MAM1BOX x -~ POLE ANCHOR - - CEye of Cwxrele Sh6 - - - RW Gty C w b Rmd - - - CJge of Growl - - - RM l6pnrry Az0 SPOT ELEVAnONS a m ~ s ~ ~m9 -0- unurr vac Aye - - E .m - i R m~ tiv . TREE rCP^,Tn) [~ Cmnd Iarce ~ X ~ Po4 ~ ~ Y ~ - W mmry Q- CUY PaE ram oPec xem Ln - Plmmw P IOa00 ~ O POWER POLE 4`lt TREE (DecMUOUSf - {-- - Oxmc ark SldwW'g LEGEND PROPOSED FEATURES LINE, TYPES SYMBOLS BrwA Lm - Poievq SV4xrq SAewN Y iTRE HYDRANT +~30 SPOT ELEVARONS pe16y door PMI Powrnenl Dexm[an StpmMm Ppuq N WA iER VAl VE BWroer Blocb Pbm - O.arAea $IP'mevlel iraaNeM Am 1 - +i TREE (CM~fm) +~ Cm1eAm Ral Raetl PM q-BwieE PMro Slrmm l' V CenleMrc Rae] Poor - BurwC iM Lm • SANITARY SEWEF MANHa.E Cmloua WIm Pom - bxneaC Ilw Pro4cfm rmr roM, Ymor arep.+ ewe*~ wa. I.~. Pu SseeN ~ CATLN BASIN ~ mtc Sox+a+..,s) ~ _ _ _ / ~ ~ ~b ~~ ~ y ~ ~ ~ ~y~ ~N Din oM Omer Men PrypnfyW WNerIY MM1r Seel,m LM WI1nb ~ WATER METER pvNwgs Bem Propmly $edem Lwe 4,. Eaeemml Lnm ~-hbiRiq V POST INDICATOR VALVE Eape ai CacrHe SME Relamy WuA - - - Eaq of fund ~ ~ TRW Gly Comty RmL ^ FlRE DEPARTYENi CONNECT , ' Ea6. of PmemeN ~ ~ TRW Hgneq ® ef ~19 ~ t N DOUBLE CHEdt vALt£ on mu -S t Ba h W t ~( ram OPne ~ ~ e DoNry H ' STREET LICNi ASSEMBLY +~ Gw Svem Ims - Pmeua I ~ IOaCO , ~ plMla mtl Sedmp 1 SIGN t APPROVED FOR CONSTRUCTION BY ,e d--. DATE: 3- z°-° De elopt~ meet Review Engineer APPROVAL EXPIRES: 3- z °-~~ INDEX PAGE 1 COVER PAGE PAGE 2 GENERAL SITE PLAN PAGE 3 UTILITY SITE PLAN PAGE 4 UTILITY DETAILS PAGE 5 UTILITY DETAILS PAGE 6 UTILITY DETAILS PAGE 7 PAVING SITE PLAN PAGE 8 PAVING DETAILS PAGE 9 STORM WATER SITE PLAN PAGE 10 STORMWATER DETAILS PAGE 11 GRADING SITE PLAN PAGE 12 EROSION CONTROL SITE PLAN PAGE 13 EROSION CONTROL DETAILS 1 R• SEC•24 TWNSHP•17N RNGE:IE W.M. z g g 0 g T n T AT DVNER~ DAMS JR, YUNG C 6 FRANKIE OVNER~ CANOIOTTA, JOSEPH A PATRICIA ` PARCEL p~ 21713 3 4 0 4 03 ~ EXISTING WATER LINE DWNERI KITCHEN, JAMES A O a ~ o n n 0 n ` I SITE r LA1 \ PARCEL kl 21713340405 . ' PARCEL #~ 21724210104 ~ m m m e FH / ,~ T=~ ~~~31e..:.~.-Wis.-~.:~.~se.~~e~.yn..~.x~..r~. EXISTING SEWER LINE I ~ ~ ° ° e L lz 00' ~ ~ ~ v, ' ~ m / 11 ~ ~ ` ` }~ S-S ~-3-S-S-S- S-S--S-S-S~ -S-S-S-S-S-S-S-S-S-SS W ~ F m° ~ S-S--S-S--S-S-S-S-S-$-Q~-{}(b ~ S ~-3^~-S S-S I3 00, 1 -- ~' y - - - PRDPDSee - 4 - - - I - - - - - - - - - o 2 '" w o ---- ----- ---------------------------._._-_._ `--------------------F- -- asA4-_ _- 2~'~~I'___ __ _ _________-__ -- =----'------------T3f>3P---------- --------------- --~------ -`~~-fR~3 m =___~ SEWER ------- - 15+00 irrP) o ~ 16+00 1 17+00 1 " < \ b b ~ w o ~SAdNnIF --___ _ ~__. ~ _ ______~ oRPLANTO _ ~~ I~ I __~__._____________ n c ~ a W o o cx. a ___ __ _ .-~-_ _ ~Z_- _5---___-_-__ - - _ _ SEWER __ _._..______ ______.___.__\LA6UE._[;E}X_____ ________ .___________ .. OSED VATER LINE a __ _______. PR& _ _ _______ _________ _ --.. MONUMENT SIGN ROPOSE- EXISTING __ ___ ___ ____________ _ _ _ - _ ___ __ ____ _ __ ___ __ _ _ _ ____ _ _ ______.-.______ ____._..._____.____ ____EXISONG R/W____________-.. _._________ ~ ~ ~ ~ _ _.. _ .. . .. .. .. . . ... .. ` "T"S~Y~i ~T"T~~Z ~s~~ ~ . .__ _ - I + 7 FFi r i -~ I p ~ _ _ _ _ _ _ _... . _ . _ _ 1~..~ e.-~.i~c.~ ~ z - ~ ~ ~® - - - - ® ~I ' XISTINC~~ t I ~ / ~I / • ~DEOIC TED R/W ~ ~ s < \ PROPOSED, 24 RE 12' \ / SSO PROPOSED dY/34500 I ") / / /• € 5' IIEWALKj- -' I ~ / / f I FTYP) ~ ` , ~ I PROPOSED STREET TREES i 3 ~ ~ ° ~ x / / i / _ STAND I II ~ / I ~----------- N / •. EXISTING TREES ~ / / TO REMAIN w ¢ w ~ a ~ 8' 1.ANDSCAPE AREA VITN 2' SWALE FOR STORM4\ATER TREATMENYI I /~ ~ Sq' / / .• I 45 001 / / EXISTING URBAN ARTERIAL o b(f~ °~ ~ W \ LAN-$CAPE AREA f / / 25 STRUCTURE " •• FFE=345 20 / / ~'~ F ~ WGDOi MONUMENT \ f NN YELMSEON OYELM AVE SE k 9}RD AvE \ f DAN TM ~ \ I « E / ~ ~~ ~ ~ / - ~ ~/ • PRDPOSEOTYPPTIC LINE , / i / ~ RAW I RAW 72 ~I ~ N ^ ~ N ~ v~ico O ~ SECOON ~ I CENTER OF INTER WEST OF 2 NGVD 29 ELEV =J42 90 ~ ~ / 0 s_~~-s / tG i0 ~j a v Sti Q O ~ NOT A BDUN-ARV SURVEY N USE ONLY CO STR CT ~. / / ~ f ~ LAN CAP AEA %,.( J _.• o J ~y I ~y c 8 e ' S tt b b a m 9 a c c ~ ~ ~ 0 T3~ F cn N U FOR IO MUSTE UAL 1^ 344 00- - - I '~ ,( • EXISTING TREES ~ /rtQ ~• TD REMAIN m o D F ~ ~ o ` x F = m ~ al ~' m ~ f ~ ~ ~+ °~ p ~ o u 2G TO='=2O , / ~ / / I ` I ~ a i n A i n ~ a ~ nR1E5 a : ~ l / ~ . ~ ~ - 4 ^ e b _ ~ 1 9 ~ ~ g 9 > / ~ PROPOSED SEPT TANK vnRlES I _ - I ~ ^ LANDSCAPE AREA / I • /i ~. EXISTING SEPT TANK ~ z I - / I TO BE ABANDONE- ~ ^ + • Jr • 0 NERD ATTWOOD, LARRY E ' / ~ a / PROPOSED PARKING ~ • ' J I L G 25 I tGx ro, ,2x 2x 2 MAX' ~ O N ARLEL #I 21724210702 • • / p3p0- ynj ~ / PROPOSED _ JiETEN IDN BASIN •/ r M PROPOSED 10'x12' DUMPSTER PA- ar T- ti t-cruENi CaCI BMRIER GIRB ANp GUTTER y ro yy..~~ t' G CHr ~ ~ O N i S O ~ r ~ a ~ / / / 1000 BUILDI NG -" G N 1000 BUILDING • SETBACK / ~ SETBACK / • / ~/ ~ GENERAL NOTES U_ O [7 ^ G ~ ~ f / . f i / / 1 NO SON STREET" PARKING PERMITTED rr~~IO< O µ'I J f, 300' YELL RADIUS E%JIS LNG / • / / • / • 2 REFER TO RELEVANT SECPONS OF THE DEVELOPMENT GUIDELINES FOR ADDIOONAL INFORMATION ON STORM DRAINAGE STREET PAVEMENT STRUCNRE ECT LIGHTING Q ~~ HO/$E / / / ~ •. , , / f(i l / f / / OVNER~ SCHOOL DISTRICT / / • / ~ / / • PARCEL k~ 21724210500 / N 1 ~ / ~• I / / r Dominic s Coffee Co -Horizon Mortgage APPROVED FOR CONSTRUCTIO BY:~a~, DATE: s-=. -° c w'° °°"'~°' ~• L loges se rdm TTwy rNm, wa sssP7 D velopment Review Engineer • / ~no8 ~emm~r,~ I,RI,N~ SHEET 4D COD • • ' /• ~ CALL 48 HOURS BEFORE YOU DIG SewuPubi¢SewttSysrem Parvd Nnmbcr 21714210701 E,,,,,,esB„dd,og iex~m„m "'°'=`~'ryW""' coo«©N,mtNB zsas9 F< <~~ m~~ ~ a~~ APPROVAL GE 2 of 2 • . ' , ~ Developed Slte Area 1 03 Acres EXPIRES: 3-Z°-~~ SHEET No v 1-800-424-5555 ~~P.~B 65iALL5 2 of 13 SEC,24 TWNSHP:I 7N RNGE:lE W M `0 ° ^WNER CANDIDTTA, JOSEPH & TRICIA OWNER KITCHEN, JAMES A g $ $ . . CONNECT TU E%ISTING A i S • PARCEL #~ 21713340403 ~ PARCEL #i 217242101 ~ . 04 SITE PLAN 0 ~ _ m m ~ 0 YUNG C & FRANKIE vATER MAIN ^WNER DAV[S JR D , EXISTING WATER LINE `s n , UT 2 PARCEL # 21713340405 H < r ~ i T 2 THRUST BLOCKING (TYP) L p m \ VALVE BOX ~ ` F UT-2 ..~..~..~..~~. ~~,®.0® ... =~ W V ,.~ ~~•(8ovrrit~... Y~-:J~S.~..Yi~. XISTIN -..ice.-.~' .-.~It~L.-~(9.~L9 -.YIL-.d+S~.. 3 'd F m i m ~ W PVC VATER PI F` 8' DIAM I m / `E G SEWER LINE ($T 144600 270' RT L / FIRE HYDRANT I2~DD' z vo-i ~ c ~ ~ ~ a 1 -S-S-S-S-S-S-S-S-'-5--~-5 ~2 S -S -~ S--S-SS- S-S~ S-S-S-{S -S-SS-S-S-S-S-S-SS ~ w O -S-S I3 40' 1 - K w ------------------ -- ------------ -------- ------ ---- --------------- -------- --- --------- - ° < ~ - ________________________ ______________ ____- ._.- -____ 3 AQ=.-=_m .~ °°-'i~~~-=___-__ -_,.___ __ ____ ______-_ __ __====~ ------f-- Q ---------_ -------- ------ ZC-+i7~ JIETER.P.LACEMENJ________________ ___~.____ _____ _ _ __________________ ~____ _.~__ _ _ _ 1_ --- - - - ----- 15+00 ~ 16+00 _ _ _ 7+ 3 z ~ ~ a ~ ~ o ~ T3fYi Y SEWER 1 00 a ~ ~ < 0 0 3 a __ ______ __--- ~4.ac __ ___--_~ _ _1 _____-____ -__-_ -___ __ .~__ __ - _--_--_ -E ~'~ '~Qt ~ -- ~ f ----I------ ~ SEWER m _ _ ___ -___ ____• ____ BETE o _ _______________________________ _ _ - PVC IPE DIAN ~u ____________.____--__________________________________________~[AE1Z€__gpX_____ _________ _ _V TE E-______ -_ _____ _~- m - ____._____. _-__ EXISTING ~~ F CONNECT TO E I T]NG _.-- -_____ ID F _______ __________-_______ _____._______---.__________--_______ ,~ __-_ ~ _-__-__-__-__-__-_ ` \ ® PROPOSED ~/ MON MENT _ J -~ _ ry ~ -- ]"'~ I ~ DO''11,^,L CHECK / / PROPOSED DEDICATED R/W ^ q ~ o ~ ~ < U SIGN WSDOT MONUMENT ' i FND CASE MON/WBDOT / 1' VATER LINE IN YELM ON YELM AVE SE k 9}RD AVE ~ DATU T- BUILDMG SE R/W MON POINT FALLS 11 SOUTH & / \ I / / ~ UTI3 4 I VAL`[E ~SSEMB 34500 I " / I / / PR POSED E~STItVG I \ / E%ISTIN 5' S4DEWALK DRIVEWAY I / T (TYP) G TREES ? 3 w ~ ~ w 0 ~ ~ ' 2 WEST OF CENTER OF INTERSECDON LANDSCAPE EA NGVD 29 ELEV=}4290 ~ y O REMA UTYP) ~ I "---------- / • • IN (TYP) > w ¢ 5 w m k < o ~ ~ NOT A BOUNDARY SukVERY 8' LANDSCAPE HUFFE ( FOR CONSTRUCTION USE ONLY OSE' ED 1/2' PV V TE / I j LANDSCAPE AREA / H CONNECT TO EXISTING • UT-3 SEVER MAIN ' ~ / PROP C A ~ LINE TO ESPRESSO STAND / MUSE CpUAL 1" $4 / • / EXISTING 25' 1345001 ,•y `''V • ti / ~~ ~ PR POSED Ham,, a 12' 24 RESSO ' III(' ~ STRUCTURE / • TYPICAL TREN FFE=34520 ~ ~ UT-3 ' l CH ~ H..~ y,., U x m B Il 10' ""'II"I 9 ND ~ j / i NEW 1' - ~ ~ ~ o / / S'-- s •/ PVC SWP 40 ~ O U.,.. op SEVER CLEAN--UT~ / PHASE 1 ° i- ~s • r'i O ~ o 26 TYPICAL WATER MAIN L r ~ / TRENCH 6 BEDDING T / ~ • CONTROL PANEL FOR CONSTRUCTION NOTES: ~ /® I • DUPLEX SYSTEM I /~ 1 DOUBLE CHECK VALVE TO BE LOCATED NE%T TO THE WATER ~ ~ M 3 ~ G an U _ -2 ,344 00- - -' / ~ _ Y ~ l~ • PROPOSED HOSE HIB FOR ~ METER, BETWEEN THE WATER METER AND THE STRUCTURE S ..ml / ~. I \ SEPTIC TANK MAINTENANCE / • I 2 SEPTIC TANK MUST BE A 1,500 GALLON TANK, BUILT HY A LANDSCAPE AR A / O NEV 1,500 GAL DUPLE% TANK SYSTEM MANUFACTURER LISTED ON THE CITY OF YELM APPROVED I / OT_q RIM ELEVi 34452 MANUFACTURES LIST • ~ ~ I TOP OF TANKS 34244 / ~~ o ~ FL IW 34152 3 / ~ FL OUT 34302 G SEWER LINE SEPARATION REOU[REMENTS A LINE RUNNING PgRPLLEL TO WATER LINES 4' PVC SEVER LINE • TD ESPRESSO STAND • / ~ SEPTIC TANK COVER • UT-3 / U A MIN HORIZONTAL SEPARATIDN OF 10 FEET BETVEEN SANITARY SEVERS AND ANY E%ISTING POTABLE WATER ~ ~ ~ ~ • • LINE AND THE CROWN OF THE SEWER, SHALL BE U OWNERS ATTWUi]D, LARRY E PARCEL #~ 217 2 4 210 7 02 • / QO- ~ _ . v3p3 I CONNECT TO E%ISTING / • UT-1 SEWER LINE MAINTAINED B LINE RUNNING PERPEN-ICULAR TO WATER LINES U SEWER LINES CROSSING WATER LINES SHALL BE LAID ~ (y y W C ~ ASSUMED PROPERTY ~ / ~ 1000 BUILDING SETBACK BELOW THE VATER LINES TO PROVIDE R SEPARATION OF AT LEAST 18 INCHES BETWEEN THE IN RT OF THE p ~ O ~ LINE RYP) EXISTING SEPT TANK TO BE ABANDONED / / / / N PER TH RSTON UNTY VE WATER LINE AND THE CROWN DF THE SEWER . (, y y N C / / • 1000 BUILDING / / /• UT / 6 CITY OF U CO PROPOSED REFUSE -3 CONTAINER STORAGE AREA YELM REQUIREMENTS q) THE ONE SEGMENT OF THE MAXIMDM STANDARD LENGTH OF PIPE <BUT ND LESS THAN 18 FEET LONG> SHALL HE ~_ U N ~ SETBACK / USED VITH THE PIPES CENTERED TO MAXIMUM JOINT ~ G i / / ' ~ / SEPARATION ~ O x / ' / / / •' ' / 8" WATER LINE INSTALLATION Ca 100 WELL RADIUS / / ~EILr•IHO SE / ~ // TO BE INSTALLED PER W S-OT GUIDELINES ALL PERMITS FOR CROSSING SR-510 WILL BE CALL 48 H 0 U R S / •,• OBTAINED FROM WSDOT BEFORE YOU DIG I ~ / / / ~~ 1-800-424-5555 f ~ / ~ DWNERi SCH • ~ / / ~' PARCEL # EOL DISTRICT 2v2a21osoo APPROVED FOR CONSTRUCTION ` / •' / .~ BY e -~- DATE s-za-o~ velopment Review Eng>neer ~w,>A, ~ • SHEET ID COD ~• APPROVAL UT 1 of a /~ EXPIRES: .3-zo-o-~ SHEET No 3of13 I/{° YETER epx AMEN[ UMf VALVE 31 R"-3' WLC A I0.V2R BALL v4VE INRa SICP) VALVE Rpx OR 1' OLL WC RISER JFL DfTAN 0-1] CHECK VALVE 03" W d Ye j NTX PRCK JOWL [ iFIWE IP T1R[WE Np{Ey SERVICE 9AOOlf I $TAINIESS 52EL IHSERR REQUIRED i0P ALL iKK ANNfS z Au $ERY4E sR001E5 sxxtl N.rtt RuWER OISKET ANO IP 1NRFA05 CITY STANDAPO FOR COPPER SETTERS ARE 1 1/T~ -FORD VFX 66-ISnl3 OR EQUAL T - PoRD VFH ))-15x0 OR EQUAL ~~ CAP . . cxzcK vuvE vuvE A E PESEi B 13• 8Y-PASS VALVE W/LOCIU&[ CAP BE4 RERVCER 1 lIz"-]' Ya1E AOAP2R CITY OF YLLM WASHNGTON DFPT OF PUB LIC WOHKS 1 i/2" TO 2" METER SERVICE PuwJC woRKS NRECTm pATE 6-3 Jos N cw nnn TEw TEw TEw 3/15/0 Top vlaw ePeroling nW C ~Umlfa of payment UT-2 C\'i+ttS' •gmer anlele Bonnet Pelnt Hyerent 21/j HO» ce nectlon HYDRANT OFFSET bun YRllew HIBh ~-wNM1 Inwces n I 8' rsr lhwgea se. x Iw box e Stars depter ~ elve Aem ea1v0- S-3) w/SL cap fi-11 cmune Steneplpa -~R C PD 6" Flopped lire 3 NIAmUm Dytlranl lee ~r : `6" clo» .~z eueule men plea cu 10 lenpfn 6° Bole valve FL X MJ s.. note D.low vgHw {"x6°x16" conmele block xyargm .nPe Beckflll to lop el eroln dnB Hominy plvelle DvrNar betwwn Della wlln Y wvaMe rook ca anown inrvel block ena lee 6 x 6' anaet of It mil DImfIC er - afrvcflvn foDdc, cevsdny 2" wvabecrocN Cencrota Ibual Dleck NRlO ceaf-in-Place g9oinM IINInO only 1 ~ dronta aholl be locafae In emgne, wgn s.PDOn 6 o6a in ndtllllPn, a minimum tnm foot welua unObalrvcba worklnp Pnc spell CITY OF YFI,M WASHINGTOI be Dwvleee around PII by .Onto DEPT OF PUBLIC WORKS T HYdwnt shell Da Dreawr M k H calmeon,a o. clo. w.e,l9onMUS°°' FIRE HYDRANT 3 Cab vvlm anon bw mlllent wsdee NRS with 0-Hn9 style Valve ends snail AlreRlovru be N»henlevl ^elnl by ANSI tlanpea Voly» aholl ce tomn to AWWA 309-80 pUBL1c NEVx Volvea Hall De Muetlo MAH Kmneay, wn IJTS~px Clew R/W or WRNreuv Seeiea 500 TEw nn6-7 ~-~ $ ~-_ROIC~E5RSE0 HANDLE ttPE ~ C fIT-2 { ' INLAND FOUNDRY 268 fi 3 a VALVE BO% WITH YELM 3' x 3 a° ID" B 3/a" WpiE0." CAST IN UO CUSS 3000 ~_ CONCRETE PAO SECTWN PIN13HE0 GRADE OUTSIDE PAVED AREA 6° ~ ' ' ' TRACER WIRE SEAL WITH 4R/OOOW rc ~-6° SOR 38 PVC SEWER Irv n PIPE CONFORMING i0 4STM 1 0 C9TCA, l j 1 II OVERBVALVE STEMERED BE OS' CONCRETE CL 3000 INSIDE PAVED ROADWAY NOTE. . ALL VALVES MUST HAVE to GAUGF INSULATED COPPER TRACER WIRE TIED OFf Ai VALVE BODY GATE VALVE SHOWN-SIMILAR E%TENDED OUTSIDE PVC RISFR PIPE THEN INSTAWTION REQUIRED POR E%LENDED ONE FOOT TOP OF VALVE BOX BUTIERFLT VALVES VALVE STEM E%TENSION LEGEND Q VALVE OPERATING NVi OR I )/8" % 1 )/8" % T° HIGH CgAOE STEEL WELDED TO RISER SHAET CIfY OF YELM WASHINGTON O 3/16" Tnk X 5 1/3" DIA STEEL DEPT OI PUBLIC WORKS GUIDE PUTE WELDED TO RISER SHAFE STANDARD ® YX2"X 3/18" SQUARE STRUCTURAL VALVE BOX STEEL TUBING TO RT OPERATNG NUT LENGTH AS PEOUIRED ueawEn pxD No NOTE 6-1 1 ALL WELLS TO SHAR SHALL BE 1/C wWJC wanKS MRECTDR DAre RUST WELG ALL AROUND Ices ap pre ~_ Trw TFw RFw 3/15/00 THRUST LOADS .mlwmr ®nr wa THRUST Ai FfR ING9 IN POUND S AT 200 POU NDS PER SQUA RE INCH OF WA TER PRESSVPE PIPE 9D BEND 63' BEND 3-1/Y BEND 11-I/A' BEND DEAL EHD DIAMETER OR TEE ' 0 { 3,600 T 000 1,000 300 2,60 / 6' 8,000 a,a00 2300 1 100 3,)00 UT-2 ~~ B" 1a 300 J,)00 {000 2,000 10,100 10' 22,300 12 100 B 200 3 100 f 3,90e ININ R49LL lY 32000 I>,100 8,900 {500 22,)00 4T.pIIl[e IC {3600 TJ fi00 12100 8,100 30,800 16" 3] 000 30 800 13,]00 ) 800 b 300 9VFwRR4 - giwRiJwJ NOTES I BLOCKING SHA4 RE CEMENT CONCRETE CUSS 3000 POCKED W P4CE AGAINST UNOISLURBED EARTH FlTBNG SHALL BE ISOUTED EROM CONCRETE THRUST BLOCK WITH P43TIC OR SIMtIAR MATERIAL 2 TO DETERMINE THE BEARING AREA OE THE THRUST BLOCK IN SQUARE EEET (5 F ) E%AMPIE 12° - 90• BEND IN SAND AND GRAVEL !2 000 LBS - 3000 LL/s F = 10 J 5 F OF AREA l AREAS MUST BE ADJUSTED FOP OTHFF PIPESILEPR65URCS A4D bon corvD¢lorvs J BLOCKII3G SHAILBE ADEQUATE TO WITFISIANDPULL TESTPRE55URC AS WELL AC TO CONTINUDU>LYMRHSTANOOPERATIN4 PPESSURL LNOFR ALLCONDITIOR>OF SERVICE' SAFE SOIL BEARING LOADS RLtu rwT lrmlr Yra arwN ~ ....--.^ Buoc ~~~~ 11L.KR MRE (YF 4YNEFAL wA i(A NOR$ NO r) _L E" NIN O' NIN ~ \~/~~ UNINSNRBN 56'l NOTES t /pply mNA YJS 9iYJ F //46 4 -r /S ePA9n Al WNCOW KMR z Kw WapM 6WJ mrmTmwam ~,wwwWLrmvwW wwRM wmR rz6xu SD4A41LLrIR i»I Mesa ivBM Un %gxbam umwm6wasE3nwsE wrzwE rRwLWe misty sRmmv sff Am sM¢ Rar R u LvwPn MAnr mwrr WTE lWl &Wal Wb94 9KLL L[ AR®W N1L'd 911Yr M W WN A19ff.1R BULL 60.MFS 3 W ANM~L W1l9r19W1(9!~ ~ 4{mL091 dlr IIr 1K0•Y MMW,T wLL 61.M11 M K PSF A'D 1 I/1-MII IG 0.CIIF RDI M. R6Z WIM WRHVS W56V®mlWIlIDIA9(BI rT p1YAWI0~IDrl wPM®iC 9lUL YLr flE ~I 3 Rr'OEM .P(dGAM 9pOLM6P R[RLLAKSEF6 ~wr arppu - HmN Dsu,wl w[YLwr-M,rs PR HEtlENIC-Pdtlyy SOIL SQUARE FOpi DEPT OF PUBLIC WORKS vn DEPT OF PUBLIC WORKS MUCK, PEAT 0 soFr cut I o0o TYPICAL WATER MAIN sArD 2,DOO THRUST LOADS TRENCH & BEDDING SAND k GRAVEL 3,OD0 vaocru pxp lm OvEn we no SANG 6: GRAVEL f000 AP rvR p CEMENTED wrrH wfiuc wpRKS nRECNR PATE 6-1 4 CLAY w&IC V.G'IK$ gRECIIXI OAIE 6-~~ HARD snALL ID aoD pas EKp PA roa v ~.,, n m __ ,Fw ww TEw 3%IS/oo n IEw UWTEw TEw 3/13/00 RTC Y4K iFE ,,, a~; APE o . T- r D DEN511Y eKmu~f`- z' IOTI OF 1PENCN ppJ10 BRICK SVP cpxcRtTE rxpusr NOTES 1 II MIL PLISTIC OR CONSTRUCTION fABR1C SHALL BE WMPPED AP011ND PIPE ANO FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED T CONTROLLED DENSITY BACKFILL 13 A PLANT MI% CONSISTING OF 3100} SANG, a30JI WATfR AND ONE SAtK (9{~) OF tfNEHT 3 MJ CUT IN TEES SHALL NOi BE PERMITTED 6 SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALL/.TION CONNECTION TO APPRO EXISTING MAI pw~xp mar wove n~,r..,w n.F 6-10 l1 P% ~` ~1~ ?r~ Y TOP IEW TOP IEW i0P VIEW I ~~ (HN c61DE VIEW I :. ~' ' ,( WYE ~~ TEE SIDE VICW CROSS SIDE VIEW GATE VALVE HORIZ BEND ~K% H% P a~ ~P }9v °N% ~fl • ' I Ate' iV" TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS pLUG OR CAP UT-2 45' - 90' VERTICAL BEND CITY OF YFiM WASHINGTON DEPT OF PUBLfC W02K5 Nopfs 1 CONCRETE THRUST OLOCKIHG i0 BE POURED AGAINST UNDISTURBED EARTH STANDARD BLOCKING DETAIL T PUSTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS R FITTNGS ,vvaovm pup ~o J ANCHOfl REBAp SHALL BE 5/9" MINIMUM pUeuC xORKS bRECmR pA2 6-13 DIAMETER pu oes exn . Hw rzw EC mw 3/iS/00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 5EC:24 TWNSHP:I7N RNGE:IE W.M APPROVED FOR CONSTRUCTION BY: ~ ~' DATE: s-Z~-~ ~ D velopment Review Engineer APPROVAL EXPIRES: 3- za -~~ O m_ 0 o mm~ ~ F ~ ~ F s < E W o p LL o z 3 ~ ;~ K W o ° ~1 ~~ Q~ ~ ,~ ~ ~ - o O U°~ 00~ `O3 M _ v O U a a 1 r~ ~ V 55rA~~,~ cl-I ~~I ~ U /~.-I v y Y _U N ~ Q O IT. 4 T oeKlaMr I SHEET ID COD ur20fa SHEET No 4 of l3 un Ax0 sIEEVE sIMU es SUMgptEO xN0 RKKFIUFO A$ sN3wx rcww-marr SEC:24 TWNSHP•17N RNGE:1. IB . e- x NEiER pX 7 UT-9 I4~ VALYF WX OP 1• DVt PVL RIAR SINGLE METER BO% PLACEMENT 9N~~ e x Y . .. .. Iz ^! . r ALVE BBX rOp SIDEWA1l( OR-~ ipAiflL lEiIIN45 SEE DWG MO R-IS ~ I• usE f Du ux[ou1F b PYC 11' P zb ] e• uEtER eox -~ f DIA Pvc dsEx-\ ^o DUAL METER BO% PLACEMENT F lLG~ t,a Iz• -_-_-l: 4• vu ecxzvDle b Pvc-~ I%' IS MAC x VALI£ BOR gICH HQ B10 Cfl EWAL W/ CpKA MAgxWC i0 gFlp '$EWi .Ae~E sEE gLSimAnax PwrsN a. i /~ ~ ~~ ~/\~/ / ~ /I \ SEMP uxE PIPE BEWWC rW FtFf]elE RPE F0 /R CIR u 'r+y0 1 I a Cp1CIE]E AIH t 3 mm LENiFAm Gn ALK LIMING WPE BPING m ./ a_eas Eat wev sin sparAtt M veAr.. 90x (w i jn i o i wrt vuxt u .I a l E o - S-µBAas PIC EENFR NAIH ~ w xoi_ w~sn e' uw -I ~--- pA.% FF ~r ti, xMglP1RBED !qL cvxcREm wPgvRi DLOCX raq ALVES a Mq V.AI£P tlorF~ vAU9s upr aE eEU + eEu A] ixE wnmpcr0as vRnvx -PIPE 0.D YM11' %tt5511pE 3a GRANtt RESTORATION TABLE 1 Mp01~ ~~ ~ v : v R , w . a lw,s • ~ O ~~ ~ f fia:I ~ N , 0N.1C1 S xTi WS.NO r Wx NMaL v Ac urscr a.wxL m«w'~* ~"~ma O+G PuNi BA4 ~ 9MM' N Oa ~M P^ I® 5 V Wtp EROIC Sx[9i g.p]gL Yxml W[Iw9 iMM M~EV+v/YEWWI CUOSIE TMNE6 NPMNWR RYTIIE NW 644E ~/ ~^~ x..I.e ~ rcw mN4 suuz~ uwn-vn .v~c + ~ ~ mm.cr ro rw a~m~. ~xzrdsm] .eB x/• mro ~ w wea.L a p1 4r o s a imm OI[. 0.V9.'d Mrtt rr~W TYPICAL METER PLACEMENT u9POVm Gan No Pueuc xwxs uPECraa DArE 6-6 ors >+ Exv o rEw nP~ rEW 3/t5/0~ uiri L~LIm xnGmva~in'ai EWA MpnNwG m Ruv sExsa• xa-moot ARUS) ca Ixaumv LaPm mxlnc wgrc La mxxc xuE rw swNa rv SIFP M1W ] +I AEW ~ V t : J r azawm P L~ qJ A Y eµ1 v4Yr. A . A J J 1041 VI1K A + A I' PYL XIFRF, 5L + A ,~+MMN qA PAC PEaaxc tEE A+A+M aR PIPE swue - xG16 9~ CITY OF YELM A°°f" DEPT OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION wvgoata oxc na 7-2 Pualc xwRS aPCCrva oxm PM% PM% MTO 4/11/00 w„~ AIm R+eIE A E m_.vall-.r M~xc vin xx~PZ" a °jm amN".i I`N` TYPICAL SEWER MAIN LINE GATE VALVE vPPOVm vwG xo ......,.....e ,,._ 7-21 M UT-3 TYPICAL PIPE TRENCH AroNOxm DNn no .,r ...,...~ .._ 7-3 c xpma a eAdmu wrxcrm ExaxEEx InN DS LL iAVxs As PEA DnAN m u4wrpcruam s aECOUMEav.na MNIdEKR IS NIME SIaIHVIIi CONCRETE TANK BEDDING APPgoXZO vwc xv Puuuc rvoa%s dgccrw vnrz 7-17 PM% PM% MTO 4/11/00 z G O m z o Q ~ ~ ~ ~ W V a O ? 3 (C W rc p r W S w s 3 W > w ~ n o ~ ^~l1 W ~L ~ ~ O U•~ O 00~ `° 3 M N O U a ~ x 3 4 8 5 4 2 UT-3 i 2 5 -6 3 1 ~~SETKC YNE ] 9C IFMo ] umvx . xlPPlz ~ SxDi-OR Y4YF aECx vgvE (v s x s ArrRVVCq) ] REIIFF VALYF e rzsrs cELXs v vRAlx m wrudD R ux~ xom ~ Pwsx na uxa wroP so xrscALUs e DuuErpp Or me xxv rlmxas = nwc .o c RLEFA ro oEVEUPUExr wlvwxES urnoN a LID R-S rGP NRMER wfORWiMM o ro Nor IxrAx. w ARDL suexw m nacvwc O N ~ ~ N ~""' O U ~ .-. h U U O '~ C~ PROFILE C r. ~~I Q WI Q CALL 48 HOURS BEFORE YOU DIG p t-800-424-5555 TIN REDUCED PRESSURE BACEFLOW ASSEMBLY FOR 2° OR SMALLER .m auxn NrM DVer.+GR ore 6-17 Drx Xsa wre APPROVED FOR CONSTRUCTION BY. ~ e -~- DATE. 3-Zo-~_ D velopment Review Engineer APPROVAL EXPIRES: 3- Zo - ~~ SHEET ID COD UT 3 of 4 SHEET No 5of13 PLAN GO %PE (SELTM B-0]I! M]9Gi 189A SIIHOARD WELIi1LAM%IS) ,IP~fI,s ri lO tlwKEiRPIIE tl LN PP69AF lV MW Ron r UT-4 mXmc'"azrwni°"uws WuwP"xprvs"r'i+Lm~i iw awovu aECmeu mu¢ mx wm ave an xu+~:m~s,wL eeae mwno ... ~ munxwNoP~x mew ~a R.vxmt Tr cawn~_ w~~~ I~ , J/, Er Ofi'WIr sFA E a sa. ~ E x55FMRr M,D FlMg1E11 GN.N UT-4 n e.u ~XLw µ ]0 0 PISA L BE wnl ,] w14 pA R6PID PK 1 M xE6flExE i w, n an mr NrsEn m IIMY nIa ~ Ewo,r asw.wnE ua ax/oT (we oxwwoowx a+ *o am e• 0 wPF - INSrOLL u n E o ' lx a onexaovm c x m °irlow fan XLew ° & $ ,FHI p9pw1¢ PEeIINO/Ni QT a O O ~ C n ~ a CO LAP iYIX m rw EoV ttwcFEr[ p5 ~ 3 m aawr vxr u ssr m rc ,sLw t q1 IX{Er i A an fEn E vwu a ww eowlxc sxPUC aox GENERAL NOTES (WATER MAIN INSTALLATION) SEC:24 TWNSHP:I7N RNGE:lE W M. raw wwnlw. Ew owEx mnEx XNw nra 1 awsav 1 CITY OF YELM CITY OF YELM In~rwnrns wu vur ra cam.crw alwL war ra x r a mE ws*RUnox aEwwEUwrs seoR, Ix mE DEPT OF PUBLIC WORKS DEPT OF PUBLIC WORKS Ifro%u swP xz.uuROn TYPICAL DUPLEX STEP FLOAT SETTING VAULT TANK INSTALLATION DIMENSIONS FOR A DUPLEX PUMP VAULT KPlMKp ow¢ no APPxown ow; rvo arv wanEEn onre ~-y Pusuc w.wxs awECmP oxre ~-~ 4 JEa PM% 1EW Mi0 f/11/00 JEC PN% PM% Mi0 w/1i/00 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATI^N) 1 All workmanship nntl matertnls shall be In accordance wRh Clty of Yeln standards nntl the Host current copy of the Stake of Washington Standard Spedflcntlons for Rood, Bridge and Munlclpnl Construction (WSDGT/APWp) 2 Ail approvals and permts required by the Cky of Yelm shall be obtained by the contractor prior to the stars of construction 3 If constructlan Is to take place in the County Right-af-Way, the contractor shall notify the County nntl obtain all the required approvals ¢nd permits 4 A preconstructlon meeting shall be held with the Clty of Yelm prior to the start of construction. 5 The Clty of Velm shall be notified n minimum of 48 hours In advance of a tap connection to on existing main R Clty representative shall be present at the time of the tap 6 The contractor shall be sully responsible for the locntlon and protection of all exlsting utlll}les The contractor shall verify all utility locations prior to ronstructlpn by calling the Underground Locate Line at 1 B00 424 5555 o minimum of 48 hours prior to any ezcavatlon 7 Slde sewer services shall be PVL, ASTM D 3034 SDR 35 with flexible gasketed or solvent weld Joints 8 All plastk pipe nntl servkes shall be (nstaded wkh contnuous tracer tape Instadetl 12 to lB under the proposed finished subgratle The n¢rker shall be plastic non blotlegrndable, metal core ar backing marked sewer which can be detected by o standard metal detector in addition, STEP systems, ¢nd forc¢ mains shall be Installed with 14 gauge direct-bury rated rapper wire wrapped around nR plastk pipe, brought up and tied ofF at valve body Tape shall be Terra Tnpe 'D' or approved equal The tape and wire shall be furnished by the contractor 9 All burled power far STEP systems shall be Instnlletl wRh continuous tracer tope Instnlletl l2 above the burled power The marker shall be plastic non biodegradable, metal core backing marked 'power' Tape shall be furnished by contractor 10 Betltling of the sewer main nntl compaction of the bnckfl(l material shall be required in accordance with the above mentioned speclFlcntlon (See note 1) Il Temporary street patching shall be allowed for as ¢pprovetl by the Clty engineer Temporary street patching shall be provided by placement nntl compaction of 2 Inch minimum asphalt concrete cold mix Contractor shall be responsible for mglntennnce as required 12 Erosion control measures shall be taken by the contractor during construction to prevent Inflltrotlon o£ exlsting and proposed storm drainage fadlitles nntl roadways 13 Provltle trnffk control plan(s) In accordance wfth the Manual on Unlfarm Traffic (antral Devices (MUTCO) ns required l4 It shall be the responsiblllty of the contractor {o hove o copy of these approved plans on construction site nt all times IS Any changes to the design shall first be reviewed nntl approved by the Clty oP Yelm 16 All STEP mains shall be hytlrostatlcnlly tested In conformance with the above-referenced speclFlcntlon for testing water mains (See note U In addition, ad STEP mains shall be pigged/cleaned In the presence of the Llty Inspector prior to p7adng STEP male In service 17 Prior to bnckflll aLL mains and appurtenances shall be Inspected nntl approved by the Clty of yelm Approval shall not relieve the contractor for correction of any defidendes nntl/or (allures as determined by subsequent testing and Inspections It shall be the contractor's responsiblllty to notify the Clty of Yelm far the required Inspectlons~ l8 Pump control panels shall be located on garage wall or remote post, unless otherwise nuthorlted by 4he Llty of Yelm 19 in the event that the Department of Labor nntl Industries or the Clty should require o separate 'on-off' swftch controlUng power to the pump control pane6 Bald switch must be lockable or have n locking cover to hold an Dlympus type BP125, 30mm padlock 2D inspections For on~lbe STEP 5nsta1tatlons are required A 24 hour notice to the sewer department Is required prior to the Inspecton Items needing Inspection nrel a) tank Installntlon, le) betldinB nntl locntlon b) Tank Inflltratlon, ezflltrntlon test O SS pressure lest d) Service une pressure test e) Final inspection 23 All Wmber (plywood, etc) used to mount either pump control panel or power meter must be pressure treated 1 A(l workmanship nntl material shall be In accordance with Clty of Yelm standards nntl the most current copy aF the State of Vashington Stnndnrd Speclficntlons for Road, Bridge and Munlclpnl Construction 2 All work In Clty right-of-way requires o permk from the Clty of Yelm. Prior to any work commencing, the general contractor shall arrange for n precanstructlon meeting to be attended by all major contractors, representatives of Invalv¢d uillltles, and the CRy of Yelm Contact the Publk Works Department ai (360) 458-8410 to schedule the meeting The Contractor Is responsible to have o set of npprovetl plans at the meetng 3 Wat¢r mains shall meet the following spedfkationsf Polyvinyl Chloride (PVC) Pipe (under 4 Inches)I Plpe material shall be PVC 1120, PVC 1220, or PVC 2120, nntl have minimum wall thkkness equal to or less than the Standard Dimension Ratio (SDR) of 21, and meet the requirements of WSDDT Standard SpeciFkatlons Section 9-301(98 Polyvinyl Chloride (PVC) Plpe (4 through 12 Inchesb Shall meet the requirements of AWWA 0900, Class 150 wall thickness equal to or greater th¢n the SDR of lH, and meet the requirements of WSDGT Stnndnrd Spedflcntlons Section 9-301(9A Polyvinyl CMorlde (PVC) Plpe (14 through 20 Inches)I Shall meet the requirements of AWWA (905 wall thickness equal to or less than the SDR of 18 -uctile Iron Plpe <DIPh DIP shall ronform to AWVA (151 Class 50 or greater, nntl shall be i/16-Inch cement Unetl nntl sealed In accordance with RNSI/AWVA CI04/A214-90, and meet the requirements of WSDUT Stantl¢rd Specifications Section 9-302(1) Six-Inch fire hydrant spools shall be Class 52 4 Gnte vaves shad be resttlent wedge, NRS (Nan Rls(ng Stem) w/th ^ rMgs seals Valve ends shnR be mechanical Joint or ANSI flanges Valves shall conform to AWVA 509 BO Valves shall be Mueller, M 6 H, Kennedy. Clow R/W or Wnterous Series 500 Existing valves to be operated by Clty employees only 5 Hydrants shall be M 6 H Reliant Style 929 or 129 Mueller Centurion, or Clow Medallion Hydrants shall be bagged until system Is npprovetl 6, All Ilnes shall be chlarlnated and tested In conformance with the above referenced speclFlcntlon (Note 1) 7 All pipe nntl services shall be Installed with continuous tracer tape Installed l2' to lB' under the final ground surface The marker shall be pl¢stlc non biodegradable, metal care or becking marked venter 2-Inch-wide minimum, which can be detected by o standard metal detector Tape shall be Terra Tnpe '0' or npprovetl equal In addition to tracer tape, Install 14 gauge heavy duty direct bury coated copper wire (PAIGE 'UF' single conductor or equaU, wrapped around the pipe, brought up and tied off nt valve hotly All wire connections shall use wire nuts and n OBR Spilce Klt, manufactured by 3-M or approved equal ALL locator wire for service pipe shall be connected to the locator wire on the water main 8 ProvWl¢ trnffk control plan(s) as required M accordance with MUTDD 9 Ril water mains shall be staked for grades nntl alignment by an engineering ar surveying firm capable of performing such work 10 Ali service line locations shall be marked on the face of the curb with an embossed 'V' 1/4 Inch Into concrete Il Coll Underground Locate nt 1 B00 424 5555 o minimum of 48 hours prior to any ezmvatlons 12 The Clty will be glvtn 72 hours notice prior to scheduling n shutdown Where connections require 'field verlflcation', connection points w10 be exposed by contractor nntl fhktings verified 48 hours prior to distributing shut dawn notices 13 At any connection to on exlsting Ilne where a new valve Is not Installed, the exlsting valve trust be pressure tested to Clty standards prior to connection If an exlsting valve falls to pass the test, the contractor shall make the necessary provisions tv {est the new Une prior to connection to the exlsting system or Install a new valve 14 After completion of nl! Items shown on these plans nntl before acceptance of the project, the contractor shall obtain a 'punch Ilst' prepared by the Cky's Inspector detailing remaining Items of work to be completed All Items of work shown on these plans shall be conpletetl to the sntlsfactlon of the City prior to ¢cceptance of the wa}er system and provision of smltary sewer servk 15 A copy of these approved plans and ¢ppllcable city developer speclficntlans qnd det¢Ils shall be onslte during constructlan 16 Any revisions made to these pions must be reviewed by the developer's engineer nntl the Clty of Yelm prior to any Implementation In the field The Clty shall not be responsible for any errors nntl/Or omissions on these plans EWC aP Y wnrzn naY a WSE NT-4 E _N• TAIL ~TPIGLL IN PPOIECIEa MEI,S NIX1-PRORC2O INEPS UWS EIL.) ~ NEWIPE SRNfF BOXES C,ASp1 aN PICX) XeovE axWNO Ewsmc cwW Xa 1 . - ~ 1, 6A LpPTN NNN4 MNf rdAP aV2 AiWIN aEINWi SrINMIPE NEW t' PM SEwfli r®a sfw r.LNw RC CO IINE (lIP)(XIN) rESr n:E zx umE m raNN ^+~ mcr exmE xasE rtfwco mvuxc ax aw+NOVm EwK rwxco cWPUxc w rwNOWO Eau.u CIT o OF YELM pEPT 6F I;BLY,: 4{OPKS TYPICAL CONNECTION .wPnoLm owc xo ~-~ arv waxmv onTE JEG PM% PM% MTO 4/11/00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: ~ E ~~-Q-- DATE: s-z~-=~ Development Review Engineer APPROVAL EXPIRES: 3- z a- a 7 o °w o g y F ,~j, 4 yUj O 0 0 v a O U ~ a ~" ~ ° G ¢ ~ s w c < o LL ~ ~ z w ~ ~ ~^ S w n 5 w a o H--1 }~1 ~ Q~ ~ ' c ~ + O U.,.. ~ 00 `~ r~ 3 7 ~ v c ` \ xc O U t rJ 0..a y 1 N U ~ ° °' z y.y O y O p U ~ ~ ~ m Q ~ C7 N °~ Ln .~ O o x y Q r~x cvu „/xx/ ' SHEET ID COD UT 4 of 4 SHEET No 6 of 13 SEC:24 TWNSHP•17N RNGE:lE W M. ^WNERi CANDI^TTA, JOSEPH B PATRIC ~ g g g K ~ PARCEL tli 21713340403 F o 0 0 n TT ' T OWNERS DAMS JR, YUNG C 6 FRANKIE ^WNER~ KITCHEN, JAMES A ¢ " ~ 11 1{,J' Y L 1\VI PARCEL k~ 21713340405 SITE ` ~ PARCEL ki 21724210104 ~ m m • Z z a m a m ~ / ~ 1 ; gy m N CEMENT CONCRETE ARPROALH W (TYP) ~ PV-2 ~ ROlA~VAY CROSS SECTION Y ~ ~ ~ I ~ (TYP> pV_2 \ 2J OOH w ~ z w ~ m i ap o __- ~ 0 w •- - L -3 ~ n n .n..........~--- D o0 16+00 I 1]+00 O a ~ ~ F < A o < o ~ a _____ ____ N~-_N --~- - - ---r- -- -----~-------- _ --- ---- - - - ____ -- ±-------------~ --- -- ~_ - - __ -_ I I I 8.00, d N ~ ° _________________________ _ -~j ~ - -- . _ - __ - _ _ . - _ _ _ __ -- --- - __ - _ _ _ - _ _ ___._ -- _-_ _ _ _ _ _ _ - - CBI ' - -- --- -------------- ------------------------------------ LANE PLANTER HIKE E%ISTING R/W PROPOSED-b' L ___._______-_ ________-__ _____________-_________________________ o - - .. •• • • _ _ I \ ~ - Is' - • I ' 'O ' F ~ ~ ~ \-____ -~__ 5 -V - - - -~ 1 - _ ~- ~• J I ~ ~ \ \® 26 - • - - - //-~p~ ® i ~_~ __ ~_r i / / I ~ ~ DEDICATED R/W ¢ f o - 5 ~+ 0 0 ' R4' R2 \ • / / 6' ~ MONUMENTI SIGN ~ //345 00 I ~ / ? ~ / Rl LANDSCAPE AREA I ® L ~I {p{p,, i / sP 4 I \/ / / : IDEWALK okRIOEWA S ~ k R2' 1 Y / H' LANDSCAPE BUFFEp t I I(TYP) ~______ ____ / • E%ISTING I TREES ~ ~ ° / 7 I I Ii ~ I I • I I / / TO REMAIN • (TYP) " ~ / MANDICAPPED~PARK[NG V 2 (TYP PV-2 54' ~ / ~ E%ISTtNG 34500 2s' I 1 / ~N S„i "V .-I (n•Lr ~ / STRUCTURE I FFE=34520 ~ / • ~ / i-I Qy~ c PROPOSED I / Il' 10' I~ ' I _ II I / • • .~ Q~ ~ r~ ~ ESP SSO ~ ~ 12'x24 / • STAND ~ / / R15' PROPOSED H' LANDSLAPIt~LG~ / R2' 26' ' •• CEM ADA ROMP ETE ~ LANDSCAPE AREA I ~ / ). / ~ O ~ o m M STRIP WITH 2 WIDE GRASSED LINED SWALE /~ R1~ CEMENT WNLRETE ® 3 . P o /~ R7 78 I I 34400---~-- I /t~~ ~ v a ~ ~ 20' 7 / CEMENT CONCRETE CURB ~ i R2' (TYP) ~ 20' • EXISTING TREES I '~ / / TO REMAIN (TYP) pV_2 LANDSCAPE AREA I• I 9' / • • /I PROPOSED ACP G o (TYP) pV_2 / / ~•• VAN ACCESSABLE SIGN BELOW INTERNATION SYMH^U ' j ~ IO • ^WNERi ATTW000, LARRY E , / k 7 • C) ~ U ~ 21 24210702 PARCEL • _ • M IO'x12' DUNPSTER PAD ~ ~ U ~ ~ a. / ~ / 100 0 BUILDING ~' ~ ~ i 1000 BUILDING R • p' % / / • SETBACK ~ WHEETYP1jOPS SW_2 / / SETBACK T ] ~ N / / •• / O ~ / / Q x ASSUMED PROPERTY ~/ • / / ~ •• LINE (TYP) ~ / , ~ ••/ CALL 48 HOURS I/~ / / ~ / r BEFORE YOU DIG ~ ~ / / •/ f • I ~ / • ^WNER SCH WSDDT MONUMENT FND CASE MON/WSDOT DATU ~ YEUi D1`) YEW' AVE SE k 93RD AVE OOL DISTRICT SE R/W MON POINT FALLS it SOUTH & 1 -800-424-5555 Q i 2 WEST OF CENTER OF INTERSECTION / / /' PARCEL s. 2n2azlosoo NGVO 29 ELEV=34290 AP P OVED FOR CONSTRUCTION / % / / •• / / • NDT A BOUNDARY CURVET FDR CONSTRUCTION USE ONLY p V B 1 , °i"^O £ -~-~~ DATE: 3-~~-=~ Development Review Engineer mom wum • / MAST LOUAL I" zn loHeA l^-zo SHEET ID COD / /: T~~~ 19 ~~ APPROVAL PV 1 of 2 ~' EXPIRES: 3 -z ~ - ~ ~ SHEET No ~/ 7 of 13 SEC:24 TWNSHP•17N RNGE•IE W M. Y URBAN ARTERIAL PV-2 R/W ~ R/W s C 6 8 5 ll 6 6 11 6' B' 6 C C y ~ o a m ~ ~ ~ s ~ § yo f p s ~ '> ~ z K p a x ~ m § =I ^ a a ~~ ~ ' ~ I P~ J I ~ ~ ss iGx ti sx 2x 2 MA% Y* 1 ~, ~CEMENi CGNC pARRIER CURS ANO GUTTER NTS GENERAL NOTES 1 NO ~bN STREET" PARKING PERMITTED 2 REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE STREET LIGHTING, PAVEMENT STRUCTURE, ECT aln I* ,n„ e~ T „ PV-2 r+AR T a L IR `nom ,e • 6 k • ~ -~ ~ T , CEM ENi LdCRETE flAR~fR 0.1Rfl AN(1 f-L T1ER fFMFNT CGNCRFIF RMRIEA CLlpp a • b T tl = ~.mx ~~~ A ~ >' '~ ex• M [FNFNT (1NfN[ • I[t1 [YIRP ANO 4 CITY OF YELM DEPT DF PUBLIC WORKS "°'~ ' CEMENT CONCRETE RO]I RwMpLfU I E+R%xsarl Wt •~nwr m w: +A }11T wIq Nl RglEE6Mr7[,E CURBS z [~ Aw seww[ wmECnw laawm axwc cax+rts wTV¢ wmo~to orc xc i Ea.wmx .4Nrs ro w Rltm a u mlms ruwc wwxs MRECmx oAn: 4-13 owl oA ~ 6-c s-c 5-C ](16 4A ~' IONSITE AC PAVEMENT SECTION PV_ SCALE NT5 Y D 20' AC PAVEMENT, CL A PG-64 • ~~ 020 CRUSHED SURFAGNC, TC 0 7 BALLAST ^ ^ ^ ^ ^ HANDICAPPED PARKING PV_2 Nrs srMRa SPECS m_ o ~ ~ F ~ ~~ ~_< 0 0 ? ¢¢ . 3 3 N W W G K 2' ° ~ _ 3"q ~~ o "'~ ~ ~ O v ~ G . ~ 00 ~°3 M d O V r ~ c ~ V y N ~ U ~ ~ U O a Q ~ N O O IT Q CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: ~ f 1-~-.DATE: 3-ZO-oo D velopment Review Engineer APPROVAL EXPIRES: 3- z°- °~ SHEET ID COD P~lZof2 SHEET No 8 of 13 5 G' Ifi U' 1 7N RNGE:lE W.M. SEC•24 TWNSHP : I ^WNER+ CANDIOTTA, JOSEPH & ~ATRICIA z ' 8 $ T ~ OWNERi DAMS JR, YUNG C & ~ PARCEL # 21713340403 ' ERANKIE ` • pWNERi KITCHEN, JAMES A o F a 0 ~ 0 f 0 ~ S 1 1 E P LAN PARCEL #~ 21713340405 ~ PARCEL #~ 2172421010 4 ~ ~ = ~ m m x o m m .~.._.._.._. ._..._o.~~~..~.,,.,.~. ..~,.~.~.._ .~...r..,~.. - ..- / .~.._.._.. ~..r. .~.._.._.._.._. a F o \ ` l / \ ~ I O L7 ~~~ 2 ~/1 < F o m V) Q \ _ _ _ _ ~ \ _ ________ _______ _____ _______ ________ ___ { ______ _ __ O w O - r W 1 O o O O CONNECT TO o 1Ei+~~ 17+~() I c ~ < E%ISTING DITCH_ _ ~ _ _ _ _ _ _ _ _ _ _ u U o $ ~ a --~ ------ ~--------- -1-------- --~ --- ---- - - - - - - ~-------------- --- I '~ I I I RIM_344 _ FL 343 0 ... - -- --- '- -- --------- - ----- - ' - -- _ ~ EXISITNG R/W - - ----- ----~ -- --------------------------------- z S BA K _ s PVC STORNWATER PIPE ® - - 12' DIAM ~ ~ ~ - - -~ _ ~ - '- - ® I -~- _ ~_ .1 - - / ~ / _ 1\ `DEDICATED R/W ~ w a / SLOPE=005 FT /FAT / L 34310 ~ LENGTH=22 0' BEVELED END ~ ~ REDUIRED ~ ~ L_ /i345 Op i ~ / I I I ~ / / I _ ~ I _ / / •• / / / •• o i w ¢ ~ 0 i H I PROPOSED / F~QJ I / I '-- ~ I I __------- / • EXISTING • TD REMA N TREES S w rc 5 w ¢ k' a o 12'x24' ESPRES$D \ STAND I / I I I ' ` ~ I aQ ' S4 • EXISTING DRIVEWAYS 4500 \ 34360 8' LANDSCAgqING / E%ISTING 2y I 1 / / TO BE REMOVED N BO • f„I ~ •ti ~ STRIP VITH 2' W}DE / ~. GRASSED LINED SWAgE STRUCTURE / • FFE=34520 1 / I / ~ y / / ~ I / • ~ ~ / /34 ~ / 1 / i ~ ~ • ~~~ o • ASSUME- PROPERTY / 344 LINE (TYP) ~ ~ ~ 60 ~ W 1 / • Y ~ i.r b.Q a O ~ / ~. / _ ~ 34470 I / ~ ~ •• _ _ I ° ~ EXISTING TREES ~ ~ ~3 C v 34340 43 ~,344~ 34430 ~ 34430 ~ /t TO REMAIN ~ \ °U a~ ~ \ { • ~~ ` \ RDO D YVELL ~~ 1 34350 ~ (T P SV_2 / / 1 ~ 127 I o ° 34350 / • /1 / • 34310,_, jj GRASS LINED • 68 27 H[OFILTER STRIP / 62 94 _- • R VHEEL STOPS t SW-2 ITYP' • • 34310 CALL 48 HOURS BEFORE YOU DIG + o y PROPOSED 341,00 • / q9~~- . -RETEN lON B IN OVNER~ ATTWOOD, LARRY E r3 PARCEL p+ 21724210702 / • 38.4 •/ 1 -800-424-5555 U ~ N N 4+ 1..'' G O O RS fC / t 0 RETENTION HASIN WSDOT MONUMENT FND CASE MON/WSDOT („) ~ ~ L1. 0 1000 BUILDING ~ SV-2 (TYP) IN YELM ON YELM AVE SE & 93RD AVE UATU ' a + ~ C O V SETBACK / SE R/W MON POINT FALLS 11 SOUTH & + ~ . ~ ~/ / • TOTAL IMPERVIOUS SURFACE=7,363 SgfT T WEST OF CENTER OF INTERSECTION D 29 ELEV 3429o G ^ C/} 1000 BUI / ' • / SETBAC / • LDING K N V e i E ~ 0 r // . • / • / '/ / FOR CONSTRUC IIIN U E ONLY ' + O r / ~ / / / •• MUSTt UAL I ou zo To~ =za / % / / / /~ • •~ / • / ' / / / / / T to ao / / ~ ~/• ~ / / ' ~ ~ APPROVED FOR CONSTRUCTION BY: a~ e .dam--DATE • a -ze _o ~ \ ~ ~„ ~ .• Development Review Eng>neer / SHEET ID COD • / • APPROVAL SW 1 of 2 • EXPIRES: g-z ° -~~ SHEET No 9 of 13 SEC•24 TWNSHP:I7N RNGE•lE W M. APPA'NTIL[ S ~pFORM1IAIRR NOTR3 i ALL N17RKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY/COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE S7A TE OF WASHINCRN4 STANDARD SPEGflCARONS FOR ROAD, BRIDGE ANO MUNIGPAL CONSTRUCTION (WSDOT/APWA) 1 TEMPORARY EROSION/WAIER POLLURON MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH BECTON 1-07J5 OF THE STANDARD SPEGFlCARONS AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL ('DRAINAGE MANUAL') 3 PROPONENT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING AUTHORITY OR AGENCY 4 A PRECONSTRUCDON MEETING SHALL BE HELD WITH THE C17Y OF YELM PRIOR 70 THE START OF CONSTRUCTION OR STAKING OF THE SITE S STORM DRAIN PIPE SHALL BE AS SPECIFED IN THE DRAINAGE MANUAL 6 SPECIAL STRUCTURES, OIL/WAIER SEPARATORS, AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACTURES RECOMMENDADONS 7 PRONOE 7RAFFlC CONTROL PLAN(S) AS REOVIRED IN ACG)RDANCE Ni7H MVTCD B CALL UNOERGRWND COCA 7E LINE 7-800-424-5655 MINIMUM 48 HOURS PRIOR TO ANY EXCA VA RONS 9 ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR SUR VEYINC flRM CAPABLE OF PERFORMING SUCH WORK THE ENGINEER OR SURVEYOR DIRECDNC SUCH WORK SHALL BE LICENSED BY THE STATE OF WASHINGTON f0 THE MINIMUM STAKING OF S70RM SEWER SYSTEMS SHALL BE AS FALCONS A STAKE LOCATION OF ALL CATCH BASINS/MANHOLES AND OTHER FlXIURES FOR GRADE AND ALIGNMENT B STAKE FlNISHED GRADE OF ALL STOFMWATER FEA NRES INCLUO/NC BUT NOT LIMITED 70 CATCH BASIN/MANHOL£S RIM ELEVATIONS, OVERFLOW STRUCTURES WEIRS, AND THOSE PIPES THAT DAYLIGHT if PIPE MATERIALS USED FOR S70RMWATER CONVEYANCE SHALL BE AS APPROVED BY THE JURISDICRON PIPE SIZE, SLOPE, COVER, ETG SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL 12 ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PRONDE A MINIMUM OF 3R SLOPE N77M 1 FOOT OUTSIDE 7NE EDGE OF THE DRIVEWAY TO 7NE BOTTOM OF THE DITCH OR MATCH THE SIDE SLOPE WLVEF7S SHALL HAVE BEVELED END SECTIONS iD MATCH THE CULVERTS SIDE SLOPE 17 THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TD APPROVED PLANS ON FlLE WI1H THE JURISDICDW ANY MATERIAL DENADON FROM THE APPROVED PLANS WILL REOVIRE WRITTEN APPROVAL FROM THE JURISDICDW id A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 15 ALL DISNRBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TD THE SADSFACDON OF THE ,A/RISDICRON FOR SITES NHERE GRASS HAS BEEN PLANTED THROUGH HIDROSEEDING, THE PERFORMANCE BG4D WiLL NOT BE RELEASED UNDL THE CRASS HAS BEEN IHORWCNLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE JURISDICRW ib ALL BUILDING DOWNSPWTS ON COMMERCIAL SITES SHALL BE CONNECTED 70 THE STORM DRAINAGE SYSTEM, UNLESS OTHERW/SE APPROVED BY THE JURISDICTION /7 ALL EROSION CONTROL AND STORMWA7ER FACILI RES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT 18 THE CONTRACTOR SHALL BE FOR PRONDING AOEWAIE SAFEGUARDS, SAFETY DEMCES. PRO7ECDVE EQUIPMENT, FLACGERS. AND ANY OTHER NEEDED ACDONS 70 PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC. AND lO PROTECT PROPERTY IN CONNECDOV M1TH ME PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK N17HIN 1HE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL iRAFFlC FLOW SHALL REWIRE AT LEAST ONE FLACCER FOR EACH LANE OF TRAFFlC AFFECTED, ALL SECTIONS OF THE CURRENT WSDOT STANDARD SPECIFlCADWS FOR iRAFFlC CONTROL SHALL APPLY 19 IT SHALL BE THE SIXE RESPd4518NTY OF THE CWIRACTOR 70 OBTAIN STREET USE AND OTHER REUTED OR REWIRED PERMITS PRIOR TO ANY CONSTRUCTON ACRNTY IN THE JURISDICTON S R/GNT-OF-WAY IT SHALL ALSO Bf THE RESPONSIBUTY OF THE CONTRACTOR 70 OBTAIN ALL REWIRED PERMITS PRIOR TO ANY CONSTRUCRON 20 NO FlNAL CUT OR FlLL SLOPE SHALL EXCEED TWO (2) HORIZWTAL TO ONE (i) VERRCAL WITHOUT STABALIZINC BY ROCKERY OR BY A STRUCNRAL RETAMING WALL 21 THE PROJECT ENGINEER SHALL VERIFY THE LOCADONS, WOTNS THICKNESS, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCURES, INCLUDING UDUDES AND OTHER FRONTAGE OF ALL E%IS71NC PAVEMENTS AND 57RUC7URE$ INCLUDING URUDES AND OTHER FRONTAGEIMPROVEMEN75, THAT ARE TO INTERFACE Ni7H NEW NORK, PRONDE ALL TRIMMING WTRNG, IMPROVEMENTS, THAT ARE 70 INTERFACE N77H NEW WY1RX, PROMOE ALL 7RIMMINC, WTi1NG SAW CUTTING, LEVELING, SLOPING, COA RNG AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE Ni7H EX/SRNC NORKS TO BE PROPER, NITHW7 CWFLICT, ACCEPTABLE TO THE ENGNEER AND THE JURISDICTON, COMPLETE IN PUCE, AND READY TO USE 22 COMPACTION OF ALL FlLL AREAS SHALL BE PER CURRENT APWA SPEGFlCA DONS FlLL SHALL BE PRONGED IN B' MAXIMUM LIFTS AND SMALL BE COMPACTED 70 95 PERCENT OF NS MAXIMUM RELARVE DENSITY 2J CONTRAC70R SHALL PRONDE DENSNY ZEST RESULTS TO THE ENGINEER FOR APPROVAL CROSS SECTION A-A S+~T- 2 N T S ELE GRiS~ED SWAL~,r~Ili'IIIII f'l~ -I I (- 100 TOPSOIL SEE ~ ~ ELEV VARIES I i ,, ~ (TW ) NOTE ABOVE -200-~ CROSS SECTION B-B NTS APPROVED FOR CONSTRUCTION BY. ~ ~ -~--- DATE: s-zo_e c Development Review Engineer APPROVAL EXPIRES: 3-Z~-o~ z m z V o ~ 4 ~ z D w z ~ °~ >; . ~.., ~~ ~ ~ ~-I ~ ~ •- o 0 O U. ~ 00~ ~3 M d O U a ~ O y ~ N W ~ ~ tj ~ 3 ~ y = ~ ~ U O O L C ~ ~ O O ~ Q ' SHEET ID COD SW2of2 SHEET No 10 of 13 S ROOF DRYWELL SW- NTS DESIGN STORM ELEV~ _-.L r J' x 3' TRENCH (MIN 10' -J/4' WASHED ROCK SCS CLASS A OR B SOILS R WHEEL STOP SW- SCALE NTS ow _2-0. SEAL ANNULAR OPENING ~W/ EPOXY MIXTURE ' ww T _-11 I 1/2' flAR 18' LONG c~> g~ 2 PER CAST UNR °wa TOP OF SIDEWALK TOP OF AGP 2S MAX X1/2" MORTAR GROUT SLOPE 9 5= TOP OF SIDEWALK 72 T ~" f-~ TOP OF ACP SLOPE Ij2X MqX I BLOCK CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ROOF DRAIN SEC:24 TWNSHP: 17N RNGE:1 E j1' M. SITE PLAN ~ ~ ~~u~u~u~u~u~..~u~ s~o~L \ r ~~r~a~~ sr jr ~ ~.. ~• ~l i~~u~~. ~.~~..~~~~..r_~.~ ir~ ` ~ \ ! ~ ~ I _ -~_____•_-_____ __________________________=====-T3fIItT ------------ --- ----------------------t=-1'~6t~ 15+00 16+00 17+ I 00 ------ ~ - 1 r ~ I - I I - I ----- ------- - ------- -- - --- -- -- -------- - -- ------- - ----------- ----------- ---------~-------------- HEGIN PAVING AT EDGE GF ASPHALT MONUMENT SIGN E%ISTING DITCH EXIST G DITCH WSOOT MONUMENT FNO CASE MON/Y5D0T DATU IN YELM, ON YEIM AVE SE @ 93RD AVE SE R/W MON POINT FALLS N SOUTH @ 2' WEST OF CEN IER OF INTERSECTION NGVD 29 ELEV =34290 NDT A BOUNDARY SURVEY FOR CONSTRUCTION USE ONLY MUST EOUA_L 1" U0~ ~0 l0 40 \ \® \ LANDSCAPE AREA 8' LANDSCAPE BUPFE~ ~ I I \ 34360 \ ~ PRUPUSED 12'x4' ESPRES~17 7 STAND / ~ /34 / \ 1 343 40 LANDSCAPE AREA- OWNERS ATTWD00, LARRY E PARCEL %~ 21724210702 ~' /: ~ ~ / ~ ~ / f 4 / ~/ / / G / i / 00- . / 3q3 DUMA$TER PAD / / / / / / / ~/ / / ~.~ / I / 15 ~ _ I _ O ~, 34490o ® 1 I_~ __~_f- J - I- -/ 34340 R26 ~ PROPU~ED ~ . / ~ I /34500 ~ ~ / ~~ft4' S' SIDE ALK L - ~ / / RY~) ~ I lo• / RIS i R7' 344( 55~` x34310 / ~ / ~~/ // .~/ / ~ / / ~ ~1 I R2' I i ~___ __ ___.i ' I 1 I~y LANDSCAPE AREA / 54' ~ / ,?a 80 215 ipr45001 / 4.~ ~/ 34460 Y ~ 34470 ~ / ~ I / / ~4/ 26' 34420 ~ / ~ 1 . / - ~ / ~ i ® / ~/ DEDICATED R/W / ~ EI%ISTING R/W / ~~ EXISTING TREES / TG REMAIN •• CUT/FILL OUANTIT IES CUT 73 35 FILL 13016 NET/FILL 56 81 20' 34410 I ~®`o // Iga3o 34430 ~I I /t~~. / ~ ~ ~~ _ ~ / EXISTING CUNTUURS R2 ~ /`'`~~ ~-~ ~ GRADING CONTOURS J 1 L Ip `343501 / • 0 /I -/ ao ./ APPROVED FOR CONSTRUCTION BY. ~,... e _:~__ DATE: s-=~ _~~ D velopment Review Eng>neer APPROVAL EXPIRES: 3 _ z°-~ ~ NI 0 0 m _~ F ~ a - s 0 4 z ~ 3 3w w w S 5 w w ~ ~ ~ . fn ~ ~ ~~U ~, O U. ~ 00 `°3 M v c 0 a ~ O y N ~ C C U /-~ '~~ ~ VJ ^ y y U_ N ~ ~ Q ~~..yyy ^~ W M--I SHEET No 11 of 13 ]0 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEC•24 TWN5HP•17N RNGE•lE W.M. ~ ^WNERi KITCHEN, JAMES A PARCEL #~ 21724210104 ~ G $ o o o `& OWNERS CANDIOTTA, JOSEPH & IEATRICIA PARCEL # 21713340403 ~ n n gWNER~ DAMS JR, YUNG C & FRANKIE ` ~ SITE PLAN . ~ ~ ' ~ ~ ~ e PARCEL #~ 21713340405 ` .. ~. z ~ n `m i m r>_.~~u~u.~.~r. ~.~u - i.~ii~~u~u ~u ~u~u~u~u~u.~u~ . ~..+o~~ ~.rr~.r~w ~rr~ ~ i ~ . .. ~.. ~.. ~.u~..~u~.. ~.. I Z $ / ` ` (71 F m Q \ I / ~ \ `` I _ _ _ ________ _____ 1 ~ / _~ ~ l~ . ___ __ _______ _ ______ . .__ ...~ _______________ ___________ _ ________ ___ _________ _ __ .. _____ ______ . .. .. p ~ ~ yl w Z Z ~ P ~ Z 3 ~ y O W ___ - i==---------- 15+00 0 16+00 17+00 ~ ~ \ z ~ W V O _ = =~ - - _ _ =~- =_-_ ==1= =___-~-- = ~- -- - ---!-- - -- -~ - - - - ~ ----_'~~1G~ =1-- ~ -------- ----~ --------- ~ -- - ____________________________ _______.___ . _____________________________._____________________._______.________.___.._________.________________.________________.__________________.__.._____________._____.___ \`_____._____________...____t______...____________._ ____________ .__ EXISTING_ R/W ______ __ _ o .._ _. _____ _ ._ __.. .,. _ __ .__ ._\. .____ _. ____ ~L .r~~ \ ~ O ~ ~ . T ~ ~ --------- ~ O 7 _ I ~` ~ -J ------~ - ---~ ---- ---------------~------~--- ,~--_ --------~---- - - ® ~~• - ~ - -® -I - ~ - - }i ~ ~~ -~ 7-'t i - ~- - -- F o - ~ w p F a / ~ I ~, ~ L ~II ~ //345 00 ~ 1 / / /~ CONSTRUCTION Y / ~ i E'XISTI<{IG I ~ / / ' DEDICATED R/W ? w ~ ~ a ~ ENTERANCE ER-2 / / I DRIVEWAY ~ / ~ 5 5 H EXISTING TREES ~ I ~ _--- / .~ WSDOT MONUMENT ~ ~ DATU I / FND CASE MON/YSDOT I _ _ _ I / ./ T^ REMAIN IN YELM ON YELM AVE SE k 93RD AVE ~ SE R/W MON POINT FALLS 11' SOVTN & / ) EXISTING` /-345 / ~ 2' WEST OF CENTER OF INTERSECTION ~ ~ I 00 ~ ~ ~ •.~~< / Ncvp z9 ELEV =7a29o / / STRUCTURE 25' ~ ~ ~. NOi A BOLMDARY _cURVEy \ / / FFE=345 20 / / I / I / ~~ {..I y _ ~ FOR CONSTRUCTION USE ONLY ~ / / / _ ~ _ -I I , / ~ • "~ ~ ~ ~ r o ~ iu roNnE n~'Un130 ~ / / X / / I / ./ ~ ~ ~ / ROSIDN CONTROL FENCING / ~ / ~ y ~ U•.r o0 ~~< bA q ins ~o ~ „ / ER-~ ALgNG PROPERTY LINE (TYP) / ~ ~ y / • ~ O (".n ~ m ^ 3 I . - - ,344 00- - - ASSUMED PROPERTY ~\ / / ~ a, ~ LINE (TYP) ~ / \ ~ i ~ ~ '~ ~ ~ / / /1 / ~ . / / ~~ ^WNER / / ~~ ATTWOOD, LARRY E / / ~/ / ' ~ ~ PARCEL # 21724210702 y ~ ~ ,_, \ / / O (~ ~ U 0.i ) • ~ / / /' / ~n ^ ~ i / / / .• / / ~ V N ul V] _ ~ o j ~ / /~ o Q / / / / ,. / / / ~ l l / rv CALL 48 HOURS BEFORE YOU DIG / // / / ~ 1-800-424-5555 / / / /~ ~J / i , /~'~ APPROVED FOR CONSTRUCTION / / . Development Review Engineer ~.,,~. ~ , ~ SHEET ID COD ~ / APPROVAL ER 1 of 2 ~ EXPIRES: .~• ~/ s-z°-~~ SHEET No 12 f 13 o SEC:24 TWNSHP: 17N RNGE:1 E W.M. X =_° mom n EROSION CONTROL FENCE ~Eg' ER-2 SCALE NTS y F m N Y ~ CONST~RT~UCTIT~ONT~ ENTRANCE ~ o FLTER FABRIC MATERIAL 60' WIDE ROLlS- -2°x2'x14 GA WIRE ER-2 RO1.11 PAL LETAIL ~ i ~ ~ ~ w w USE STAPLES OR WIRE RINGS TO ATTACH FABRIC OR EQUIVALENT ~ F q < w o V FABRIC TO WIRE 2"x2"x14 GA WIRE- NTS a G ~ a o o ~ u. FABRIC OR EOUIV T FLTER FABRIC- ~ b~ E%ISTNG ROAD ` MATERIAL 50 WIN y 2•~° m 1 O z P a z °°o p oao ~ ~_ ~ ~ 5'0' PROVIDE 3/4' TG 1-1/2' o00 12' S 0 AS RECUIRED ~ ' w ° WASHED ROCK OR NATIVE 7 °o ~ 12" CONC CULVERT (MIN) o rc HALKFRL ON BOTH SI-ES~°oo i. .° BURY BOTTOM OF FILTER MATERIAL OF FILTER FABRTC FENCE o°o WHERE DRAINAGE DITCH ? `~ 2'6' IN 18'x12" TRENCH ~ R=25 E%1575 O S MIN 2°x4" W000 POST O O o 0 _ ~ ~ ~ ~ ~ o 6~MA% ALT STEEL FENCE POSTS e Oo O° ~ _ `2'x4" WOOD POSTS STANDARD OF BETTER _ ~ _ p~ ° Oo0 0 o O'o ~.p ~ Qy~ c N c s° MIN O C,~...~ o0 s' LrW ~ ~." bA c 4' TO 6' QUARRY SPATES ~ O O ~ M 3 PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA o v FILT'&R RABRTC PRNCB NOTB3 1 ~ FLTER FABRIC SHALL BE PURCHASED IN CONTNUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AYQID USE OF JOINTS MHEN JOINTS ARE NECESSAFY, FLIER CLOTH SHALL BE SPLICED TOGETHER ONLY A7 A SUPPORT POST, WITH A MINIMUM 6' OVERLAP. AND SECURELY FASTENED AT BOTH ENDS 70 POST POSR SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 A TRENCH SHALL BE EXCAVATED APPROXIMATELY B' NTOE ANO iZ" DEEP ALONG THE LINE OF POSTS AND UP-SLOPE FROM THE BARRIER WHEN STANDARD STRENGTH FLIER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP-SLOPE 9DE Q° iNE POST5 USING HEAVY-DUTY WIRE STAPLES AT LEAST I' LONG. 71E WIRES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4° AND SHALL X07 EXTEND MORE THAN J6' ABOVE THE ORIGINAL GROUND SURFACE THE STANDARD STRENGTH FlL1ER FABRIC SHALL Bf STAPLED OR NiREO l0 THE FENCE. AND 20 ' Of THE FABRIC SHALL BE EXTENDED INTO THE TRENCH INE FABRIC SHALL NOT EXTEND MORE THAN J6' ABOVE THE ORIGINAL GROUND SURFACE FLIER FABRIC SHALL X07 BE STAPLED TO EXISRNC TREES WREN E%TRA-STRENGTH FLIER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE EUMINA 7E0 IN SUCH A CASE. THE FlL1ER FABRIC IS STAPLED OR WIRED DIRECRY TO THE POSTS WITH ALL OTHER PRENSIONS OF ABOVE NOTES APPLYING FLIER FABRIC FENCE SHALL NOi Bf REMOVED BEFORE THE UP-SLOPE AREAS GAS BEEN PERNANENiLY STABILIZED FLIER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AF1ER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY _aNtR1l. NOT69 Ta¢np~NT PON111 1 SEDIMENT PONDS SHALL BE CLEANED OF ALL DEBRIS BEFORE CONSTRUCRON OF THE RETENRON BASINS 2 CONSTRUCT SEDIMENT PONDS AS REQUIRED J THE RETENTION BASINS SHALL BE USED AS THE SEDIMENT POND EXCAVATE SEDIMENT POND 70 A DEPTH OF 1' ABOVE THE FlNAL ELEVA iION aF THE RETENTION BASIN COMPLETE THE EXCA VA 110N OF THE RETENRON BASIN APTER ALL OTHER PORTIONS OF THE PRWECT HAVE BEEN COMPLETED CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: ~ e DATE: 3-Z~-mss D velopment Review Engineer APPROVAL EXPIRES: 3- Zo -o~ O y O ~ N 0 p O h U ~ ~ C O V O ~ Q N ~ rr~O~..11 W O ~4 Q ,. °..m «,,,,~, ' SHEET ID COD ER 2 of 2 HEET No 13 of 13