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05-0058 As-built 051608 (2)HEARINGS EXAMINERS GENERAL NOTES (STORM DRAIN CONDITION OF APPROVAL caNSraucnoNl ROPOSED PRELIMINARY PLAT WILL SERVE THE PUBLIC USE AND INTEREST BY PROVIDING AN ATTR ACTT VL LUCA~ION ' AND SIGNIFICANT AMENIPES FOR A SENIOR CITIZEN sueorvlsoN AND THEREFORE s6ouLD BE APPROVED orv ~wsoa,~nPwexROno, BRIOaB SUBJECT To THE FouowlNC coINDlnoNS' ia'ujwnlTER PoaunoN MEnsuRFS Mu_ BF 1. THE CONDITIONS OF THE MI TIGATEO DETERMINATION OF nrvo s[cnaN 1-oJ.15 of rxE srnN nx0 NON-SIGNIFICANCE ARE HEREBY REFERENCED ANp ARE coNSIOEREO conDlnoNS of THIS APPRavAL. IF THE Axo~oR o tiRCR cavEaNl"NO +IUTMaRmESFOR APPLICANT TAKES THE PROPER STEPS TO LEGALLY RESTRICT 7EUn THE SUBDIVISION TO 55 OR OVER THEN THE APPLICANT _ NEED NOT PAY MITIGATION FEES TO YELM COMMUNITY FNT DEPnRTMExT PRIOR Ta THE START SCHOOLS AT THE PRESENT TIME. HOWEVER, THE APPLICANT - nox/oETExnaN ARFns HVnu MUST ENTER INTO AN AGREEMENT ADDRESSING THE FUTURE ' POSSIBILITY OF THE SUBDIN SIGN CONVERTING TO AN UNRESTRICTED SINGLE FAMILY RESIOEN TIAL NJGH BORHOOD. SHOULD YELM COMMUNITY SCHOOLS ANO THE APPU CANT NOT REACH AGREEMENT THE MATTER MAY BE RETURNED TO THE EXAMINER FOR A OECI SION IN WRITNG. 2. LOT NUMBERS 7.13,18.31 65.46. AND 5 R BE RECONFIGURED, OR PLANS PROVIDED GROWING HOW SETBACK c REQUIRWENTS CAN BE MET. 3. FACH DWFI.I LNG UNIT N1 TH THE SUBDIVISION SHALL CONNECT TO THE CITY WATER SVETEM. THE CONNECTION FEE sTE L HEUC L R sP RnL RIB P N oiaM[ c~RS aWTHllRir ,~o; InGxB~"oR ~xB>,EB. w~,xP'AEM'Annlx~ ~ ~nL~E 9r aozn ANO METER FEE WILL BE ESTABLISHED AT THE PME OF BUILDING PERMIT ISSUANCE. THE WATER LATECOMER FEES oL/vuTEO vERA PLnnssAnoo SHALL BE PAIC PRIOR TO FINAL PLAT SUBMISSION. _ ONS FOR CROSS CONNECTION CONTROL AS LAnF(Ue AS reEwIREO Ix REQUIRED TIN SECTION 246-290-490 WAG. usi BF APPROV[o 5. THE APPLICANT SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HYDRANT LOCKS ON ALL FIRE HYDRANTS - T B x)cBUSlrvESS">An T REQUIRED AND INSTALLED AS PART OF DEVELOPMENT. THE APPLICANT SHALL COORDINATE WITH 11E YELM PUBLIC WORKS DEPARTMENT TO PURCHASE ANO INSTALL REQUIRED wo (z) BuslnESS oAVS PR Ox OFYH HYDRANT LOCKS. HYDRANT LOCK DETAILS SHALL BE INCLUOeO IN cIVIL PLAN suBMISSIQN. _ 6. ALL PLANTING STRIPS ARE REpUIRED LANDSCAPING of LOCATED IN BURNETi ROAD, M UNTAI.V VIEW ROAD, AND IN THE OPEN SPACE LANDSCAPING AREAS s I. RE s BY AN IRRIGATION SYSTEM WITH A SEPARATE WATCR METCR ANO AN APPROVED BACKFLOW PREVENTION DEVICE THE LL SUBMIT A FINAL DETAILED LANDSCAPING ANO (IRRIGATION PLAN WITH THE CIVIL ENGINEERING PLANS TO INCLUDE THE PERIMETER OF THE PROJECT SITE. PLANTER coxv AcnoN of THE RonowAY su3cxnoE is STRIPS, ANO STORM WATER FACT LI'IES. - wRlrtEx THE APPLICANT s N THE HOMEOWNERS APPRavAL FROM THE PUauc waRKS olRECiaR. CONVENANTS, AND ONA THE FACE EOF THE PLAT, FENCING RESTRICTIONS FoR THE INDIVIDUAL encK TARO FENCING. GENERAL NDTES (STREET a. PARrcwc LoT SHALL BE LANDSCAPED WTH A TYPE Iv CONSTRUCTION) LANDSCAPING, AND INCLUDE STANDARD ORI VEWAY APPROACHES. APD 9. THE APPLICANT SHALL PROVIDE A PERFORMANCE R Roan BRIDGE Axo MuMCIPAI ASSURANCE DEVICE IN ORDER TO PROVIDE FORM NTENAN CE c OF TIE REQUIRED LANDSCAPING UNTIL THE TENANT OR _ HOMEOWNERS' ASSOCIATION BECOMES RESPONSIBLE FOR _ Pnon LANDSCAPING M NTEN AN CE. THE PERFORMANCE ASSURANCE No DEVICE SHALL BE 150 PERCENT OF THE ANTICIPATED COST _ NnL nIL APPROVED muFlc TO MAINTAIN THE LAN OSCAPING FOR THREE YEARS. ANo/oR H REZON SAL"nucNMENDES, 10. EACH DWELLING W1H IN THE SUBDIVI SIGN SHALL CONNECT TO THE CITY S.T EP. SEWER SYSTEM. THE CONNECTION FEE suRVEnnc IRM AND IN SPECTON FEE WILL BE ESTABLISHED AT THE TIME OF A G PERMIT ISSUANCE. THE SEWER LATECOMER FEES _- o SH ALLNBE PAIC PRIOR TO FINAL PLAT SUBMISSION. w APPLICANT SHALL DESIGN AND CONSTRUCT ALL STORM WATER FACILITIES IN THE ACCORDANCE WITH THE 1992 - DOE STORM WATER MANUAL, AS ACOPTEC BV THE CITY OF LL eE YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING CONSTRUCTION. cRAOE Br nn ENCmEER eEFORE PouBlnc 12. THE APPLICANT SHALL SUBMIT A FINAL 6TORMWATER E PreovI DFO ro PLAN wtTH avlL ENCINEERmc PLANS ANo sHAU INCwDE AND OPERATION ANO M e~THE COxmOR AINTENANCE PLAN. sroRMwATER ToA7oEV~ oPEAES~n ~~vRxLSH Axo wsTALL A,I CITIES I OCATFD AI ONG THE PERIMETER OF THE SITE ALL PERUArvExT Slcxlxa SHALL BE LOCATED AT LEAST TEN (10) FEET FROM TIE REMOVAL AND REPLACEMENT OF PERIMETER PROPERTY LINE. THE STCRMWATER TREATMENT LocATED IN THE wELL RADIUS of THE SOUTHEAST UNSUITABLE MATERIALS PROPERTY MUST BE MOVED OUTSIDE THIS 100' RADIUS. WHENEVER E%CAVAP ON OF THE SITE EXPOSES PEAT, 13. ALL ROOF pRAIN RUNOFF SHALL BE INFILTRATED ON SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE EACH LOT UTILIZING INDIVIDUAL DRVWELLS. FOUNDATION MATERIAL, SUCH MATERIAL SHALL BB RFMOVFp i0 THE DEPTH DIRECTED BY THE 14. THE STORM WATER SYSTEM SHALL DE HELD IN COMMON ENGINEER AND BACKFILLCD WITH SUITABLE 15. THE APPLICANT SHALL SUBMIT A FIRE HYDRANT PLAN TO FURNISH ANO PLACE SUITABLE MATERIAL MEETING THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW THE MOST CURRENT EOI TION OF THE STATE OF AND APPROVAL AS PART OF THE CIVIL ENGINEERING PLANS WASHINGTON STANDARD SPECIFICATIONS FOR ROA PRIOR TO FINAL SUBDIVISION APPROVAL BRIDGE, AND MUNICIPAL CONSTRUCTION AND UBC REQUIREMENTS. GREEN VILLAGE SEC. 13, T16N, R1E YELM, WASHINGTON GENERAL NOTES (WATER MAIN INSTALLAnONI ESE~N AT nES. Arvp vELNPRQo,C, Ai ITS QESO nVE A SET OF NG. s EA (PVC)EP ve (urvoere mx rvcnESl;ncp noo(sTR) aF ~. ANo o~to(s)eA ryVC)nPIPE (asTHRauGH IR2 FES} ~s wR/~ M xE (PA unL), e canxEClEO To THe LonV sTxAS REwNREOEIN wA Ere 7KE0 - cuxa vnTH AH ENBOSS[o 'W~AiR4 IxcH Ix*o x Axr EBxoxs Noj re 16. THE APPLICANT SHALL SUBMIT FIRE FLOW CALCULATIONS FOR ALL EXIEPNG AND PROPOSED HYDRANTS. ALL HYDRANTS MEASUREMENT AND PAYMENT SHALL BE MADE BV MUST MEET MINIMUM CITY STANDARDS. PER TON OF MATERIAL E%CAVATED. sia~>~ ucHTNICYAUO INrENaa sreEEi a HnNIC wl~~ eE DEWATERING REQUIRED. A LIGHTING DESIGN PLAN SHALL BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW ANo APPROVAL. FOUNDATON S, UTILITY TRENCHES, AND ALL OTHER PARTS of THE cDNSmucnoN SITE SHALL eE DEwATEREO ANo KEPT FREE OF STANDING WATER ANO MUDDY CONDITIONS 10. PRIOR TO THE SUBMISSIGN FINAL PLAT APPLICATION, THE APPLICANT WILL PROVIDE THE COMMUNITY DEVELOPMENT AS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND MAINTAIN AL S SUMPS PUMPS AND DEPARTMENT AN ADDRESSING MAP FOR APPROVAL. , , . , ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DFWATER THE SITE AS SPEC( FLED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF SOIL FINES FROM 10UNDARON AREAS WILL NOT BE PERMITTED. VERTICAL DATUM n GVD 1929 BENCHMARK IS TOP OF LID OF A WSDOT CASED MONUMENT AT THE IN TERSECTON OF YELM AVE. S.E. & MOUNTAIN V W ROAD W H S ALSO THE THURSTON COUNTY'S TARGET N e}6. BM ELEV - 344.11 LEGAL DESCRIPTION SOUTHEAST QUARTER OF THE SOUTHWEST OU ARTER OF SECTION 13, TOWNSHIP 17 NORIi, RANGE 2 EAST, W.M. EXCEPT COUNTY ROAD KNOWN AS BURNET' ROAD ADD/ ON THE WEST. PARCEL v7133aoooo THE NoarH HALLS of THE ncarHEAST QUARTER of T SOUTHEAST OU ARTER OF THE SOUTHWEST OU AR TER OF SECTION 13, TOWNSHIP 17 NORTH, RANGE 2. EAST, W.N EXCEPT BOUNTY ROAD. KNOWN AS MOUNTAIN VIEW RO< THE EAST. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" v s ` VALLEY ryTFS \\\ xIA J 't ~ LONG % p ~~A~E j ~O YELA~ 1U4 ,UST TH oC.E VICINITY MAP N.T.S. PROJECT INFORMATION APPLCANT: GEORGE HOM 2218 BLOSSOMW000 OLYMPIA, WA 98502 SITE ADDRESS: 0000 BURNETf RD. SE YELM, WA 9859] PARCEL NUMBER: 21]13340000, 21]13340200 ZONING R-6 SITE AREA: 9.]0 AC OPEN SPACE TRACT 'A': 0.42 AC OPEN SPACE TRACT 'B~: 0.46 AC OPEN SPACE TRACT 'C': 0.33 AC NET SITE AREA: 6.51 AC DEN9TY: 5.36 UNITS/NET AC WAIFR SERNCE: CITY DF YEW SEWER SERMCE: CITY OF YEW POWER OAS SERWCE: PUGET SOUND ENERGY CATV SERMCE COMCAST 52 SINGLE-FAMILY LOTS AS-BUILT 04/2008 SHEET INDEX SHY. N0. DESCRIPTION 1 COVER SHEET 2 PLAT MAP 3 DRAINAGE & EROSION CONTROL PLAN & PROFILE 4 DRAINAGE & EROSION CONTROL PLAN COMMUNITY CENTER 5 DRAINAGE & EROSION CONTROL PLAN & PROFILE 6 ROADWAY PLAN & PROFILE 7 ROADWAY PLAN & PROFLE 8 WATER PLAN & PROFILE 9 STEP PLAN & PROFILE 10 GRADING, DRAINAGE & ROADWAY DETAILS 11 GRADING, DRAINAGE & ROADWAY DETAILS 12 GRADING, DRAINAGE & ROADWAY DETAILS 13 GRADING, DRAINAGE & ROADWAY DETAILS ~4 WATER DETAILS )5 STEP DETAILS ~g LIGHTING PLAN & DETAILS GENERAL NOTES (SANITARY SEWER MAIN INSTALLAnON) To NS FOO Ro iE nrvo uurvlclPnL A~ ON (WS oT// 'wq'IOG ANbAPE oxF(sEE ERn1A~rr vnm x0 PxoPOSCO s uN1sTRnwAUE FAaunES Axo urvlFOx" TxnFx., corvTROL oEWCES ~Mmrco, o~E1 ER N'E'n5 GEB/CLEAN o IN E DF nrvo/ FA INSPEOUIOP~onP To THE I ITEMS nEEDING c) SA ILmAnoN TEST oNnoN ~j Flua~cnESaECnonESSURE TEST TREnTEO. oL PnNE~L aR Po KIRUU,ETER MV ST BE PRESSURE GENERAL NOTES THE coNTRACrDR Is RES9ONSBLE FoR PROVIDwc ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, `RANSPORTATION, SUPPLIES, AND INCIDENTALS REpUIRED TO COMPLETE ALL woRK sHOwN oN THESE oRAwlNCS ANo To OBTAIN AccEPTANCE By THE clTr of YELM ANo THE PROJECT OWNER. ALL 'WORKMAN6HIP AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND WITH RiF MOST CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD sPECIFICnnolNS =oR Rono, eRIDCE, ANo MUNICIPAL CONSTRUCTION. THE INTENT GF THESE DRAWINGS IS TO PRESCRIBE A COMPLETE WGRK. OMISSIONS FROM THE DRAWINGS OF DETAIL OF WORK WHICH ARE NECESSARY TC CARRY OUT TFE INTENT OF THE DRAWINGS SHA_L NOT RELIEVE THE CONTRACTOR FROM PERFGRMING THE OMITTED WORN. ANY PR OPOSEO A_IERATIONS BY THE CONTRACTOR LING THE HEGUIREMENIS ANC IN DRMAIIpN IN 1HEBE DRAWINGS SHALL BE IN WR TING AND WILL REQUIRE APPROVAL OF THE ENGINEER AND 'NBPECTOR. HE CONTRACTOR SF ALL COORDINATE ALL CON STPUC ION ACTIVITIES WI'!i ADJACENT PROPERTY OWNERS. DRIVEWAYS AND UTILITY SERVICES TO REMAIN ACCESSIBLE AT ALL TIMES. ALL AREAS DISNRBED DURING CONSTRU C-ION SHALL EE RESroREO To THEIR ORIGINAL 'PRE-CONSTRUCTION" STATE OR BETTER. SCA CONSULTING GROUP IS REQUIRED BY THE GTY OF YF1M TO PROVIDE AS-BUILT CERTIFICATION PRIOR TO FInAL CITY AccEPTANCE. scA coNSULTwc caouP vnLL NoT cERnFY As-BUILTS UNLESS 1NE HAVE INSPECTED ACTUAL INSTALLATION OF THE WATER, SEWER, AND STORM MAINS PRIOR TO BACKFILLING. INFILTRATION GALLERY PROTECTION NOTE CONTRACTOR IS TO INSTALL SILT TRAP TEES IN ALL CATCH ensms. coNTRAGroR SHALL PROVIDE INLET PROTECnoN IMMEDIATELY AFTER CATCH BASIN INSTALLATION TO PREVENT SEDIMENTS FROM ENTERING THE GALLERIES. IN ADDITION, THE SON?R ACTOR SHALL FLUSH ALL STORM LINES BEFORE CONNECPNG THE STORM SYSTEM TO 1HE INFILTRATION GALLERIES. THE INFILTRATION GALLERIES SHALL BE ONSTRU CTED AFTER SITC WORK, ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE =ACTH TT. GENERAL EROSION CONTROL NOTES tHO510N GONIROL MtASUHtS ARE NOI LIMITED To lHE ITEMS ON iH ESE PLANS. THE CONTRACTOR IS RESPONSIBLI FOR THE INSTALLATION AND MAINTENANCE OF ALL ERO5101 CON1R0_ MEASURES. NO SILTATION OF E%ISTINC OR PR OPOSEO DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EAR iH CAJSED BY CONTRACTOR'S ACTIVITIES SHALL 3E HYDROSEEDED. STABILIZAT ON OF ALL EXPOSED AREAS WILL BE REpUIRED wITwN as HauRS AFTER REACHING FINISHED cRAD_ AREAS OVER 5000 SQUARE FEET TO BE PAVED MUST BE PROVIDED WITH A CRUSHED ROCK SUBBASE OR OTHER APPROVED ARMORING WITHIN A MINIMUM OF SEVFN J OA AFTER REACHING GRADE ( ) HYDROS-ED OR PROVIDE PLASTIC COVERING OVER ALL PROPOSED EXPOSED LANDSCAPED AREAS IMMEDIATELY AFl CONBTRU C?ION. SURVEY THE TOPOGRAPHIC SURVEY FOR THE WESTERLY PARCEL ANU RURNE TT ROAD SE WAS PERFORMED IN NOVEMBER 199J BY eRACr N THOMAS LAND surevsraes- THE TOPOGRAPHIC SURVEY FOR THE EASTERLY PORTION AND MOUNTAIN VIEW FOAD WAS PERFORMED IN OECEM BER 2004 BV BRACY AND THOMAS LAND SURVEYORS. HORIZONTAL DATUM PASTS OF MERIDIAN ANp SF_CTION SUBDIVISION Is FROM THE PLAT OF NSTA VIEW. SPOT ELEVATION NOTE SPOT ELEVATIONS SHOWN ARE FINAL GRADE AT TOP OF PAVEMENT UNLESS OTHERWISE NOTED. W W 2 i W L (] U ~'~ Q ~ W Q Q J _I J ~ W m i'~ Y ~ ? ~ ~ M ~ °~>3m ~:- w~rc 0`80 ~~ a_ v~ >~ °J m o ~ ¢ ~ r i m ~ 8 ~g e~ dPii COnsuliing Group GF9GN/RGILD ONL • WON'PORTAMNI PUNNING •SIRWl1NC /2U BIM1 AWAW 9e 701 9S6{ (3M 1~5mt (76G)/9}TIA Fa a4ns 04116COVERE C1 s,T.1 61s PROJECT INFORMAl10N SEC.13, T16N, R1 E APPLICANT GEORGE HOM AS-BUILT 22,8 BLOSSOAIwnoo 04/2008 arMPIA wA aeso2 SIZE ADDRESS: 0000 BURNETf RD. SE YELM, WA BB59] PARCEL NUMBER: 21713310D00, 217133M200 ZONING: R-B SITE AREA 8.70 AC OPEN SPACE TRACT 'A': 0.42 AC SCAIE: 1'=50 FEET OPEN SPACE TRACT 'B': 0./6 AC OPEN SPACE TRACT 'C': 0.33 AC 0 25 50 100 NET 9TE AREA: 8.51 AC OEE151tt: 5.38 UNI75/NET AC / WATER SEANCE dtt aF YEIY SEWER SEANCE ptt aF YELM 52 SINGLE-FAMILY LOTS 36 1 3i 34 ~I sz sz sz sz si 1 2 3 4 5 iol _ __-_ o+oo ~~~ 52 1 45 ~ i `G. ~e /~ 2/ o 46 5 ~~ i 50 49 48 47 v. BENCHMARK~ISV TOP OF IJD OF A WSOOT CASED MONUMENT AT 1HE INTEftSECPON OF YE M AVE. SE. & M VIEW ROAD W H ISUAL50 1HE 1HURSTON IC COUNTYS TARGET {~ 83fi. BM ELEV = 344.11 HORIZONTAL DATUM BA515 OF MERIDIAN ANO SUBDI VISON IS THE PLAT OF VISTA VIEW I ~I I I 25 6 I 3G 99 i 28 27 26 FUTURE MgNAOED 22 i 21 ~ ~ I ACTINTY C NTER IMI I 9 I Si 2 - s sx I L-.~ s sz s I ' sz sz z ss ss ss si ss ss 1 8 9 10 xem ,~ - 14 15 18 ~ {^ I 6 se ~ _ _ - @ ~ I „ " ;~ ~ 19 20 21 22 23 24 =o ~. h 7 2 ~~ ~~~ ~ 17 = ~ ALTERN TE SIGN OCATION 1~ ~ h I - ~ ~ ~ ~ - o - - - i am ~1`3 X 18 i 8 j T ~ ~ ,z.oo ~ 1 / "I - - J ~ - - ~ P ER ED SI £A~I9 13i ~ r` ~~; ~_ - __-~ __ -_e,co __ s.oo .a ~1 ~ 25 II I I - _ ___ ! / ~ 1~ I ~_~ ____ _ \ ~ &. ,o 44 m I I ~ 43 42 ~ 0.1 ~ 40 a' 39 .~ 38 37 38 35 ., 34 ~33 ~ ~ - I X30 29 28 27 ~I s~ ~ 1.5s~, u i EA,~' ~~------ _ ~ --_- -_ - - ~1-0-- --- R a -- ~ ~ --- -----~ --= I ~ ~~ --/ ~ ~ I t ~ I ~~ ~1 I SEC.13, T16N, R1E~ / HGRaDNTAL DATUM BA515 OF MERIDIAN AND SUBDIVISON IS THE PLAT OF VISTA VIEW SCALE: 1'=50 FEET AS-BUILT ~3 04/~oOp V '/C~nCa! TAM ~ 0 25 50 100 CATCH Bp51N, TYPE 2 CATCN BASIN TYPE 1 W/ SOLLO COVER . CATCH Bp51N 71PE 2 48'1 W/SOLLD COVER VERTICAL DATUM IS NGVC 1929. BENCHMARK IS TOP CATCH BpSW TYPE 2 OF LD OF A WSDOT GASED MONUMENT AT TPE ' 46'6 W/ SWD COVER STA 3+1 M -µ STA 341592 42' RT RT STA 3+1492, 318.8 20 2 INTERSECTION OF YELM AVE S.E. & MOUNT RIM ~ 33] 48•W W/Sp1D COVER AN VIEW B' LT 1489 3 RI 335.9B IE = J2] ]8 E ' I 0 ' PoM ~ 332.19 IE - 328 4 W E p . IE =32&20 12'(E) ROAD WHI H IS AL50 THE{ THURSTON CO 1 3 4 ~ , gTA + NTYS RIM 33218 . IE ~ J27.]t W. ~ I III 29 lF 12 pD9 0 5-0.72IL . , IE - 15 1Y( B 4 . TARGET p 635. BMELEV C IE - 327. 12' W,E 2 B ~ III. o I t l ~/ 6 4 rn 1 5 I B ~ -`n- ORM~ ~ ~ ~ I l` n Y 6, ' a e ~ fi 8 wsz, sr. I a .so s g 9 zs s. qHl 1~ p'V.OT PV'N 1119 5,zaa s I .sis s.r. s s,a sr 6 ] 3 1] O 334 12QA0~3 ~ o '~ I 0 t . Y2bs ,.ez ~ s s.,- a a'ze SF. x ., s. ~ 20F a ,~ iiii ~ . - 19 20 21 22 23 24 i.. 1 fie 1 O 0.83E 1. 6 2 8 1 7, ~ 1n 1 12 _ / \\ J 1111 nu ~ s .BAS W~C .~ z a.x s as e,x s.i e Lsiz' no's s ~ ~ i _ I V s SF e. I ~ ~< F. 9999 I ~~Es~ 1 1 - z~1 B~~ ' ~~ I ~„ ' ~. 5 LP /I2' ADS 23 LF 12 p O 5~0.30F • , 143 lF 12 O 5~2.27f9 - JS lF 12 O 5.0.881E < (Tw. ~-0.089: ~ , CB nn 35 LF 1b/~ AD~aaO 2 ~ 2 '13 / 3 18 185 LF 12'ROS 05-0.481[ B o n,1. I I 6Z 1 1 3- • O 5.0.1 / ~\ (~~ ' 1 . _ . - - ~ ]4J 4' }2 S O ~ 100 LFa120.81IF 8 8 1 a. ~ 330'.i5~12 FADS ~1 i 55-0.17 01 O 50.80 I _ 1 ~;~ 1 ~ I' W o DC I ~Ip ~ I Ij A 6 ,se Zs. ~~1 1 ` \ 45 ss sr. 3 a e~o~ z ' 1 3 8 T~.,, j.,, 43gx ~ ~ e s.nn ' ~ 1Y ADS CB/12 O 1F a e`~,M1 9 ~ I.. ) / ~" 1 8 3 25 (. Y~; I ~ !9~. o w CC I. o 6 1 I'I ~ _ ~ ' Cn'P.l ~ ~ 91 ST AVE.SE ' e5-a43s - - ,M .. `" 1 ~ ce113 ~Ila'. o e ~ ~ 3 ~,.s, s~ ~ II I I L I I ~ ~ Ip 5s ~ a ese \ \ 46 \ BAST A ~ 36 LP 1z' O S-O BB1L s ___~ __ _ _ __ uirls•~, I ~~ 231 (rn.) \ 1 d $' ~ ~~ m ~ . f.se9 sr. 3 1 g . B ~~ N B 8 1 5-0.29F ~ 1 1 s. s ~ Q ~ I yn ~ 1 ~ 44 z9o rx ~. ~3 4 2 ~ ~ q 1 ( ~ 140 g9 38 07 i 36 35 ~ a34 ' g ~g3 ~p a a i a.e s,~. ~ ~ o ~ ~ 50 ~ , mSsr 48 F aa, s ~ 47 ,.F ~ z ~ s.a s.~ ~ ~ s a] i s r- aa aB<.~ ~ s.R. ,.~ , s~ }.Ba, sc 48 s~~ a -- ~ ~ or3 sF. . „, ~ . . s,oos sr- ~ ~ ~ ~ 3 ~ 30 ti 9 g o ~ ~ az sr. .a ~ ~~~ an a.as s s ooe~sr .. _ '-_ I I EROSION CONTROL NOTES \ _~ _-- - ~ q ~ ~ III FOR GENERAL EROSION CONTROL NOTES, SE EET C1 ~ INSTALL CATCH BASIN SILT SOCK INLET FlLTER AT N O CATCH BASIN LOCATONS DETAIL ON S1EEf C10. MN TAIN ca vc ~ -- - -_ - - - - - -- +' p' e f b INSTALL CONSIRUCHON ENTRANCE PER FIGURE B16 IXJ SUT SOq< FILTERS UNTIL SITE IS STABILLZEO. CONTRACTOR SHEET CIO SHALL ENSURE THAT SEDIMENT GOES NOT FALL INTO CATCH Bp51N DURING REMOVAL OF THE SILT SOCK FlLTER. 2O INSTALL FlLTER FABRIC FENgNG AS NEEDED TO CONTROL 355 355 SEDIMENT RUNOFF PER FlLURE B2 IXJ SHE ET C10 50 ~ - I I II - T I _ _ . - ~--- ~ - _ - - m - '1 ~ ~ - - ~ -- I- ~- wl STA wl EL cuR>nE-LEe I ]+50.00 340.50 , _-zsae - - ~ I+I - - - ST ~ fl 1 I ~ I ~ _ - - - ~ - wwl I ~ _ 00 TA 13 21 E 33 350 ° n ~ I a I v, N w ~ ~ n ~ ~' ql LL VE L - 33 EN = 00 00 80100 CUR LEN 345 1 wl sTA wl EL o + - 10+46.00 - - 331.00 "T I II II _ _ ~ I Q F W - ~ __- ~ _ ~ - I I x "' II m F ~ n I I a I I I • I I 8 m ~ _ . -~- -. _ _ ~--1 _ o - _ - : n 345 N ~ w 00 w ~ g SI ~ ~ ti gg 6 N I +rn i S o ^ e o o s ~ g g w5EL-33 D 2 F g I g I I I I I ~ ~ I ~ '~ A < ~ ~" 340 ~ n ~~ ~ "r; ~ ~ o „ g EXIS NG GRADE ~ P R A OPOSED CRAOE 3 CENTERLIN _ I ~ _ _ I I -_~~ ~ - ~~-_~ -. _ II - -. { I - - g ~ I -+ ; ~- N ,, - g _ __ w I _ _ N w -_ " fi g 340 V ~ w - - ~ /T ~_ ~~Trc TERD Nr ~ - ~ _ -_ . I \\ y° J g g I W ~ d nf 8 < ~ ~F < g / I i I 1 o I -- -I I I I g I 335 io ~ g g S I . g - - -- ~ ' 0 D s I - - I 1 I _~ _ _ ~ ~ - ~ -_ + g I - I I ~' ~ 335 - ~ - - ~ - - s e 0 ce o _ % ~ I y Tx 0 I I I car¢o ~ ~19 I ~n1 ~ ~ I ~ _ _ .]3 _ _ - _ 1 330 - ' - - - ~ ~ I I - -~ I - I I + I I - --+ + Tao LF 1 'ADS o sFafiu - -+ I - ~ - + ~ _ I t - _ ~ 3 0 _ _ ~ s zl le5 ~ I ~_ a o.4e ]e Lr 1 • ,~ _ 0 ~ 330 L~2n i I aBr4 aei3 • I I I ]s a sz i c o ~~ 1 o s -a 9 DBn 1 7 ~1 cBn 1 6 325 _ O 5-0. 3F -~. ~ ~ q _ . ~ _- ~_ I+ I ~ - {I ~ - - ~ ~ - ~ I I - - I I N I Q I I ~. I .. " ~ ~ la _- T_ - _-~ zs a~z I O ll~ ~ 325 ~ a M ~ ~lrv : N P ~ ry ,~ ~M ~ M~ ~ ~ ~ ~ n ~ ,M, o M ~ M `,.,°. M IS f °°~ M ~ ^ ~ ,iO °° _. M f '„,° m ~ ."'Y N ~ Y" e ~ M1~ n ~, ~,., ~ U ^ ~ ~ ]_, ,A I~ IM ~ m P m ml~ M M~ ~ n M N II n ."'Y,~ ^ ~ l~ „ ,"',I n nr n M - n M ~, ry ro~ ^3 _, MIS p MIS ^I"' '~I" 320 320 , . , M + 00 5+ 50 6+00 6 +50 7+ 00 7+ 50 8+00 8+ 50 9+00 9+ 50 10+ 00 10+50 11 +00 11+50 12+00 12+50 13+00 13+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5 STORM DRAIN CATCH BASINS TYPE sTAnaN DFFSET RIM ELEV. I.E IN STORM WATER CONSTRUCTION NOTES gO SEE SHEET CI GENERAL STOPo9WATER NOTES INSTALL ROLLED CURB INLET ANO GRAT ES TYPE STATION OFFSET RIN ELEV. I.E IN CB 0 ~ TPE 1 ___" ]+87.04 16.5 LT 3J].90 33c.85 12''-u 30.80 12' . FOR Oj INSTALL STORM CATCH BARNS PER PLAN AND CATCH BASIN O CONSTRUCT 4' NIDE x 320' LIXJG x 6' DEEP INFILTRATION SCHEDULE ON THIS SHEET GALLERY 'C' NITH ONE 36'0 PERFORATED PIPES PER DETAIL ON SHEET C13. BOTTOM ELEV. 320.81. INSTALL CLEANWTS O2 INSTALL STORM PIPE PER PLAN. AND ACCESS RISERS PER PLAN AND DETAILS ON SHEEP CI2. S = 0.0 FT./PT. ~J INSTALL 320 LF 5'M ADS MET VAULT PEI! OEFAIL ON SHEET C13. O CONSTRUCT TYPE 2 CATCH BASIN 48'W PER PLAN O4 INSTALL 2]0 LF 5'M CMP WET VAULT PER DETAIL ON SHEET C12. CONSTRUCT 4' 'MOE x 300' LONG x 5' DEEP INFlLTRARON GALLERY CB TWE 1 0+4210 1218' LT 4T1.24 32689 12'N ,329.1 12'6 ,329.0 12'E CB TYPE 1 0+4210 1218' RT 331.31 329.21 12' N CB TmE 1 1+13.]4 18.5' LT 332.82 329.6] 12' .329.5] 12'S, CB TYPE 1 1+13.]4 18.5' RT 330.00 329.80 (12' N CB TYPE 1 2+58.B.T 18.5' LT 338.01 33281 12' .332.88 175 CB TYPE 1 2+58.8T 18.5' RT 338.09 33289 12' N CB TYPE 1 4+21.J9 18.5' LT 33].8] 335.52 12' 6. 335.4] 12'E CB TYPE 1 4+21.39 18.5' RT 33].B] 335.8] (12' N, CB TYPE 2-48' 8+]0.00 18.5' LT 339.30 334.3 12"A~,334. 12'E .334.2 tYN g A NITH ONE 38'0 PERFORATED PIPES PER DETAL ON SHEET C12 BOTTOM ELEV. = 323.7]. INSTALL CLEANWTS AND ACCESS RISERS PER PLAN ANO DETAILS ON SHEET C12 5=0.0 FT./}T. CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG' AR 12 LF 4" PVC , ~ @ 0.02 FT/FT - 11 ~ LF 4 Pv~ oso „$,~F B1e ACTIVITIES 20 ~ FOE~ILTE~ 339.7. PUMP CONT 24 LF 4" PVC F 12" 3 ~ PANEL h ¢ @ 0.02 FT/PT ~ IK 12 338.9, z f 4, 414 S. F. 340 54 338 76 3 (TYP. ). 1 339.fi0 339.10 ~ \~ .\ 3 1 3 4~ 5 'I F 12" A 3S LF 2~PVL ~ 359.35 \ ~~ 358.85 I ~ ~ , ~eRViCe un~ S- •43% CB~A CB#Cy 13 J3B 26 ~ 1 4, 2 75 S. F. - 33 ~- 28 LF 12"0 ADS ~_ ®S=0.82~;a of I _„ SEC.13, T16N, R1E AS-BUILT STORM WATER CONSTRUCTION NOTES Q~+/2008 i0R GENERAL STA2MWATER NOTES, SEE SHEET C1 O1 INSTALL STORM CATCH BASINS PER PLAN ANO CATCH BASIN SCHEDULE ON THIS SHEET 2O INSTALL STORM PIPE PER PLAN. O CONSTRUCT 24' w0E x ]5' LONG x 5' DEEP INFlLTRARA! GALLERY 3 B' N1TH FWR 38.0 PERFIX2ATm PPES PER DETAIL ON SHEET C11. BOTTAA ELEV. = 325.00. INSTALL CLEANOUTS AND ACCESS RISERS PER PUN AND DETAILS ON SHEET C12. 5 ~ 0.0 FT./Ff. AR O4 NNRE 8• ROOF DRAIN BY OTHERS ^^^^^ ~^^~^^~~^^^^ ~~~~~~~~~~ INSTALL 6• ROOF DRAIN FOR NTURE CONNECRON TO ROOF DRNN O SYSTNI OF NNRE COMMUNITY CENTER. CAP ROOF pRAIN 5' BEYOND SIDEWAU( AND PUCE A 2X4 MARKER AT THE END OF ROOF GRAIN. _ _ OB CONSTRUCT 220 LF ADS 5'I NET VAULT PER DETAIL ON SHEET C12 ^ ^ ^ ^ .... " " 14 ^^^^ i i i i 5, 244 S. F. 4, .^^^ ^^^^ AR^^^^ 3 •~~• ^^^^ • ~ ~ • EROSION CONTROL NOTES ^ ^ ^ ^ 5 ~ ~ ~ ~ FOR GENERAL EROSION CAiTROL NOTES, SEE STIEET C1 .... ~ ~ ~ ~ 58 LF 6" PVC ROOF DRAIN O ISN IST~ATLL ONSTRUCTON ENTRANCE PER FlWRE B16 ON .^.^ c• ~ ~ ~ ~ ® S=1.D MIN. SLOPE O2 INSTALL FlLTER FABRIC FENCING AS NEEDED TO CONTRA. ^ ^ ^ ^ SEDIMENT RUNOFF PER FIGURE B2 ON SHEET C10 O CATCHLBASINLOCARONSLOETNL ON SH ET~C10p MAINWAIN 29 3 (TYP. SUT SOCK FILTERS UNTIL 61TE IS STABILIZED. CAJTRACTOR 338..1 A 'I B SN OURINGE RENOVAL~OF 1HTE SLT SOCK FlLlERTO CATCH ~~ ~~._~ (:A II:FI tlAJIIV Jl:l'TCUVLC CB/'A TYPE 246'0 STA 6+]200, 59.18' LT RIM - 338.61 IE a 334.16(12'SE),334.21(12'SW) CBS TYPE 2 IB'I w/ spup cooER STA 6+]0.00, 45.5' LT RIM ~ 339.55 IE = 334.15(12'N,E),334.05(5) CB/L TYPE 1 STA ]+31.04. 61.91' LT RIM = 33].33 IE = 334.38 (12'W) CBp TYPE 2 4B•0 W/ SAID COM7t STA ]+90, 6J' LT RIM = 33].JB IE = 333.36 (12' S) IE = 329.38 (12' N) IE - 330.51 (6' NW, ROOF DRAIN) CB#1 7f_C~ n(1 CB#11~ 1 T 1__________~_________~__________~ vFFilLAL DATUM VERTICAL DATUM Is NGM 1929. BENCHMARK IS TOP OF LID OF A WSDOT CASED MONUMENT AT THE ERSECTIOV OF YELM AVE. s. E. TNT & MOUNTAIN VIEW ROAD WHICH IS AL50 THE THURSTON COUNTY'S TARGET g 836. 9M ELEV 344.11 SCAIE: 1'=ZO FEET HORIZONTAL DATUM ® BA515 OF MERIDIAN ANO sveorvlsaN Is THE PLAT of o to 20 w vISTA wEw 'CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" SEC.13, T16N, R1 E CATCH BASIN TYPE 1 STA 2+30, 18.24' RT RIM =331.97 IE = 328.T/ N,SE CATCH BASIN TYPE 1 STA 2+]5. 18' RT 3] LF 1Y d RIM .331.88 O 5.0.3216 IE . 328.84(N~328.39(5) 3s LF 1r ABS EROSION CONTROL NOTES 91ST AVENUE SE STA 0400.00 (~~) O 5.0.{4x FIXt GENERAL EROSIXJ CONTROL NOTES, SEE SHEET Ct 3 CATCH BASIN TWE 1 I I w 1 BTA 3+15.92 16' RT N S~AAU~C ONS1RUCl10N ENTRANCE PER FlGURE Bt6 ON O I I I I I 9 . 2 .. RIM ~~yV.82 y I O ~Ti P_ ~ I 2 I E-~32E~82(E). 328.4](5) _ _ O 2 INSTALL FlLIER FPBRIC FENCING AS NEEDED TO CONTROL 81 11 K ~ v ~ ; ; ~ 841f ~0AB5 O y6 _ 2 o _ '~ \ _-_ SEDIMENT RUNOFF PER FlOJRE B2 ON SHEET C10 1 I 1 LF 1Y ABS' 2 ' p n v 33c ~~~ ~~~ ..... ...-_ `~~ r`' ., .. ... -... INSTALL CATCH BASIN SILT SOCK INLET FlITER AT NEW I 5z O 5.0.181E Y Q CATCH BASIN LOCARONS DETAIL ON SHEET C10. MAINTAIN I -. 5 1 s~ o, s5'os° r ~ ~ SUT SOCK FlL11FS UNRL SITE 18 STABILIZED. DDNIRADTOR I ~ - .. 3 I 1Y DI w 2 3 SHALL ENSURE 1HAT SEDIMENT DOES NOT FALL INTO CATCH 11 ' -- I I O 0.~ _ (~) a BASIN DURING REMOVAL OF THE SILT SOCK FlL1ER. -. _ _my_ _ _ sJ ~_= - - - m ~ P Y 1~ o o 3 -YTA 3Y ? '. I ~` - T BASIN 1 I ~ - STA 1 ' ~ ~ ~ ~ I --_ -. -RIM"d - - --- _ ~ -- ' 1 STORM WATER CONSTRUCTION NOTES FOR GENERAL STORMWATEFi NOTES SEE SHEET C1 .q0. 2418 T I + - I ~ 3 (TYP) ~ I PoM =333.41 IE = 328.8] N ~ Y I TC~1~ '2Y' a ~2' 1~ o. .. / . ~ ,~ 1 INSTALL STORM CATCH BASINS PER PIAN qND PROFILE STA 19. ]S. IM BURNETT ROAD SE 8 INSTALL STORM PIPE PER PLAN AND PROFLE. E 328.2](N), 320.22(SW), 91ST AVENUE SE STA 13+8].08 ~ MOUNTAIN VI EW RD SE 3s~-3--- SCALE 1'=50 FEET ® SCALE: 1'=50 FEET 0 25 50 100 0 25 50 100 -T i -. - II i - - _- -T _.- - - ___ 350 I I 350 -_ ~ ~.. I -- ± 1 ±. -+_ i I - - I 345 -o ~- --~ _ ± - - I~ .. - -. -- r 345 40 °~ ' - ` ~ 6 d - - I t - , _ I m N m N I n ~`+ I rE ,k "' E~ - <J _~_ - - 40 35 G u, 8 m I RpT~~ E a a oy~~ l 37 LF 12' DI a ~0'3u ~ < I 35 _ - AT jCEN1FRUNET _ - IS lF' 12~[)I. - 3B LF 1Y ABS - _ O.sx I 06=0.41E I 0610.44 I 330 I II urnwc cRI NDe 330 _ _.. AT CENTER I NE - --- I i - - -- 0 I 325 - - -~- I - ~ I - ]2901(EL STA 3+15.82 18.82' E1 S -- + I _ 28.14(5 CA - - -- ,328.89(N11~1 BASIN 1281 TPE 1 -_ yllLr 'p2 IE " >? 82 E1328. 1 (5) 320 A 2+3Q 1 24' RT I RIE .328.77 STA 2+]5. 18' RT PoM =331.88 320 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 BURNETT ROAD SE VER/A AN.V VERTICAL DAR1A1 5 N4VJ 1929. BENCHMARK S i0P OF LID OF A WSDOT CASED MONUMENT Al IHE INTERSECTION OF VELM AVE. SE & MOUNTAIN VIEW ROAD 'WHICH IS AL50 THE THURSTON COUNTY'S TARGE A 6}6. EM ELEV }a<-n HORIZONTAL DATUM BA515 OF MERIDIAN AND su6olvlsoN s THE PLAT OF NSTA VIEW AS-BUILT 04/2008 350 ~- - I~ - --~_ _ ~_ _~ __-~ _-.. ~ 350 345 8~ - '- - II I `" r ~ ~ &N +~ „, 45 a+ n ~ I ~+ ~ V I II III ~ - E~ ut - 340 a d ~` I G W g Ii m ~ 340 a ~ -t - 335 - ~ ~~ ROPOSEO T CENIFRU ~~ ADE 335 - 3z - - - ~- ~DIrnNG GRADE I 330 I ~ AT CENIERLINE~ ' 330 _-.. -- - - - T .... 122 lF 12 ABS CATCN BASI 5=0.48E 5.0.5116 Ip 131 TYPE a N 129 a 325 . _ I STA 1+m. TB.18 L - _ I TI'PE 1 ~ 325 T . _ - IM 3JJ. CAlpl BASIN 130 TYPE 1 T ~ STA?+1 B~2 IE = 328. STA 230;'0. LT RIM .344.33 ' IE 32~.2](SYQ,328122(SW) E ~ ~ ~~~ 320 320 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 MOUNTAIN VIEW RD SE "CALL UNDERGROUND LOCATE AT 7-800-424-5555 BEFORE YOU DIG" ~ OIlEO CON CO GUTTER Q PER F t 'yI FCYE ~ 3R ~ L-~ PER Cltt OF vsLr~nETpIL h9 ON SHEET C11 , ` © CONSSTRUCT PARKIF~G LOT BECTON PER ~E~L ON SHEET A 1 I L AI I IX 1 SHEET QS CONSTRUCT ROADWAY BECTON PER DETAIL ON SHEET C10. ~ ~ CREW CBIARRIER CURS PER CITY OF YELM OOETNLChE3 © CON6TRUCT TREE PROIECTON FENCING ARWNO EXISTING Q CGNSTRUCT 8 INCH SIDEWALK PER ptt aF YELM DWG. N0. 6 ® CONSTRUCT ROADWAY BULBWT PER CITY OF YELA1 DETAIL 36'0 MaPIE TREE 4-11 ON SHEET C11. h6b ON SHEET C11. CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROAgi TYPE I ] PER GTY OF YELM DETA 1Q CONSTRUCT TRANSITON FROM CEMENT CONCRETE BARRIER CURR ANO CUTTER TD CEMENT CGJCRETE ROLLED CURB AN IL h9 ON SHEET Cit. G CUTTER PER OETPIL ON SHEET C10. 355 SCALE: 1'=50 FEET CZ - '~ 0 25 50 100 aS~-I ~ I I ~~ I 355 350 I I 1 I I II I I I I ~ I II ~ I II wl STA ]+50.00 w1 Ei 34os° II ~ I II I _. ~- II _. 8 8 - - . r ~---~ - -- ~ -- N - cURYE~EA sG.G - ~ - - I - I - - ~- w _ ~- _- - Y sra - i~ - I - - 00 ~ wl $Tq = 13+21 - 00 350 wl STA O+46.00 - n ~ N + ~ ; i CU 1'1'I EL 331.60 wl EL 3J3 ] w LEN = 00.00 l I WRgE lEN 80 00 34S U wl EL J31.00 flVE A I A ~ ~ - I _ --_ - - - - < " ' I - - F ~ ~ - _- -. - - - _ ~ ~ - ~ ; ~ A - ~ - ~ ~- -~ ~ S ~ ~ ~ - + - - +j - $ o __ g< 345 g n _ 8 n o 8 ~J f g + F wlsTa_soo.oo S` I wI EL"1336.00 g I I I G<i g ~ g + I " t o ~ ~ I '~ '~'~ o ~ n J ~ CURVE LEN 200.00 g I ~ g y II n ~ I a II 340 a A ~ I ~ ~ '~ S I G CRADE P OPO6E0 CRA ~CENTERLIN DE g i l _ n___ I G'i I o II + ~ 1 ~ I II ~ < g ~ ~.. s T~ \ f~`T \~ ~ W ~ - - - + - ~ - I -- - -- _ -_ - - ~ ~ - - . ~ -Z5 g + _ - - _ - - ~ - - ~ ~ ...I -- w ... ~ w o 340 m mg g 9 F ~ g g ~ + - . ' ~ I f ± I H g F I g I I I ~ w 335 - - / - - ~ -- - r- ~ - - + / I - - I _ - ~J- - --~ I 1 - ~ - ~1_ _ ] --. \\ 9 ! -- g ~- I - - - _ ~~ _ 335 /\ i i i I ~ \`- ~ ~ ~ ~ II I _ _ - ]3> ~ 330 _ - ~- ~ t I C - I ~ -_+ -. _- - _.. - _. i I -- ~ -._- ~ - - - . i _. -T - - - ~ I - -- - ~ ~-~ - - ~ - -- - ~- _ _ _--1-- ~ - ~-~- 330 I I t i I I I I I I I 1 I 325 T N+ ~I m ±__... pT n+. ~In ~ h -.. ~ M _ ~ - ~ ± m ~ 1 ^_ - - ~ ~ m _ I ±_. _+ WI I ^ _~- I C, I ` I I - - I ^. 'I II II I -- - --~ ~ -±- ~ ~- -~- ' I 325 ~ d ~ I ~ - I~ n ~ I h. °' ~ Y I ~ ~ ` ~. i ~ aj`O r4i 320 ~~ M S M ~ ~" M MM M `~ ~ n ~ M M M S "' „, M ,~ ~ " ~ „M M ~ M - ~ I y M IM MIM I~ M 0+ 00 0+50 1+ 00 1+50 2+00 2+50 3+00 3+ 50 4+ 00 4+ 5 0 5+00 5+ 50 6+ 00 6+ 50 7+00 7+ 50 8+00 8+ 50 9+ 00 9+ 50 10+ 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 320 NO. BEGIN STA. OFFSET FLOWLINE/FACE OF CURB ELEVATIONS END STA. OFFSET RADIUS LENGTH DELTA BEGIN 1/2 END Q1 2+39.91 16' 331.73 331.11 331.30 0+51.08 11,5' 35' 53.82 53.82 1+47.96 i6' 329.42 331.11 331.30 0+50.92 11.5' 35' 49.23 49.23 © 2+39.54 16' 333.82 334.11 333.82 13+16.24 11.5' 35' 54.85 54.85 ® 1+46.54 16' 333.81 334.10 333.81 13+15.89 11.5' 35' 55.11 55.11 GREEN VILLAGE SE HORI20NTAL CURVE TART F CL CURVE DELTA RADIUS LENGTH BEGIN STA. END STA. P.I. STA. C7 15'00'13" 100.00' 26.20' PC 3+31.01 PT 3+57.21 3+44.19 15'00'13" 100.00' 26.20' PC 5+77.57 PT6+03.76 5+90.74 © 46'28'19" 100.00' 81.66' PC 9+75.64 PT 10+57.30 10+18.90 ® 46'28'19" 100.00' 81.66' PC 10+57.30 PT 11+38.96 11+00.56 "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" Vit IICA~ ~ANM VERTICAL DATUM IS NGVD 1929. 9ENCHMARK IS lOP OF IJD OF A WSDOT CAS.D MONUMENT AT THE INTERSECTION OF YELM AVE. S.E. & MOUNTAIN VIEW ROAD WHICH IS AL50 R1E THURSION COUNTY'S TARGET p 836. BM ELEV 344.11 HORIZONTAL DATUM 6A515 OF MER DIAN AND SUROI VISON IS TIE PLAT OF VISTA VIEW SEC.13, T16N, R1 E AS-BUILT 04/2008 91ST AVENUE SE STA W00.00 I BURNETT UR E I I o u „v h V _ A a ,, ,0... 0 0 _ ,.oo m _- 0 R~OADWA~~ C~GONSTRUECTI~ON BNOTES ~ I I '~ ~ ~ \ w 4, m T CONSTRUCT 4 INgi SIDEWALK PER qTY OF YEUI DWG. N0. j ~ ~ „ r ~ a ^ u 336 5 .132 0 sz' y ~ sz' Y z3 2 ~ STRUCT CEMENT CONCRETE CURB AND WT1ER PER qTY I sz' sz' z' ~. 00 ~ w ~ YELM OWC. N0. 4 13 ON SHEET C11. I I ^. ~ `~~ ~' - a . = 1 o u ~ `o r © CONSTRUCT ROADWAY SEC110N PER DETAIL ON SKEET C10. ~ s'ae~F ~ v e * Z ` ~~ -VIE R:. m ~ o © PLAN F-3E ON SHEET C11. I.I ~ 00 3q z.ao 3f 336. II - _ - - ~ Nv ~ 336 33E ar ez '" ® PLAN FU3C ONDSNETET~C1jC SIDEWALK RAMP PER VISDOT 510 ~ ^T~ \ N 91ST AVENUE SE STA 73+8].08 BURNETT RD SE MOUNTAIN VIEW RD SE ~~ : ~~ SCALE: 1'=50 FEET SCALE: 1'=50 FEET 0 PS®0 0 25® 355 355 355 355 'VEH IICAI DATUM VERTICAL DATUM IS NGVD 1929. BENCHMARK Is TOP OF LID OF A WSDOT CASED MONUMENT AT THE INTERSECTION OF YELM AVE. S.E. & MOUNTAIN NEW ROAC WHICH Is ALSO THE THURSTON COUNTY'S TARGET // 836. BM ELEV = 344.11 HDRI20NTAL DANM BASIS OF MERIDIAN AND SUBDIVISON "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" Is THE PLAT of vISTA vlEw ~ T ~-- -~-- _~ 350 I ~ ~ I ~ 350 ~ . _ - _.- _ ~ _ __ I -. __.__ 345 o g I - R _~ __~_ ~ - i I _ I - __. _- S 345 ~ 340 W_ . -_ _ - i < - d _-._a _+ ° . _ - 340 8 m m 1 ~ < ~ g < g 8 j w 335 _ P osEO at R E - -. - - _ i_ _ _ 335 330 I - - _ A T CFNIERLINE 0,51° snNC GR -_ I AT CdIEAU hoE- NE _ I - D .5 _+ - - _ 330 325 . I~ _ _. ~_ _ ~ _ - - -_ ~.- I - -- I II _ - _ 325 320 320 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 350 I _ 350 _ _ _ _ ~~ 345 8 n I r .#~ 345 _ _ ~ j w ~d ° III, ~ ~ m it 340 _G m - ~ c - - ~ a - _ - ~ _ _ a W -~ -. - 340 m ~6 OSED ADE I i T CENIERLI I 335 - - _ - ,~ - _ ' -_~ TBN __ _ - 335 I SRNG GRADE ~ ~ 330 . ~ _ I A CEN1 ERl1Nf~ ~ 330 _ ~_ _ i _ _ ~_ - - - I _ 325 -~ - ~ -~ - - _ ~- - _ I -~ - - 325 320 I ~ 320 0+00 0+50 1+ 00 1+50 2+00 2+50 3+00 3+50 4+00 NOTES: SEE SHEET CI4 FOR WATER METER SCHEDULE ALL ME1ER5 NITHIN DRIVEWAY NEED TO BE LOAD BEARING. HYDRANT LOCKS REOUIREO. CONTRACTOR ro COORDINATE N1TH CITY aF YELM PUBLIC WORKS DEPARTMENT TO PURCHASE AND INSTALL REWIRED HYDRANTS LOCKS. PRONDE MINIMUM 8' SANG g15HI0N AT pLL PIPE CROSSINGS /lTI~T M1 VERTCAL DATUM IS NCVD 1929. BENCHMARK IS TOP OF LD OF A WSDOT CASED MONUMENT AT THE INTERSECTION OF YELM AVE. S.E. & MOUNTAIN VIEW ROAD WHICH IS ALBO THE THURSTON COUNTYS TARGET // 836. BM ELEV = 344.11 HORIZONTAL DATUM BASIS OF MERIDIAN AND BUBOIVISON IS THE PLAT OF VISTA VIEW III wnTER coNSrnucnoN NOTES: FOR GENERAL WATER MAIN NOTES, SEE SHEET CI. SEC.13 ' , T16N, R1 E 14 FlRE HYDRANT ASSEMBLYTµ PER PUN AND PROF AS-BUILT 0 O ST0. 3+00.0 6 LT INSTALL FlRE HYDRANT ASSEMBLY N2 PER PLAN AN STA. 9+9J.3, 6' lT., INSTALL: O LE AND qtt OF YELM ST0 OWG 6-] ON SHT. CI4 1 INSTALL WATER MAIN PER PUN ANO PROFlLE D PROFlLE ANO CITY OF YELM Slp DWG. 6-J ON 1 - 6' 22 15' BEND ' ' HYDRANT OFFSET = 2J' LT 04IZ00 B STA. 0+11.8, 8' LT. ' SHT. CI4 HYDRANT OFFSET - 23' RT 1 - e 11 Y4 BEND 1HRUST BLOCKING FLANGE ELEVARON =334.51 1 - 8' x fi' TEE (MJ x R) LEGEND O TqP EXIST. 10 W.M. PER Cltt aF YEL1I BID DWG 6 10 RANGE ELEVATION =338.36 STA ' 1 - 8' GAZE VALVE (MJ x R) ANO VALVE BOX ' EXISTING PROPOSED . . - ON ST1T. CI4 CONTRACTOR TO VERIFY DEPTH AND LOCADO 1 - B' x 6' TEE (MJ z R) . 11+08.4, 10.1 LT., INSTPLL: ' ' 1 - B CATS VALVE (MJ x FL) AND VALVE BOX ' N OF E%IST. WAIERMAIN PRIOR TO COMMENCING _ 1 - 8 GATE VALVE (MJ z R) AND VALVE BO% 9 1 - e 22 /4 BEND ' ' 2 - 8 ADAPTERS (MJ x R) PROPER IY LINE CONSTRUCTON. 1 - 8' GATE VALVE (MJ x R) AND VALVE BOX 1 - B 11 Y. BEND THRUST BL THRUST BLOCKING 2 - B' ADAPTERS (MJ x R) OCKING STA 6 ' - CURB STA. W548, 8' LT., INSTALL: FlRE HY 1HRUST BLOCKING STA. 13+6J.06, 6' LT, +63 6 LT INSTALL: iB FlRE HYDRANT ASSEMBLY /6 PER PLAN AND PROFlLE ANO O DRANT ASSEMBLY/1 PER PLAN ANO PROFILE AND CITY OF YEIAI STp DWG. 6-] ON SHT CI4 O ST0. 3+44.1, 8' LT. INSTALL: 10 TAP INTO EXIST, 10' W.M. GTY OF YELM STD DNG. 6-J ON SHT. CIq ' SEWER MAIN . HYDRANT OFFSET ~ 16' RT 1 - B' 11 k' BENp PER qTY OF YELM ST0. DWG. 6-10 ON SHT. CI4 C HYDRANT OFFSET = 83 LT F -- WATE4 MAIN - w RANGE ELEVATON = 331.94 THRUST BLOCKING GNTRACTOR TO VERIFY DEPTH AND LOCADON OF EIfIST WAIERM LANGE ELEVATON = 334.51 ' ' 1 - 8' z 8' TEE (MJ x R) ' . AIN PRldt TO COMMENCING CONSTRUCTION. 1 - B x 6 TEE (MJ x R) 1 - 6' GALE VALVE M s - STORM PIPE 1 - 8' GATE VALVE (MJ x R) AND VALVE BO% I O STA. 8+90.8, 6 LT., INSTALL: ( J x R) AND VALVE BOX 1 - 8' CATS VALVE 1 - 6' GATE VALVE (MJ z R) AND VALVE BOX ' 1 - 1fY BEND THRU INSTALL DUAL WATER 5/8' SLRNCE ANO METER 11 (MJ x FL) AND VALVE BO% 2 - 8' ADAPTERS MJ R ( • CO STORM GLEANOUT 2 - 8 ADAPTERS (MJ x R) THRUST BLOCKING I^ ST BLOCKING BOX PER PLAN AND PROFILE ANO dTY OF 1ELM STD DWG x THRUST BLOCKING ) .#- STREET LIGHT M J O J gT q. 9BLY 6' LT. INSTALL: FlRE HYDRANT . . 6-2 AND 8-e ON SHEET CI4. J' IIO ~ ~ SlT PER PLAN AND PROFLE qN0 dtt OF YELM STD DWG B ] 12 INSTALL SIN(XE WATER 5/8' SERNCE AND METER INSTALL SINGLE WATER 1-1/2' SFRNCE AND METER BOX IB AND REDUCED PRESSURE BACKROW AS ' ~~ STREET LIGHT SCALE: 1'=50 FEET . - ON SHT. CI4 HYDRANT OFFSET ~ 28' LT. BOX PER PLAN AND PROFlLE AND dtt OF YELM SN ONE 6-1 A SEMBLY FOR 2 qi SMALLER FOR IRRICATON PER PLAN AND PROFILE AND Gtt ~ f 11 MANHOLE ® FLNNCE ELEVATON ~ 33].21 . . ND 6-e ON SHEET CI4. OF YELM ST0. DND. 6-3, 6-1] AND 8-6 ON SHEET CI4. 0 25 50 100 1 - 6' x 8' TEE (MJ x R) 1 - 8' GALE VALVE MJ 13 STA. ]+39.J (HP), INSTPLL: 1J INSTALL 1RAFFlC BEARING UD ON METERS GAS LINE ( x R) ANO VALVE BO% 1 1 - 8' GALE VALVE (MJ x N AND VALVE BOX 1 - 2 AIR ANO VACUUM RELEASE VALVE PER PFR Cltt of YFIU cm nur a_e ru cur ~.. TELEPHONE STEP SYSTEM CONSTRUCTION NOTES: FOR GENERAL SEVER NOTES. SEE SHEET C1 1O INSTALL STEP SEVER MAIN PER PLAN AND PROFlLE STA -0+13.2, B' RT. O CONNECT TO EXIST. SEMER LINE CONTRACTOR TO FlELp VERIFY EXACT LOCATION, PIPE TYPE, PIPE SIZE AND DEPTH OF E%ISRNC MAIN AT CONNECRON POINT PRIOR TO CONSIRUCRON. O STA 3+44.1, 6' RE, INSTALL: 1 -2'PVC 11 Xf BEND THRUST BLOCKING O STA. 5188.4. 6' RT, INSTALL: 1 - 2' PVC 11 X' BEND THRDST BLOCKING STA. 10+0].2, 8' RT., INSTALL O 1 - zz 15' 6ENo 1 - 11 Y1' BEND RIRUST fiLOG(INC STA. 11+18.4, 8' RT., INSTALL O 1 - 11 )•" BEND 1 - 22 1¢' BEND THRUST BLOCKING O STA 13+6].06 6' RT. CONNECT TO IXISRNG SEMER UNE CONTRACTOR TO FlELD VERIFY EXACT LOCATON, PIPE TYPE, PIPE 92E AND DEPTH OF EXISTNG MAIN AT CONNECRON POINT PRIOR TO CONSTRUCTION. O INSTALL DUAL 1' Spi 40 PVC SERVICE PER PLAN, PROFlLE AND STEP SERVCE SCHEWLE GJ THIS SHEEP AND GTY OF YEIJA STD. PLAN N0. ]-25 ON SHT. C15 O INSTALL SINGLE 1' SCH 40 PVY; STEP SERVCE PER PLAN, PROFlLE ANO STEP SERVCE SCHEDULE ON THIB SHEET AND CITY OF KLM SID. PLAN N0. ]-2 ON SHT C15 ST0. ]+42.9. 6' RT., INSTALL: O 10 1 - AIR RELEASE ASSEMBLY PER GTY OF YELM STD. pN'G ]-12 ON SHT CIS 11 STA 4+50, 8' RT., INSTALL: 1 - J' GATE VALVE THRUST BLOCKING 12 STA 8+50, 6' RT., INSTALL: 1 - 3' GATE VALVE THRUST BLOCKING 13 INSTALL TRAFFlC BEAPoNG LID ON METERS. SEC.13, T16N, R1 E c'IFD RPRVIfY ctrl LOT STARON OFFSET^^ TYPE LOT STARON OFFSE'1~' TYPE 1 0+44.62 21.0' LT SNGLE 25-26 12+2fi.B1 46.3' RT DUAL 2-3 1+3].Ofi 21,0' LT DVAL 2T-28 12+01.98 T9.T RT DUAL 4-5 B 2+41.06 3+4].88 21.0' LT 21.0' LT DUAL SINGLE 29-30 31 11+53.24 10163.03 ]9.4' RT 21,0' RT DUAL SINGLE 4+1].00 21.0' LT SNGLE 32 10+00.00 21,0' RT SINGLE 8-9 4+39.85 64.5' LT OUPL 33-3L 9+14.08 21.0' RT DUAL 10-11 510].]1 88.1' LT DUAL 35-36 8+10.04 21,0' RT DUAL 12-13 5+40.82 50.2' LT DUAL 3T-38 )+06.09 21,0' RT DUAL 14 8115.14 TS4' LT SINGLE J9-40 5+91.03 21.0' RT WAL 16-tfi 8+]1.15 BSS' LT OVAL 41-12 4+88.81 21,0' RT DUAL 1T-18 19 9+05.80 10+22Tfi 54.2' LT 21,0' LT DUAL SINGLE 43-44 45-46 3+81.12 2+28.11 21.0' RT 42.8' RT DUAL DUAL 2D-21 11+21.1] 21.0' LT WAL 4T-4B T+02.82 80.2' RT DUAL 22-23 12+20.09 21,0' LT DUAL 49-50 1+55.12 Tg,g' RT DUAL 24 13+03.83 21.0' RT SINGLE 51-52 1+29.85 q5,9' RT DUAL I. SCALE: 1'=50 FEET 0 2s®o l~ TS VtftTIGL DATUM vERTICAL onTUM Is Ncvo 1929. BENCHMARK IS TOP OF LID OF A WSDOT CASED NONUMENT AT THE INTERSECTION OF YELM AVE. S.E. & MOUNTAIN NEW ROAD WHICH IS AL50 ThE THURSTON COUNTY'S TARGET H 836. BM ELEV = 344.11 HORIZONTAL DATUM BASIS OF MERIDIAN A O SUfi DIVISON IS THE PLAT OF VISTA NEW AS-BUILT 04/2008 LEGEND EXISTING PROPOSED PROPER iY IJNE CURB ~v- - T -~-- •DD SEWER MAIN WATER MAIN STORM PIPE STORM CLEANOUT -`1~ sTREET ucHT ~~ y~Y %.-t STREET LIGHT ~ MF MANHOLE GAS LINE TELEPFONE OVERHEAD POWER LINE R/W ~ -100• 56 d 30.5' I 5.0' 6.0' 1' ].5' 11.0'i11.0'- UDUtt SIDEWALK PLANTER ~ P~LAINELANE TRA NE EASEMENT LEGEND Q 2' ASPNALT CONCRETE PAVEMENT Oa ]' ASPHALT CONCRETE PAVEMENT Q ]' CRUSHED SURFACING TOP CWR6E Q B' GRAVEL BASE O 4' CONCRETE SIDEWAIR PER CITY OF YELM Sro. DWG 4-9 AND 1-11 ON SHEET Cit 6' CONCRETE SIDEWALK PER Cltt OF YELM sro. owc /-B ANO 1-n oN sHEEr a1 I12.0'- TRAFFlC EIOSi LANE J l TYPICAL MT VIEW ROAD. SE SECTION CITY OF YELM NEIGHBORHOOD COLLECTOR HALF-STREET IMPROVEMENTS N.T.S. SEC.13, T16N, R1E GUTTER (TYP.) PARKING PUNTER UnUry UNE Ir STRIP EASEMENT 1,I -. ~ 2' CEMENT CONC. ROLIID WRB k WTIER (TW.) TYPICAL ROADWAY SECTION 91ST AVENUE SE CITY OF YELM LOCAL ACCESS RESIDENTIAL N.T.S. I I I PRO R/W Raw 30' stl v 16.0' ].0' S.0' 177E E%IST.~~EC PLANTER ; EP STRIP SIDEWALK °' I 5 dW I „_ ..,.. .., ...::,.: „~ I ..:. .. I Lj CEMENT CONCREET BARRIER CURBh GOITER (TW.) TYPICAL BURNETT ROAD. SE SECTION CITY OF YELM NEIGHBORHOOD COLLECTOR HALF-STREET IMPROVEMENTS N.T.S. PRO ~ R/W 26.0' 5.0' ].0' 16.0'+120'- Ep57, TRAFFlC TRAFFlC Ep LANE LANE SIDEWALK PEANIER ~ VARIES VARIES 1 STRIP i 9-11 9 11 ,: ~ 1.0' .. ..... ~ mow., iztl ~~ .. .... CEMENT CONC. BARRIER CURB k STORM DRAINAGE DESIGN MANUAL FIG B16 noAQ l` f G U,f 6~'~~~~ ~ ~m\a= $4 n. h mmvw, . me acv m.uas h AnA IaT aET~E/e,RAP ~ ~ _ ~ ~ ~ p atra vowN ESI .AeR~ a a INSTALLATION:IInENT Acc~M~~nnorv MAINTENANCE: anslrv oa[xirvc ~NIH ane Irvsloe ans" (uv To Iz weHES seo lrnen-je"Air FuLL sme or cRA~E'E SILT SOCK DETAIL _ µ3O03 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. STABILIZEDWCUNSTRUCTIUN ENTRANCE e~P~eTZ CUea- rzouro euRts CUTT=R ~ ~ AND GETTER ouruNE ~~ ~. svq ~ ~~ ~ ~, a I~~ I ~ ~ EI M~n "NO e> ..: I d DUTjRRH ~.\ ~ i 9 ss 5 I e I 1~ 0 I ~e`~ I N n°I~~ ^vo~D ^ ,~ `ae~ .0 5 aTV Or xu~ ISOMEIRIG VIEW ~E2 24~~ NEIGHBORHOOD - co~~ECroR 4 5 CURB TRANBITION DETAIL 3" CLA55 B ASPHALT 'NISH GRADE 2" CSTC e' GRAVEL BASE ~GMPACTED NATIVE SUBGRAOE OR APPROVED FILL ALL THICKNESSES ARE COM=ACTED DEPTHS. PARKING LOT TYPICAL PAVING SECTION N.T s. AS-BUILT 04/2008 N.\Civil\ONails\ErOSion\FttRenC.tlwg ~nHe Pprc4pi5~~ E IocAI AccESs RESIDENTIAL 4- SEC.13, T16N, R1 E AS-B~jUILT PROVIDE THREE ACCESS RISERS ~ O4I ZOOH PER DETAIL ON THIS SHEET. RISFR 1' MIN. I SXgLL BE SPACED 8].5' O.C. SET COVEN AT INSTALL 6'f ECW-O-CRIP~ll FlNISH GRADE FlNISH GRADE FlNISX WADE OLPPER" MEWMICgL PLUG - (PMT i2Jl-SJB) CATCH. I I.0' E%. WME, FlNISH WADE, BJ.S' BA61N 18.5 PANNG W SIDEWAU( MIRgFl 1/0N \ [F ~~ ~ COMPACT 1HWWWLY 3 LF 6' ADS 3 IF 12' z ~i ~ ,. ~ ,. ~ ,~ O O.OR AOS O 00% FlL1ER FABRIC ON 12'0 ADB I "' ~ TO AVgD SETil1NG o g~ ~2 MINK OVIItLAP IE= J2830 I ~ ERFWAlEO G5 CWNERCIAL IE -328,30 I 6' PVC FlPE 111111////// z NW-P IE = 328.30 IE ~ 1.0. TOP ELEV. 330.3p CWWEIE ~& ~ _-- CM6d! INWSRiI 328.J0 IE 36'0 PERF qD5 N-12 `~ "' "'" ""' ~, I j COYfR MTX LOCK Bq.T 5'0 ADS DRAIN PIPE O S=O.OR I ~ OSy~a^ I ~ b'A PDiF. ~ SET COYER AT nRi H10-2B) NET VAULT 2Ak Ia DRAIN"PIPE CARSW INWSIHIES O 5 0.0; ~~ -/ iL I rc OR 50 AO6 ~ BODY ~PMT~ B3B) 38'0 PERF. AOS N-12 T ( ~ ,DRAIN PIPE (TW.J I a ~ ~g .~ ~1~' `e Ell W wYE _.___ O S = 0.0.[ I ~ ~ AS NEEOm !1 R D TAI 0.5~ 0.5 I RAINAGE GALLERY ~5, ~ I STORM CLEANOUT DETAIL (IN LANDSCAPED AREAS) I I N.T.S. GALLERY "A" D TAI I/ I -L---~ I PgYEMENT PAVEMENT CRADE 2' WASHED I SECTON p.5' COMMERCIAL DftgINROCK I 1.' CONWETE 1J' j ~ BOTRNI EIEV. J25.J0 I - RECESSED HANDLE 1YPE w 11.0' 4.0' I .... , '.,. " ,;: //'COYER OR OLYMPIC FlNISH GRADE 1' MIN. I 6' NOII - / FOUNDRY UB-950 ' ~ ~ ~ PE PVC PITm CI",~--~V _ _ Iw ~ `~ 8 J/{ OLYMPIC FOUNDRY 25' ~~gO Ij r 38'f 10~ ~ T INUNDS FOUNDRY /248 5~`,'y ~ GALLERY "A" DETAIL Ao5 N-,z TLs~ J ~,~P~ Ikl SECTION B-B OR s'O PADS 1 3 4' VSTORM'OCAST N LID IaSS I CO R D TAI o.s' i STORM CLEANOUT DETAIL (IN PAVED AREAS) NEE AULT I N.T.S. I I IE = I IN. 0.25' ACP PATCH O 324.30 I PROPOSED PAVEMENT -I I-1.5' (TW) OR LANDSCAPE SECTIIXI 8 -- - I - _ 38'0 ~.." _ / COMPA~D v COMMERCIAL GALLERY "A" DETAIL FILL (Tw.) - ~.- cpecRETE NOS: SECTION A-A ORAINROCK (TYP.) 36'f ADS N-12 OR 5'0 ADS OPENING IN LID FOR PROVDE USE OF MANHOLE ACCESS LAWER HOOK IS REWIRED. ACCESS RISER DETAIL N.T.S. PRONOE TND JS'I ACCESS RISERS PER DETAIL THIS SHEET. MSERS 5!IALL ~ LOCATED 25-FEET fAOM CATCH BASIN EACH END OF THE NET VAULT. FlNISH GRADE CB1D NATIVE. BACKFlLL ~ ///---MIRAFl 14W / FILTER FABRICON 32 LF 12'0 AOS N 12 ~ ~ / TOP AND SIDES. - -_ --_--_--- 2 MIN OVERLAP IE -- - ----- O 5 1 SE MIN. 12'0 32900 12 ( 1 PVC INLET -- -- ~ s \ / IE = 333.98 f 1 13 LF 12'0 AD5 N-12 IE _ IIIr ~ ~_-. • . •.. `°. .:. ~/ O 5 = 1.235 MIN. 333.82 I - _-""' "i"'~ ~ TOP ELEV. 330.Op ---__ -___- / e WTLET ELEV. IE = 329.48 ti 1 1 1 1 f 1 f ai38'0 PERF. ADS N-12 = 333.98 - \ / - \ / \ / n, . DRAIN PIPE (TYP.) 1.5' (TP. '. L !N pRAINAROW ~ ~ BOTTO O ELEV. 5'f ADS NET VAVLT UNINS"NRBEO NARYE.. SOIL I°e s a3o:D91FT'~' GALLERY 'B" DETAIL N.T.S. ' SEC.13, T16N, R1 E a 0 PRONDE TNREE 3fi'N ACCESS RISERS PRONOE TNREE 38'0 ACCESS RISERS z PER DETAIL ON SHEET C12. RISER FlNISH GRADE PER DETAIL ON SHEET C12 RISER ~ SHALL BE SPACED 18' O.C. SHALL BE SPACED 82.5' O.C. D 18' FlNISH GRADE ~ r CATCH ~~ C7 j MIRAFl 110N II.~, BASIN Q Lila FlLTER FABRIC ON 12'0 PVC ADS 1' MIN. 'j rc I TOP ANO AGES. I ]5' 625' IEs 32].76 2' MIN. OVERLAP. ~ Q - TOP ELEV. 329.]6 I,~ J 12' 3 LF B' ADS ~ ADS O .03 O 0.03 ~, --- ---- J~ I~ IE = 32].18 IE = 32].]6 r I I~i'~ In IE . IE _ I 36'0 PERF A05 N-12 32].]8 32].]8 I GRAIN PIPE O 50.03 ~1 5'0 ADS I t 36'0 PERF. AOS N-12 NET VAULT / ti O 5 N POP~~~~~ I O 50.03 ~ 0.5' 0.5' E n I ~ W (_] ? 0.5' i J I a ~ s L ~~ I GALLERY "C" DETAIL w 2' WA91E0 I.!~I Iw m IIII4I I 1.d 4.d ~ BOTTOM ELEV. 32A.16 I~ of I& 18' ~K FlNISH GRADE I w d ~ GALLERY "C" DETAIL 3._5. 1' MIN. z s ~ SECTION B-B 23 VARIES Iw ~ o ~ ~ 1g`, V~" I~ -~~ NET (VAULT 7, I~ ~ ~ ~ ~ s A~ i o a ~ $ IE = I 323.18 I GALLERY "C" DETAIL SECTION D-D ~,~ e£~ ~~~ =~ ~ . .ii is Consulting Group OEABI/sU69 OVL •iR.W~06TAT01 PIAWMC • SIRMING /2L fib bslA Sk 701 (~N1-W07 ~ (%OI IBJ-1476 Fm 0411fi 004116orat4 C13 srr. to a 11 SEC.13, T16N, R1 E AS-BUILT 04/2008 WATER METER TABLE axra - __ ~ _aar~,x.~Pa°~°,. oa3~.oopxrrx. vcancnL oanm MP1°, u° i"%zE~~ Pr ° Ixco ox°a iL VERTICAL DATUM IS NGVD 1929. ,/a' xc xans x ,°, z oa E° BENCHMARK IS TOP OF LID OF A - ' w/ ~/x' wlo[ a° WSDOi CASED MONUMENT AT THE xx"vuxux vun .rgu~r xun s ixsu,m .r warn mxr s we INTERSECTION OF YELM AVE. S.E. REYwE w,oa ..x.wrsmxw ro. owx.cr. - & MOUNTAIN VIEW ROAD WHICH Is ALSO THE mu6sTaN rMr or .ara ®. A a ~•=o' o~°~ »<n x..axx.xa .z... 2oF AIRF ANDc VACUUM coulvtt's TARGET q 836. BM "°`"""°'""" °'°'"` RELEASE VALVE ELEV = 3aa.11 s. n. xrt. ama ua aw.u wvr ae s mxa amr nmw omr. novro HORIZIONAL DATAM 6 x8 BA616 OF MEDERIAN AND o mr x°m awr"x .adix.x,.. SUB0I VISON IS THE PLAT OF sxux .ua sw. z.: xix «IO,x. s/ams VISTA VIEW p, aaa ~~ saws .ar~LL „~ ~ ." °, x.,,s .,eo s,w o,sa vw ~- "z~ ~..,, a °„ \•°...~ ..,awr; a°°x aa.k m,s°a .., „~ ~ ~~. ,~,w.°..ax ,o~xr° ~ I ~a"«, n°. .xx ..ate. ;°„7~ x.,.. 5,/z. ~/,. .s.. r ,/.- k I _ I P°A- ~zem ax..'sr rl rm x~.. -~~7 z ~~ ~ g eoz LF NFTFR ~~ ~~ ~ ar..~ ~ °PI-.~ W.,,o. ° . _ ~~ _ SF nwi:~ cax„ m <.,,x- f~ s zr a ,p..° Ada`" z°ui,nm.m - , ~ ax:~roa . • `~~ax.~~ s~ '~ axmx. ,x x ~~ ,°~~..°x. w ° as ~~ ~ ~~ rrza n. snzxrs° wL RFrFR ~' _ . °i~ No 0 ~ ° PP ., ,° i. M°. x .~ °. \ a. .a»:n..anb rs: ,><r rgz aax «oa: xa n ~xz;~'gi(°'"(x` .,1.. r a,. , wa x~ ~. a.a a ~ ~ "xz~szr .~ '°®;"^ z; ~ T °° .awwa~zx. R°.~aJ asxxra `aN °w ~ a.E °~ '~^ oo r°.,rrwr<~ L „~ a "/~.. ` ':~°~`~u~"'M ' ~~ ..~ .P' go rvti„ s vex e~° ,~ , ~x.x„ r,sn< <°,.~.° = xa, . ,~~ nm.c e.n °s°i.n m _ '° 5/8" SINGLE s"°"` METER SERVICE ,~"`'`°°" of reAiw Amwmax ,. °°'®`°"" 5/8" DUAL o.~r "°,. ,x~. rE x,..a METER SERVICE °""" oP rax wAaeaioN ~.~n ~'^~"`wa`°`°"" """° TYPICAL METER PLACEMENT ,~ _ar ra.N WAararox q °~x.ee n A°," FIRE HYDRANT '°° ^ " °^ °. ° °~~ x. v.n.avrs ,E 6-1 xm~m.w.u x..r ..v. nwr.os. a xc xc s xvos 6-2 ® rs 5/x° ,v. xx os cin/vsTnxv`oax°vrveiciiP i'seiinovsEau'L 6 w rs s/xv "_ "c os rs fi-6 x ~ s/zoos " ~^ - - 6~7 a°:'a%w Ie. wanA.. s..m soo. a~ ~ ~ ~ -' '~ THRUST Loaos rxausr .. rn rvcs rv .oorvm nT we voonos vw s9onae xcx or wnrca vaEZZUnz m.a r ~+ "`" fFP1N ~...r W os.1p '"L°" 3 4 5 4 ;. , ~ ~ ~ vve o.wnm as aexo v erxo z ~/r aexo ~ v' arxo ouo mo ca T¢ r~// / ~ J I¢ ox,m, ~ ~ ~ WYE wo aoo ¢ooo •.oo mo zsm .wo zm asoo sroo Ty\ ~ ~j\ ~/~ PLAN O ~! ,. zm :x z°o rroo ,:,m a am • ezco 9 zooo s~oo s o,oo ,s,ew \~////\ xoas xnr , X°rz'~: rv ' ^ - ~... X •.:. g ren 7 urvm a socnew iEE CRO55 GATE VALV E 'q G7 HORIZ BEND . suvo zz e zo.eo s ov z.roo a oo r,eo° so eoo ao.soo ^I ~ ~ 5 6 3 aa ar vx "rnx erex-"oxr cwouxo-~ . W ° em O~, ~ y' "' TEE WITH PLUG ~ CR095 WITN PLUG - CR095 WITH PLUGS . LUG OR CAP OTES ,xxxx, a,w°. xExaE w ~.azAS°r~.xEx.ap. a~o~x°rv so~,.aox~arTr 11es. sm or s.r. or aa[n pa~xr mwrzzzee w~w.~x wv NOTE '-.'n«~m~a~: a, x..r r ,ea,wm.rawmna s°wrs 5 5 c 2 ~; q... g 4..' 2 »<.; _ PROFILE J i- v°...°.o,x °. ,.,, ~JI ~swvom°..,r,x.°.r .~° ~66~.~ eoimmw ~~wowau~mo~rr~vaa rsr ,xvcr rv~v"w.,~.~ ~ _ - 2 6 z l SAFE SOIL BEARING LOA06 "„~ wr.r.[xmor su "wm xmumm uavx.xwrsa~.wowvv vnx.nox zrsR. ax s ea x.xo auxrlu nac rouaro. z1au. Wa~ax raxmaucn CONNECTION TO sj"y°j o`i°Es "~xr. "o oxc sncx s sx.u xor .r EXISTING MAIN coxnxuausLr rxaoucx lxs.uunox '^ 6-1C 65' - 90' VERTICAL _~~ WABI~IRUn STANDARD BLOCKING DETAIL ouunm zxnu azNS/e-rwx xcu" w~ rs 6-13 ® o~r~A.ac wore r THRUST LOADS owax "'00° _h 6_14 . . mna: oK awr eeowx° r pF Ygy wAawTax °esr aF wac wowcg TYPICAL WATER MAIN TRENCH & BEDDING 6-IS rs xs. uwmml a1Y411YWMW 1>rra pan o^'^`°°'^'°'^ ,,,,,,, m 6 um ® s ~ ,„, vx,,,,,.x ...aw.~~ •.m aam izo e/:a°e LOT STATION OFFSETa+ TYPE 1 2 O+BS.OD 21.0' LT DUAL 3 4 1+89.00 21.0' LT DUAL 5-6 2+9300 21.0' LT DUAL J-8 4+32.22 439 LT DUAL 9 10 4 J1 81 84.6' LT DUAL 11 12 13 5+2500 5+81 J3 _ J4,3' LT 21.0' LT WAL 9NGLE 14 15 8+5058 92,1' LT DUAL 16 1] 8+9345 J34' LT DUAL 18 19-20 9 31 64 10+]8.00 21.0' LT 21.0' LT SINGLE DUAL z1 zz n+fie.oo z1.o' LT ouAL 23-24 12+]200 21.0' LT DUAL 25 12+48.25 21.0' RT SINGLE 2fi 2J 12+1].18 66.J' RT DUAL 28 29 11+J9 66 85.8' RT DVAL 30-31 11+38.10 66.6' RT DUAL 32-33 9+86.22 210' RT DUAL 34-35 8+6228 210' RT DUAL 38 3J J+58.43-- 21 0' RT DUAL >0 6+88.89 21,0' RT SINCIE 39 8+3].31 21.0• RT 9NGl£ 40-41 5+42.18 21.0• RT DUAL 42-43 4+34.94 21.0' RT OUAL 44 3+2].00 21,0' RT SINGLE 45 2+80.80 21.0' RT SINGLE 46-4J 2+17.97 6].8' RT DUAL 48-49 1+]8.84 85.8' RT DUAL 50-51 1+39.9] gg,g' RT DVAL 52 1+06.10 1 SINGLE J F- 4 ~ N Q (/7 ~ W O C'3 = J Q J_ J ~ W m 8°u~ ~' ~~ok~ wN~ 6 \ m® ~ r ~ c ~~~ e~ .d~Pi: GGGSU111Dg GrGDP BE9GN,12AID ONl •iRINSPORTAnON PLWNNG •9JRYF2NG 1210 61A ANINA Sh 701 D~ ~I~I $m (%0)fm 04116 04116wIM E C14 81T.14 GF 16 t TYPICAL 1" SERVICE CONNECTION APPROUEO ~7 NZ PMX PMX 0/ipi/00 ~ t/a'v 0 PA~E~ oErA~~ oA.»~~E~. ~a, ,Ra P~~ ~~o~~r o6~E~ P' E'~~ ~ ~aH~~_ REMOTE POST -RESIDENTIAL PUMP CONTROL PANEL NSTALLATION .POA~~o o ~ „4 PMx PMx ~Mro ~ar1/oG .Paa>n= ~R oRE==~RE ~,,,~~ ,Ea ~^~.EaPaE,E ~.~Er "wNO' A,~H~AOU~o.. 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Ss. _ ~. °efiz: ~~ _~--r~ ---o --- --e.oo -- 5 s.oo ,o n /. 25s r. 1~~ ~ ..me9 e18 os s s s zz e3 ~ a.n.~ ~ ,,.zest ~ so4w~ ~' .zsS9 a<8 v 37 ., 36 ., 95 m 84 33 ~"v~ a.e~i6.~F. i I c.o r. s. a< e.r. e.o sr. ~ _.. - sr. s.r. ~a.a1z aF eeZs.r - Ig `30 a e.o sr. .,i9 aes Bs s~ ] ' ~ ~ e.o .. / to o,xx- - s' ac ABOVE cRADE~ INSrALL z-}" BELOW FINAL canDE LEGEND FINAL GRADE ,, y~y ELECTRICAL CONDUIT ~~ STREETLIGHT LOCATION .uec I CUI 3" X 6" SLOT 20 -26" - °HP ~p EX. OKRHEAO PONER AND POLE ~eom1 = BELOW TOP OF TUBE FOR CIC AS SHOWN IN PLAN VIEW DETAIL w. Urv le la r ~ CONSTRUCTION NOTES e ~ `E E roT FOR ADOITONAL STREET LIGHTNG NOTES SEE SHEEP C0.1 3s is z< es xc ~ O FOR D RECIXIBUR ED POLE ANDESCHEDULE ONETHISTSH ETOPY TOL ~a' s' ~~ ssc Tne. c Foa INSTALL 25' OR 35' CONCRETE PIXES PER SCHEOUIE ao za N/A ne~ 1E EI` TMII~EarI~I~fdR°IRwA;~a_~x_~~ NOTES: TRnrv neE POLE IS SEi OIRECTL` FN STREET LIGHT UBE. T IS MIHEN dA'K ILLED AND TAMPED WTH 5/e" NUS CRUSHED ROCK DO NOT USf THIS CHAR FOR pECORATIVE CONCRETE USE CORRUGATED PLASTIC CULVERT PIPE ONLY SEE TABLE FOR TUBE LENGTH FOR SPECIFIC APPLICATIONS STREET LIGHT TUBE INSTALLATION DETAIL FOR DIRECT BURIED POLE (NOT FOR DECORATVE CONCRETE) N.T.S. SCALE: 1'50 FEET D 2s so 100 1' ' VEP. iICA~ IJA ILM VERTICAL DATUM IS NGVD 1929. eENCHMARrc Is ToP of uD of A WSDOT CASED MONUMENT Ai THE INTERSECTION OF YELM AVE SE & MOUNTAIN VIEW ROPD WHICH IS AL50 THE 1HURSTON LbUNTYS TARGET k 836. BM ELEV = }4q,ll HORIZONTAL DATUM RASIS OF MERIDIAN AND sueomsoN Is rHE PLAT of VISTA VIEW LUMINAI RE SCHEDULE za0 voLTs LNOM. IA 1TG LOCATION STATION, OFFSET STYSE t 35' BURNETf ROAD 0+40, 22' LT. DIRECT BURY 2 35' BURNETi ROAD 2+35, 22' LT DIRECT RLRY 3 25' 91ST AVENUE SE 1+]9, 22' LT. DIRECT BURY 25' 91ST AVENUE SE 4+88. 22' RT. DIRECT BURY 5 25' 91ST AVENUE SE 8452, 22' RT. DIRECT BURY 6 25' 91ST AVENUE SE 11+85, 21' LT. DIRECT BURY ] 35' MOUNTAIN NEW RD 0+b, 32' LT. DIRECT BURY e 35' MOUNTAN NEW R0. 2+40, 32' LT. DIRECT BURY ~' z ~ ~ d U' F Z _ = o _ co °~ `s ~ LL = J Q _J J ~ W CO ~'~ ~~8 ~ k o ~ i ~ ~ ~ ~ g ~m®~m r]ae I S B i a ~ ~ i ~~a 1 1i ~~l~l^ Consulting Group DE8B1/ELVD aK • TRU15PmuTlox PINNING •81RTETNC /2L BM1 AgeL NC AM (~ ~ (]MJ IA4NA Fm 0411fi ~ 041161101 E C16 sxT.1s a 1s