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20070057 Full Size Plans 040708THE H O F F M A N PLAT a~ll"~~~NI 6 TYSIEAI NAD83/91, soum 20NE HEARING'S EXAMINER CONDITIONS OF APPROVAL 1. TIE CONgl10N5 aF mE MITCATEO pETERMI11Ailg1 Qi NON-SIgIIFTCAIICE ME HEREBY RE]EREN® AND ARE HEREBY CONSIOFAEO CONOIMINS OF Tw5 APPROVAL 2 EACH DYF111NMr MTW THE 4JBgNS1011 SHALL CONNECT TO TIE dtt S.T.E.P. SEMER SYSTEM. mE PR0.ECT RILL BE REOlMEO TO EXflOW TIE SEWER MMNS ACROSS TE CL1LLD15 ROAD FRONTAGE AND ALSO CONNECT ro TIE PRAX9E MNDS STREET LINE TNIOUCII 111E PROPOSED PROJECT TO mE CULLENS ROAD PLAT TO mE Nam. mE CgINECTNM FEE MID INSPECIKN F1EE YALL BE ESTABMSNED AT mE lYE OF BUILDING PERMIT ISSUANCE. 3 ALL OKll111G IxNR R1TNN mE SU^gN51011 4nALL CONVECT TO mE dtt WATER 3YSTEM. TIE PROJECT RILL BE REWIRED ro E%TND TILE WATER MAINS ACROSS TR: CULLENS ROAD FRONTAGE AND AL50 CONNECT TO TIE PRAXRE RINGS STKET LINE TiR000H TIE PROPOSED PRDJECr ro TrIE auENS aoAD MAT ro THE Nam. THE cax[cna FEE AND METER FEE WILL BE ESTABlJ5NE0 AT TE THE OF 81MDMG PERMT ISSUMCE. ALL REOU^EMENTS Fa CA055 CaNECTOH CaTROL A8 REOUIRFD M SECMIN 218-290-490 WAC SHALL BE MET BY TIE APPLICANT. {. TIE dNL ENtlNFFRING PLANS SHALL MCLUDE RAxS Fa mE COL1EClla, TREATMENT, AND MFk1RATa OF STORMWAIER IN ACCg1DANCE Mm THE 1992 DOE STORMNAIER MMUM. AS ADOPTED BY TIE dtt Oi YE1L. BEST MNIAOD/Q/T PRACTGES (BMP'S) ME REgIIREO W^NG Ca51HUCTa. A 10-FOOT SE1BAd( FRpI ALL PROPERTY UN6 ANO EA331EN15 ARE aEW^EO Fa STORMWAIER fACRJ11Ei. IIIE i1NAL S1aMWAlER SK1EM SHALL BE NEID IN CdYgl BY 111E NOYEOMNERS ASSOdAII(XI AMD TIE HOMEOWNERS Ag1EEMENT SHALL xI0.U0E PRONSIONS Fa mE ASSESSMENT Q FEES AGAINST MdNWAL LOTS Fa TR: YAMIDUNLE ANO REPMR OF mE STORYPMTER FACNITIES. ALL ROOF GRAM RUNOFF SHALL BE Ni1L111A1m a EACH LOT UMIZING INgNWAL aYMF115. S. TE APPLICMT SHALL SUBMIT A FIRE HYaMT PLAN TO mE CONIMUNItt DEN:LOPINNT DFPMIYENT Fa RENEW AND APPROVAL AS PMT OF 111E qNL ENCINEEIMIC PLMS PRIG ro i1NAL SLIBOINSION APPROVAL TIE APPLICMT SHALL SUBMIT FNIE ROW CALCINATg15 Fa ALL E195TING MID PROPOSED XYaMTS. ALL HYDRANTS MUST MEET NNIWNJN dTY STANDARDS. 6. TIE MPIICANT 91ALL BE RESPgISIBLE Fa TIE PAYMENT fF HYaMT LOCKS a ALL FME NlaMi4 REGURRD AND THE LOCKS SHALL BE MSPECIED BY TILE PUBLIC warts O~MTYENT B6aE PROECT COYREmkI. TIESE FEES STIALL BE COILECTEO er mE COMM1Mtt OEVFLOPYENT DEPMTIENT PPoa ro MIAL PLAT RECORgNG. J. S1REEr LMMiMq AMD MRMa STREET UGII1111G WILL BE REOIRRED. TIE APRICMT SHALL CONTACT M10lNR/T TO PRONDE A LNiH1NIG OESNM PLAN Fa APPROVM. Q PLNISUMT TO TIE REOLRIELIEIITS d• CHMIER 13.10 YNC, THE FOLLOMMG REgIIREMENTS MUST BE NET Fa COMCURIRNCY PURPOSES: a. mE RUNOFF CF ANY S1TUC1lXRE MITRN 1TR: 91BOINSION SHALL PAY A FIRE PROIECm:N NNACT FEE PURSUMT TO SECna 1s./0.020(BX6) YNC. 111E NIPACT FEE Fa 1006 IS 10.214 PER SOMME FOOT OF NEW DEN:LOPYENT, AND 5 PAYABLE AT ^IIRUIINC PEIIIAIT ISSUANCE (FEE SIIB,ECT TO CHANGE). p. PRIOR TO dNL RM APPROVAL, TIE APPUCMT MILL PRONOE TIE COMMUNITY DEN:LOPMENT OEPM151ENT M AODIIESSMG YM Fa APPROVAL 10. PRIOR TO FINAL RAT APR1CATa. A SIIBgN51a NAME MUST BE AE3ERN:D Mm 111E TNMSTa COUNTY AlbIT01YS OFFICE. 11. TIE qNl ENGMEEl6MG PLMS 91ALL NiCLUOE A OETANED LANDSCAPE PLM mAT IOENTIFlES T1TE5 N, ^, AND V IANDSCAPMG MIwCH IS CdI951FNT Mlm TIE CONCEPNAL LAxDSCAPING RM. T3PE N l.NI04CAPNIC IS REOU^ED ALONG Trt PERMM:IFR aF TIE PROPERtt Alq ALONG TE FRpITAGE ai d1L11DK ROAD. A TYPE M LA1p5CAPE BUFFER SHALL BE IOEN161ED ALONG mE PROPERTY FRONTAGE OF CULLENS ROAD AS HELL AS xEW MTERNAL STi£ETS TYPE Iq WIDSCAPMC ALONG d111EN5 ROM 91ALL Md.UOE aOUGHT TIXEAANT SIwR1BS MD BARK INSTEAD OF aA55. TYPE V LANDSCAPMC SMALL BE pSPUYED MTNN ALL S1gTAWATER RETENTa/DEIENTa fACJLITES. ALL RM11NG S1RW5 AND AEWpEO lANDSCAPINC LOCATED M CULLENS ROAD SHALL BE SERN:D BY A GRIP NM9CAmIN SYSTEM Mm A SEPARATE WATER METER AND M APPROND BALKFLOW P1IEVENMIN OENCF. TIE APPIJCMT SMALL $U9NT A FMAL LMq$CAPE AND IRRN:Am1N PLM AT TIE 1NIE aF CINL RAN wBMrssa. 11. mE APPLICMT SHALL PRONOE A MMMIVN q; FlN: (5) PERCENT aF mE a055 WID AREA AS WAL#1m aF11 SPACE OEKLq'ED AS PARKS 13. TIE OEN:LOPER SHALL MITGATE TREE LOSS AT A MINIMUM aF 1-1 Fa TREES mAT CANNOT BE PRESERVED. TREE LOSS SHALL BE MnMsAiED BY PLMTNC A MI% OF EN.RaRN MID OECIDVOLIS TREES ALONG TM: EAST PROPERTY LINE AND WITIIN TIE OPEN SPACE. TREES TO REIIAM WST BE PROTECTED DURNIG LON41RlICTON PURSUANT TO dIM1ER 14.14. YYC. 14. TIE APPUCMT SHALL PRONDE A PEIIFaMMCE A59JRMCE DENCE IN giOER TO PRONDE Fa YNNIENANCE Of TIE REGUNIED LMgSCAPINC UNTL mE IENMT a MpIEOMNERS' ASSOgATON BECOMES RESPCNiBLE Fa LANOSCMING YNNIENANLE. TR: PFRFdNIMCE ASSURMCE DENCE SxML BE 150 PERCENT OF TR: MTCIPAIED COST TO MAMTAM TIE LANDSCAPING Fa TREES YENS. TK CQIIRACRIR SHALL BE FINAY RESPg15^LE Fa mE LOCATON ANO PROIECTa D< ALL E%anMC unuTlES. TIE CdI1RACla SHALL YF^iY ALL UTLItt LOCATIONIS PMa TO CONSTRUCTION eY CALLRIG TIE UNOERQIWNO LOCATE 1111E AT 1-4110-121-3555 A 16161N1Y dF M MdMS PRIOR TO MY E%CAVAIKM. TIE WNIRACTa MLL ALSO BE RESPgI51BlE Fa MAMTNNNIG ALL LOCALE MAIMS ONCE TIE UTR111E4 MAN: BEEN LOCATED. RIMII SF ~ JRRAN a 3/11/94 p5V MI A WIER.IIq Bw1on z/IJ~II IQf4 NI YELM, WASHINGTON SECTION 24 TOWNSHIP 17 RANGE 1E W.M. FEBRUARY 2008 PROJECT SITE q Z y ~4 ~ p C 2~ ~ ,~ ~ , A< ~~ 1 ~~H YELM YKA/IiiY YAP NOT TO SCALE LlI~lO4 ^ SEWER SERVICE BOX - w - - - w - - - EXISTING WATER WATER VKVE -r- PROPOSED WATER LINE A HYDRANT - ss - EXISTING SEWER ^ WATER METER -p6- PROPOSED SEWER LINE ~~( PROPOSED STREET LIGHT sD - - EXISTING STORM DRAINAGE KI EXISTBJG STREET LKiLiT -n- PROPOSED STORM DRAINAGE ^ CATCH 9ASNJ -------- - PROPOSED ROW PROPOSED PAVEMENT - - - - PROPERTY LINE 0 LOT BLDG ENVELOPE PROPOSED LOT LINE RiOPOSED SIDEWALK - - - - - PROPOSED EASMENT oea - - - EXISTING OVERHEAD POWER R~b ~.~ c. coy4, C sK~«~nas COMMOLLY ~,;,,~,~ sole L^ay aoulWV.re se, Lapy, we4TinDtm De5o3 (380) 4D1-33RD (800)154-7545 FBZ (380) 4813857 mURSTa CWNTY CONTROL PgNtS 25J N 59],515.98, E 1,113.138.22 359 N 803,43].82, E 1,108,]90.28 836 N 598,849.58, E 1,110,484.08 841 N 592.654.49.E 1.113.OOS1J DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99892 APPLICANT ENGINEER STANTON DEVELOPMENT, LLC SKILLINGS CONNOLLY, INC. Po Box z3D7 5o1s ucEr BLw. KIRKLAND, WA 98083 LACEV, WA 98503 (425)827-5722 (360)491]399 ATTN: RANDY FORSYTH ATTN: ROBERT G CONNOLLY, PE PROJECT DATA SITE ADDRESS: 9405 CULLENS RD. SE. YELM, WA TAX PARCEL No.: 21724110700 ZONING: R~ CHAPTER 17.15 AREA: 2.81 ACRES NUMBER OF LOTS: 15 LOTS WATER: CITY OF YELM SEWER: CITY OF YELM S.T.E.P. POWER: PUGET SOUND ENERGY STORM DRAINAGE: ONSITE RETENTION / INDIVIDUAL DRYWELLS BUILDING SETBACKS: FRONT = 15' SIDE = 5' MIN EACH SIDE, BOTH MUST = 12' FLANKING YARD =15' SHEET^ TRLE 1 COVER SHEET 2 T P 3 GRADING PLAN 4 GRADING AND DRAINAGE DETAILS 5 ROADWAY AND DRAINAGE PLAN AND PROFILE 8 DRAINAGE BASIN DETAILS 73 ROADWAY SECTIONS AND DETAILS 9 WATER AND SEWER PLAN AND PROFILE 10-12 WATER AND SEWER DETAILS 13 SIGNING PLAN AND DETAILS 14-15 FRONTAGEIMPROVEMENTS LS-1 LANDSCAPING PLAN LS2 IRRIGATION PLAN APPROVED FOR CONSTRUCTION B ~x F - DATE: 4-v-oe opulent Review Engineer APPROVAL EXPIRES: `/'- 7- °9 J J pyµelW^\WIFA Ilol4nN RW\CMTF+~11*\[Q6AIUC1g11p0451F .SECTION 24 TOWNSHIP 17 RANGE 1E W.M. DRAINA E GRADING AND TEyPORARY N:59 091.85 APPRO%IMATE LOCATION OF EROSION GON TROL NOTEC: E:1112587.80 ~ / E%ISTMG HELL, ABANDON ~ ~ ~ I I G 1 PER DOE GUIDELINES / ~ I ~ REWI 1. TEM S 1 O ~ AN Z~~ \ I 5 \ I ) I 1 l \ I \ I , / I 1\ \ I I 1 ~6 AND AS ~D STANDARD SPECI 0!_15 OF THE TION CE 'MTI S WS I ~ : R'°'.ii ~ ~ I' I I~ I I I 1 ~ 1 ~ : FOLLO SqL EROSION AND WATER POLLUTON/FLOOD CONTROL PLANS 31ALL BE q I I I ~ I SHED I \ O . II~ TME ~~PROVAL OF TE7£ ~ O R TRAM ~ 111 )I I 1 / / \ \ \ E:11 13106.]1 BARN f C N ACTNTY Y CONSTRUC AN PLANS SHALOPRECLUDE ANENT STORAGE AND DETENTION AREAS USEp AS PART OF THE I_ ~ ~ ~ I I B. ALL PERM RY EROSION CONTROL AND WATER POLLUTON/FLOOp ACTNTES AND R - -- A TEMPO CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS. SAND AND OTId MATERIALS I I ~ I I FOLLOMING COMPIETON OF CONSTRUCTON. I ~t 1 -~ 4 I I ~ ~ , ~ , ~ ~ , \ ~' 2. CgAPLY WITH ALL OTHER PERMITS ANO OTHER REQUIREMENTS BY TIUR5TON COUNtt R OTHER GOVERNING AUTIORItt OR AGENCY ~ 3 _ _ / A } E%ISTNG . O ~ --} ` ~ - - - 1 - - ~ 5 A / BUILDINGS 3. PRIOR TO ANY OTHER WORN ON SITE, EROSION CONTROL FENCING AND ROCK ACCESS P T 1 - - - - - L 3 - - / J REMOVED DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN. ,T _ _ - I I ~ I ~ TMRWGNOUT OURATKRI 4 E C L ~ N: ]037.28 61 2564.1] I~ 5 I ~ / I WNTY. AS DIRECTED BY TH PROJECT CONSTRUCTON O J A ' 5 - - - S _ S S ~ E ,~ 1 5 ~-5 ~ SS 5g _ i _ - . f 5. DURING THE TME PERIOD OF NOVEMBER 1 THROUGH APRIL 30. ALL OISTVRBED AREAS THAT ARE LEFT UNWORKED REGULARLY OR FOR AN 00 S F /' I W H _ ~ ~ I . . GREATER THPN 5.0 EXTENDED TME SHALL BE STABILIZED BY SEEDING AND MULCHING. I D I 3 / W I W I ' W . / ^\/ L ^ 4- 6. STOCKPILED DIRT MATERIAL SHALL BE COVERED. -~ ~ ~ =' ~ ~' ~ ~ ~-. - _ ~.4 ~~ ~ - ° ~ "~ 4 e - ' ~ ' ~ ~ ]. THE CONTRACTIXi SHALL BE RESPpJ51BLE FOR OUST CONTROL ON SITE DURING A R CE I ~ R Z _ ' ' ' I T ~ ' - '~' '` --' ~ ~ ' ~ 1 ~~ "' ` ~ M N CONSTRUCTON AND SHALL WATER GOWN AREAS AS NECESSARY AND IN CONFO N1T1 THE PERTNENT THURSTON CIX1NN ORDINANCES j 3 1 ` 1 ~ I - \ 8. ALL DISNRBED AREAS SHALL BE SEEDED PER THE STABILIZATION flEWiRFAIENTS OF I 1 ` I _ ~ I TABLE 9.1 D< THE THURSTON REGION DRAINAGE MANUAL. I 1 1 ~ 1 1 1 ` ~ 1 ~ \ I 9. FILTER FABRIC FENCE6 SHALL BE MAINTAINED IN ORDER THAT STgiM WATER I I 1 ~ ~ 3~3,,A I 1 ~ ~ FENCES RFTER EACIH RUNOFFEVENOFAgDIOALILY DUR NGS PROIANGED RAINFlAND REP/JR I 5 CJ R 7 8 , I L ' THEM AS NECESSARY MHEN SEDIMENT BUILDUP BECOMES E%CESSIVE. RdOVE 111E / I ~ ~ ,I J ~I 1 ~ I L~ Z 1, ~ ~ 3 ~ I SEDIMENTS OR BUILD A NEW FENCE PARALLEL TO THE OlD ONE. , ~ b APP 0%IMATE IDCATON N % ~" \ 10. IN AREAS UNDER STRUCNRES PAVING SECTIONS AND BIOEWAIHS. STRIP ALL TCA'SOIL I . ` OF EXIBIING SEPTIC ; R a 2 TO BE ~ AND ORGANIC MATERIAL FOR STRUCTURAL FlLL IN AREAS UNDER FOOTNGS AND SLABS / ~1 I A ` ~ SYSTEM / l I I I I ED ` O11 GRADE, ALL SOILS SMALL BE COMPACTED TO A MINIMUN DENSITY OF 90x OF ASTY I I Tss ~~ ~A ~ ~ _- i CCUNTY AND J THURSTON I • 0-1551 OR 95x 6 UBC 70-1. 1115 INCLUDES PROOF-ROLLING NATIVE SOILS EXPOSED MATERIALS UNDER MENT OF FlLL % I I DGI GUIDELINES _ `~ . IN 1HF BOTTpA OF THE E%CAVATON PRIOR TO PLACE THE PAVING SEC110N SHALL AL50 BE COMPACTED TO THE MINIMUM DENSITY BY / 1 PROOF-ROWNG PRIOR TO PLACEMENT OF THE PAVING BECTON: THIS NlCLUOES 111315]1] ~ I ~ _ PROOF-ROLLING IN-PLACE SgLS, SOILS THAT HAVE BEEN DISNRBED DURING TRUCTION AND ALL STRUCNRAL FILL MATERIALS . I 3 TA 4 N. 1 ] ~ 1 ~ N~596B85.96 ¢T . CONS 11. FOR IMPg2TED STRUCNRAL FlLL A CLEAN, 51%-INCH MINDS, WELL GRADED tliAVEL OR ~ 1 ~ E. 11125]] ]] 1 ~ GRAVELY SANG (CLASSIFYING AS CW OR SW AS DETERMINED BY ANSIIASTM TEST METHOD D-2460 SHALL BE USED. NO MORE THAN ]x BY HEIGHT SHALL PASS TIE OTHER MAIEPoAL 4 TEST PROCEDURE VERTCAI DANM NGN)39 KF VNnTF c/74F 1 F Oi INSTALL CONSTRUCTION ENTRANCE PER DFyOLI ]ION NOTES: ALL E%ISTNG HELLS ON-SITE SHALL BE 1 ~iq~i C6gT0 AATTACH FAmtICTTa LmSR Oq E qN MESH BnCKUR SIIPPGtT . 0 /200 SCREEN AS TESTED BY AN51/ASTM D-11 USE BE SUBSTNTEO WTI PRIOR APPROVAL BY A C~OTECHNICAL CONSULTANT FOR 12. ALL FILL SHALL BE PLACED IN UNIFORM Hg2120NTAL LIFTS OF 5% TO EIGHT INCIIEB r-~- DETAIL THIB SHEET . ABANDONED PER DOE REGULAlIp15. AS ~mm LOOSE THICKNESS, CONOITONED TO THE OPTIMUM MgSNRE CONTdT. AND RRNI~Nww~ WASHINGTON COORDINATE SYSTEIA TI ZONE BASW ON GP6 2 INSTALL FLIER FABRIC FENCE O COMPACTED TO THE SPEGFIEO MINIMUM DEN9TY BEFORE PLACING TIE NE%T LIFT. ALL UTLITY 1RENCH BACKFlLL SHALL BE COMPACTED AS SPEGFlED ABOVE. NAD65/91, SW RM 11E5 T0: O3 INSTALL SILT SOCK PER DETAIL I I 13. PUCdENT OF FILL SECTIONS ON SLOPES GREATd THAN 4:1 (HORIZONTAL TO II VERTCAL) SHALL BE BENCHED AS DIRECTED INTO NAIVE SOILS. HEIGHT ANO WIDT1 lIRR5Tp1 Cd1Ntt CONTROL POINTS 363 M 'A],546.96, E 1,113,136.22 ]90 36 E 1 106 CONTRACTOR SHALL ADO ADDITO4AL EROSION CONTROL FEANRES AS I I rv BORY BOTTpA OF THE BENCH WLL BE DETERMINED IN A FlELD BY A SGlS ENGINEER OR dCINEETNG GEOLOGIST. . . . ]69 N 60J,40].62 6Y N 696.619.56. E 1,110,16106 NOTE: NECESSARY. ER ni Mn }} 14. IN CASE EROSION OR SEDIMENTATON OCCURS TO ADJACENT PROPERTY OWNdS. O11 641 N 592654./9. E 1,113,005.4] CONSTRUCTON OF INDINDUAL DRYWELLS MLL BE w I T - -- ----------- YI-- 6° mENCH 4° CONSTRUCTON NORK WITHIN THE DELELOPMENT THAT 'MLL AGGRAVATE TIE SINATON SCALE IN FEET REWNtEO WRING BUILDING PERMIT PHASE ON EACH r II 6' MnX II IN TIE FUNRE MUST CEASE, ANO THE OWNER/CONTRACTOR N1LL IYMEOATEIY ' DbTANCES ARE GRID US SURKY FEET COM6R4:0 FACTOR 0.99992 0 2 ~ LOT 40 I t--_-~I I f qt 51EEL GENCE POSTS ` MLL CONTNUE UNTL SUQI COMMENCE RESTORAPGJ METHODS. RESTORATON ACTNtt TME AS THE AFFECTED PROPERTY OWNER IS SATISFIED. NVOO 15. SHOULD TIE TEMPORARY EROSION AND SEDIMENTATON CONTROL MEABURES AS BHOWl1 ON THIS ORANING NOT PROVE ADEW ATE TO CONTROL EROSION ANO SWIMFNTATON, (WSTRl1CTION NOTES ( II FriAlll TIE APPLICANT/CONTRACTOR SHALL INSTALL ADOITONAL FAGLITES AS NECESSMY 10 . 1 Rd9NMRR• Na NAT6AMLn 9IAU R w AmdmNxc NM TR -0--~-- FLIER FABRIC FENCE 'f~, FlL~IA`BRIC ~ NA PROTECT ADJACENT PROPERTES. SENSITVE AREAS, NANRAL WATER CWRSES AND/OR STORM DRAINAGE SYSTEMS. Ydlt dEEDIf SfA1OMO SECR1cA11016 fOR AWO fEOTGtKx9 %%X E%ISTNG CONTWR - ~ $ IR RdW NOZ AID MNAOFAL d.snlllcnW, PuEURIm MTATwx : ' i 16. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATON ANO NHERE NO NRTId ALL DISTJRBED AREAS WORK IS ANTICIPATED FOR A PERIOD OF 30 DA15 OR MORE 1RIU191 .RNILT 9Y M 1NM16M 6TA1E mwtrolT a IYO ~W nAh ~~~' AIaGAx PLINK. McR%S WHEN RdONNG SILT SOCK USE ADEWATE STAFFlNG TO NOTE Q~ Z o BACKFlLL ANO TAMP . MUST BE IMMEDIATELY STABILIZED WITH MULCHING. GRASS PLANING OR OTIEfl '~'ARa '~ dTM d: 'R111 MK WdMS ~~~ : ASSURE TIE FABRIC ANO SILT GOES NOT FALL INTO THE CATCH BASIN. o APPROVED EROSION CONTROL TREATMENT APPLICABLE TO TIE TME CF YEAR IN DING ALONE MILL BE ACCEPTABLE ONLY DURING TIE MONT15 w1DE w1WLS 1611116 nR ![t+Knlgxs N Au RaC9R MdMIbK. LII6 E91rvuDIT, MLL E APPRO4ET Fdl WESTON. GRABS SEE OF nPRIL TIRWGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED. HOWEVER. ~ 6R ry TIR DI61I[FR. INLET OVERFLOW NTRACTOR. BUT MUSE BE CO L E ~ O I UL AU 2 dYNRCRW 9TAKti 9VLL ~ IR pE9W EKpA9I din 9 > ~9~ R ~~'~ PROTECTOM p o8 12° MIN ~a i ~ 4' MIN. T. OR OTTER TREATM N WITI M CH NETTNG GMENTE0 1]. REMOVE ALL REMAINING TEMPORARY EROSION ANO SmIMENTATON CON1R0. FACn1TE9 ~ ~~ N . M1y ~ D OR STELL POSTS ONLY MHEN TIE dTRE SITE IB STABILIZED. > lOl0Y11Y DIORd1 AIO 9EDY¢linll611 O6KIROL WNL R 4' TO 6° QUARRY SPACES HOO URDITAHII d6W6 MI61AlICININ 10 AND oAMME to 1N3 dl A9M(DIT P60PFRTEi SK pRONOE NLL WIDTH OF TEMPORARY SILT FENCE awNwlm PAa sEOIMENT cATCH INGRESS/ECRE55 AREA E APPROVED FOR CONSTRUCTION 1 ANa l9 A«Y a sT: rROmlls 69A9WnY oWSTNKTKN, q YIp1UpIR N W6IIIIL' NM6WnY FAduIES A COLLECTOJ B ASIN INSTALL COMSTRUCTON ENTRANCE AT LOCATON WHERE ACCESS OFF aF A PAVED ROADWAY BEGINS. Nor rD scnL ], ~ DATE: 4 ~7- ='S ~ mlF6aa WM1 R ~~ WTM 'RYf RM906Nrt AM 9RI16 AN/EO19R. THE CONTRACTOR SHALL BE NLLY RESPONSIBLE FOR THE LOCATON O~~ oprnent Revlew Engineer tK ~~ Alo ~~ dNnMC196(6) uun R N ATA90N12 ~ c'ONCTRLCTION ENTRANCE AND PROTECTON OF ALL EXISTNG UTLITES. THE CONTRACTOR SHALL VERIFY ALL UTLITY IOCATONS PRIOR 10 INSTAMI SILT SOCK IN CB'S CONSTRUCTON BY CALLING 1HE UNOERGRWND LOCATE LINE AT 61 MR61 Q (q16 uTUI[5 AK R~ To R AS SHOWN AND ADD STORM NOT TO SCALE 1-600-424-5555 dRRNADRD N M 1ELY NWT-d:-YMr, THE MPO¢AIIT 1MALL RQIIC M MCS69MY TJYR D1d1 TIE TNN BASIN PROTECTOJ AT RIGHT A MINIMUM !K 46 HWRS PRIOR TO ANY ESCAVATON. ME CONTRACTOR MILL ALSO BE RESPONSIBLE FOR MAINTAINING APPROVAL EXPIRES: 4- 0 7 _ 0 9 11°A6 "°E010"'° 1O C0M6"""'110M' R xNTAIIID AT FAW ¢nRN 6A911 LocATNM. SILT SOCK DETAIL ~~~ ALL LOCATE MARKS ONCE TIE UTlITES HAVE BEEN LOCATED. A RT fOd RYLL ~ PATE REVISIONS ~n~ O.C h 06519-A DESIGNED BY: B. JOHNSON ~ D] ND. DATE C SKILLII~IGS HOFFMAN DEMOLITION & ]ESC ENTERED BY: M. WARE O6 07 i 9/200] ItENSED PER CITY COMMENTS ' DHEGKEA BY: conno«Y ~ PROJ. ENCR.: R. CONNOLLY D6 D] PLAT DETAILS AND NOTES ~, ~ 5018 LRCey BDMI.Y.b SE, Lecsy, W6.HiIpMn 98503 , 5 Iwr bNIM MMNNm 3/13/R 654 MY (380)4913389 (800){51-7545 Fa%(380)4913857 YELM WA s¢m A IllllnN pyl -AyFW! AM01 15 1116 W I CH ROADWAY TO BE r / OPEN SPACE SHALL BE ~ / \ I I tU \ CONSTRUCTED PER \ h REGRADED TO MATCH E%ISnNG \ CULLENS ROAD SUBDINSION ~ ~ AFTER coesrnucnoN of BARN ' ~ ~ ~ ~ ~ \ \ ~~~ T\ I \ / CgJ51RUCnON PLANS. 1 / ~ \ STORMWAIER FACILITY. - ~ ~ I // ~l ~ ~I~ ~ ~ 1 1 ~ ~ \ ~ ~~ ~ ~ I I A i AL J \ ~ L 1 ~ ~ I I~' ~ ~-~ ~ \ ~ ~ ~ ~ , ~ i ~ ~ ~~~ i 14 ~ i E ~ ~ 2 ~ i ~ I ~ ~ I- -~ r i ~i -s-~-- I ~ `~ - ~ I ~ i ~ ~ \ ~ ', ~ ~ ~ 1 ~ ~~ ~ ~ ~ ~, ~~ ~ I ~ i ~ i ~ i ~ Zvi ~ 1I 3'~ ~ ~ i I ~ ~ i ' ~ ~ ~ ~ --~ ~ i i ~~~ ~ i ~ -~ ii ~ , i I ~ ~ y~ X49 , ~~ , ~~ '~~ ~~~~ ~ , - - ! , ~ ~ ~ /~ , ~ i _ __ _ _ - - - ~' - ;. SCHE®IN FEET I I ~i w 3~ jn I 0 20 10 I ~ g+. W j INSTALLROG( RETAINING N;n GW1 WALL PER DETAIL 4-18 ON SHEET 4 AND EIEVATONS MATCH E%ISTNG THIS SHEET ~n~ww ROADWAY ELEVAngVS DESIGNED BY: B. JOHNSON O6 07 N0. DATE ENTERW BY: M. WARE O6 07 1 9/200] RENSEO PER CITY COMMENTS CHECKED BY: w 2 ,/2DOB REND PER qTY COMMENTS „-D9-D] PROD. ENGR.: R. CONNOLLV O6 07 rlrlr a.Mm sN.al m a/IS/Oe ass Av ~ ~KILLII~IGS HOFFMAN 06519-A _ ~ CONNOLLY GRADING PLAN ~* o ~ ,HORIZONTAL SCALE 1"=14 FEET. LEGEND : ar VERHCAL SCALE: 1"-4 £EET _ f 348 I(EYNO?F~: _--%%%---EXISTING CONTOURS 348 -.: -~ ` ... w ALL GRADES SHALL HAVE A MASIMUM %%%-PROPOSED CON10UR6 ~~ f n E%ISTNG GRADE ,~ ~ 344 ^~ SLOPE OF 3 HORIZgJTAL TO 1 VERTICAL ~ ~ PROPOSED ROCK RETNNWG WALL 344 n ~$ ~ a~ ~ APPROVED FOR CONSTRUCTION M '° DATE:4J-~8 BY 340 ~ 340 ~ / ~ °~ $ a~ jj De bpment Review Engineer PRDPOSED 8 ~,~ ~ ii vERn AL DATUM NGVD29 FIWSHEO GRADE (MA% WALL HIEGH •n T 4') _ S~u ~ ~~~ 336 ~ n$ -~~ - 338 WASHINGTON COORDINATE SYSTEM APPROVAL ' m 8 + ^ NA083/91, SWTH ZONE BASED ON GPS EXPIRES: 4 - 7- 0 9 RM nE5 T0: n 1HURSTON CWNTY CONTROL PgNTS: 1HE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 111E LOCATION 332 ___. ^ . . ..,, 332 253 N 59],545.96, E 1,113.13622 43] fi2 E 1 106 ]90 26 N 603 1HE CONIRACTDORRSHALL VERIOFV AALL UnDTY LOCA710NG PRIOR TO .._ iD+SD ... _ )I+00 , , „ __.. „ . , , . . 359 636 N 596.849.5fi, E 1,110,46406 CONS1RUCnp1 BY CALLING 1HE UNDERGROUND LOCATE UNE AT 641 N 592,654.49,E 1,113.005.4] T-600-424-5555 A MINIMUM OF 4B Hg1R5 PRIOR TO ANY EXCAVATION. RETAINING WALL ELEVATIONS OISTgNCES aRE GRID US SURVEY FEET 1HE CONTRACTOR WLL ALSO BE RESPpJSIBLE FOR MNNTNNNG LOCALE MARKS ONCE THE UTU11E5 HAV£ BEEN LOCATED A COMBINED FACTOR 0.99992 . LL REVISIONS T""`T qG. CpA, n Ae eAa ~ 3 nP WaehinptOn 98.503 5018 Lacey BOUbvard SE Lacey PLAT , . (380)491-3399 (800){54-7595 FaX(380)4913857 YELM WA 15 s zmP{ RYWEq` ROOF DRAIN ROOF FRAME AND GRATE ~ ) DRAINAGE AND GRADING NOTES NOTES: 1. CPTCH BASINS TO BE CONSTRUCTED IN ACCORDANCE N1TH (SEE DETAIL THIS SHEET) POSSIBLE ALIGNMENTS (1 ORYWELL PER JOO SF ROOF AREA) ASTM C 4]B (AASHTO M 199) AND ASTM C 890. UNLESS HE STANDARD ~i ~i PLAN VIEW 1. COMPLY WITX ALL OTHER PERMITS AND OTHER REWIREMENI5 BY GTY OF OTHERWISE SHOWN qJ PLANS OR NOTED IN T SPECIFlLATONS `s/~,~_ ' NOT TO SCALE 1 I YELM OR O1HER GOVERNING AUTHg21TY OR ACENCV. STRIP ALL PANNG SECTONS AND SIDEWALKS UNDER STRUCNRES 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE ~ \ y 6" RISER SECTION ~ \ PIPE " , , Z. IN AREAS TOPSdL AND ORGANIC MATERIAL FOR STRUCNRAL FlLL IN AREAS UNDER ALL SgLS SHALL BE COMPACTED TO A FABRIC HAVING A MINIMUM AREA OF 0.12 SWARE INCHES PER FOOT MAY BE USED. NELDEO WIRE FABRIC SHALL COMPLY / !\ 5 / PERFg2AlE0 4 `-DRY NELL FOOTNCS AND SLABS W GRADE. YpWMUM OENSIN OF 9014 a AS1M D-155] OR 95x OF UBC 70-1. THIS TO PSTM A 49] (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. ~6• ROOF GRAIN INCLUDES PROOF-ROWNG NATYE SgLS E%POSED IN 1HE BOTTpA OF TIE E%CAVARON PRIOR TO PLACEMENT OF FILL. MAIERIPIS UNDER TIE PANNG 3. THE BOTTOIA C£ THE PRECAST BASE SECTION MAY BE RWNDED. BECTON SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY PROOF- ROWNG PRIOR TO PLACEMENT OF THE PANNG BECTON; THIS INCLUDES PROOF-ROWNC IN-PLACE SglS, SgLS THAT HAVE BEEN DISTURBED DURING 4. PRECAST BASES SHALL BE NRNISHEO WITH CUTWTS OR KNOCKWTS. KNOCKWI5 SHALL HAVE A WALL THICKNESS OF 2 INCHES MINIMUM. NNOCKWI5 MAY BE ON ALL 4 SIDES 1 - #3 BAR HWP .,i 5 y 4~ 12° RISER BECTON STRUCTURE CONSTRUCTEN AND ALL STRUCTURAL FlLL MAII]21AL5. 3. iqt NIPIXt1FD STRUCNRAL FILL A CLEAN, 51%-INCH MINUS. WELL GRADED W AS DETERMINED EITHER RWNO qi "D' SHAPE. PIPE TO BE INSTALLED IN FACTORY WPPUED KNOCKOUI5. KNOCKWT OR CUTWT LATCH //\ \ // 5^ / SHEET COYER MATERIAL GRAVEL OR GRAVELLY SANG (CLASSIMNG AS GW OR S BY ANS/ASTM LEST METHOD D-248]) SHALL BE USED. NO MORE THAN ]S! 1140 HOLE SIZE IS EQUAL TO PIPE W1ER DIAMETER PLUS BASIN WALL THICKNESS (20 INCHES MAXIMUM). ~. > '2" C-A BY WEIGHT SHALL PASS 1HE #2W SCREEN AS lES1ED BY ANSI/ASTM 0- TED N1T1 PRIOR ~ ~L 6' MIN. FOOTNG LEST PROCEWRE. OTHER MATERIAL MAY BE SUBSTN APPROVAL BY A GEOIECMNICAL CpJSULTANT GOR USE. TO 5. THE MA%IMUM DEPTH FROM 1HE FINISHED GRADE TO THE PIPE INVERT IS 5 FEET. 2 - #} BAR HOO 4 IN yy 12" MIN. BETWEEN BOTTOM _ _ OF FOOTNG ANO TOP OF 4. ALL FlLL SHALL BE PLACED IN UNIFORM HgpZONTAL LIFTS OF SI% EIdIT INCHES LWSE 1NICKNE55, CONDITOHED TO 1HE OPTMUM g. THE TAPER W THE SIDES OF 1HE PRECAST BASE SECTgJ PER FOOT ' 16 ~- g' MIN. ~~ LEVEL Ti ~ ~ RWK IN ORYWELL MgSNRE CONTENT, AND COMPACTED TO THE SPECIFlED MINIMUM CENSITY BEFORE PLACING 1HE NE%T DFT. ALL UTLITY TRENg1 . AND RISER BECTON SHALL NOT E%CEED D.5 INCHES ]. FRAME AND GRATE MAY BE INSTALLED WT1 FLPNGE GOWN PRECAST BASE BECTON MENT AT THE R " ~~• A ~ ~~ INSTALL: " BACKFlLL SHALL BE COMPACTED AS SPEGFlEO ABOVE. OR CAST INTO RISER. (MEASU E 13 dL Y TOP OF 1HE BASE) ~ f A05 DRAIN PIPE 2'-0' MIN. 4 LEVEL 1 20 L INSTALL: INSTALL: A 4" PERFORATED PIPE #3 BAR EACH CORNER ~ CAP AT END (CPEP SINCIE ]I 4C WpLL ACCEPTABI£) pROFlLE VIEW #3 BAR EACH SIDE \~ NDT ro scpLE ].5 10' MIN. #3 BAR EACH WAY 4' -,,'y =-~ COMPACT BACKFlLL '< 6 MIN. 4" PERFORAlEO PIPE CATCH BASIN TYPE 1 WASHED ROCK ]/" - 11/y" NOT TO SCALE FlLT ER FABRIC oN toP 7-s' SECTION A-A NOT TO SCALE e ROOF DOWNSPOUT SYSTEM (DRYWELL) ~f~' NOT TO SCALE yT ALT 011 ~,'~ Rnni q SLOPE ro o 1, 4 . ~ ~~ ~~y. RIM ELEVATWS TO MATCH FINISHED GRADE. HDPE q(REFER TO TABLE RE) MANHOLE FRAME AND RISERS CAN BE FIELD WT MA% 12 3/4" OD LIFTING EYE COYER BY MANUFACNRER.~ 29• BY CONTRACTOR. PIPE COUPLING GR ADE RIM BY CONTRACTOR. " gl IFTNG ETE VE11T LONG SNB-WT 12 I T ~~ BY MANUFACNRER. ~ s (ROTATED FOR ypRIES CLARITY) \ ISER A 9" MIN. CIt4VFi REINFORCED (REFER 10 MA% 12 3/4' W PIPE COUPLING BACNFlU FOR WAL15 rop ) TABLE HERE BY CONTRACTOR. T " OUTLET tYO, IE=}31.24 12' LONG t f, IE=331.24 INLET 12 S1UB-OUT BY MPNUFACNRER. PENT T/2 BASE WUnSE DIAME11li _ ARCHED BAFFLES T PIBPEE COUPLINGS SHALL BE FERNCO p~ pHE~~Rgp OR MISSION TWE FLE%IBLE BOOT 104" ARCHED TAINLESS STEEL IENSIW BAFFLES B OCTAGONAL BASE PLATE ~~ UE/N,RMTH WTM S BANDS. A METAL SHEER GUARD (REFER TO TABLE HERE) SHALL BE USED TO PROTECT THE FtE%IBLE BOOT. VARIES SAL IplE4 SEE PLAN N O AL 1. ApGI wALLe 91ALL K CON51WUC1E0 Oi ]-MAH TO CITY OF YELM MWEL AS-2 xr1,w eoczs FeaLH eoT1pM ro Tw. Roa Has AAE As Fauows DEPT. OF PUBLIC WORKS 2-MMI WOtl( (]00 10 fOD 18S) 1] INCHEg W 1 I BACKFlLL I I ® - IeASF OMENSION. p..MM, Iloa (foo ro 1am Les.) +s IxcKES M ROCK WALL ~~- IFAei oa[MSpn. D.5' BEDDING APPROVED FOR CONSTRUCTION IIpM( WALL SHALL eE N1giN1ID WM A 9100M S. ED N0 DWG -11-1 DATE: 4-7-~8 BY ~ APPROV nc ulKC ofloiscN v IRE Roas slur eE PER- . . =U UNDI9NRBE0 SqL I~ - - - - - . a foaNULAa ro THE PACE a THE wuL ro PROWDE 4-18 ccGTION A-A - Da bpmeM Review EngineBr YAAfIY STNllltt. NOT TO SCALE KD. • FAM aopc LIALL BE PIACfD SO AS ro LOCK MTO DES. ER TIER 10/3/94 . lap a0Ca5 M iNE LOW m srnxc Axr Raacs cTORMWATER TREATMENT DEVICE DETAIL . a cu F011 faftcsaa PnloR aIOWN SHALL CARRT AT VARWNp IaOY M e. pEaWS NOT TO SCALE APPROVAL ~ d ~ ~ a raaw ~~ T""`T n pATE REVISIONS .~G. CO,y 06519-A ED BY: B. JOHNSON O6 07 N0. DATE ~ SKILLINGS HOFFMAN GRADING AND DRAINAGE ENTERED BY: WARE TORTES O6 07 C4IECKEO BY: ~ COMNOLLY >~T RRQI. ENCR.: R.CONNOLLV 06 07 p~AT DETAILS AND NOTES a 5016 Lacey Ba+bvard SE, Lacey, Weehirgton 96503 15 FEELM awaf .Wrla 3/13/ro asses (360)491-3398 (800)454-7515 Faz (360)497 3657 YELM WA FA NfawA PMI CAD 07a91NUCW N A DNW I Mib T 5 f2Q PY CFC TI (1 nl 7d T(IWN CHIP 17 RANC;F 1F W.M PROPOSED ROCK GALLERY , CONSTRUCT CONSTRUCT ~~ SEE DETAIL SHEET a ROADWAY PER AL_- - . TTPE 3A 9DEWALK ' 43.84 ACCESS RESID TV(L `~'~ ~ ~ ~ RAMP PER DETAIL A SI ' ' CONSTRUCT 5 88'15'38" E ICS J '~ SHEET 6 I ---- - - ~ - TYPE 3A SIDEWALI( RAMP I I SEE DETAIL SHEET 8 / ~ ` I 6TA 10+54.50 CIXJSTRUCT ~ N ~ ~ ~ k'' I BOIa WT PER \ ~ R 35~ DETAIL SHEET J 23 ~ SD SD---y ~ Ate'' /-~ ~I I \ ~ 22 19 18 p0 ~ _ - _- '~ - _ _ _ - -_ _ 3 9 _ 21 Tp ~ _- \ N I _______.~__~________~__ I I 1 - - _ . _ _ _ STA 13+69.26 \ \ 1 .. _ 16 -- - ~ - 14.2] LT ! I ~\ ~ 8 -- ~ P°`Lti LUL DE SAC - R°~11N I I ~ ~ r, _-~~ ,-- ~ _L~ ROAD 'A' 'S ~ G LD« F, CONSIRUC ~'tr STTV STEP _-_.- .~I~- m 1 - - _ { SIDEWALK RAMP I n ~ II.; -- -y ~38~69- ~12+00-~_ __ $'£P __ , - ~,- -f4 • ,...' I PER DETAIL -- -. ry - ~ ~_ _ _y _ _ SHEET~B a I n _.-_, w-.-w -~ -- w n. n ~i I~ 11 (g ~ ~ ~ / \ RD ~ 5 6 - _ / STA 10+5450 - - __ - - - - - _ _ _ ./ ~ 46' RT j (n p=35~ 10' UPLITI ESMT TYP - _- _ ~ - 1 ' -"`~ ' I LONSTROLT ~ ~ ~ (- ~ ~ ~ I~ ~ ~ ~ ~ I . ~ m 3 ~ TYPE 3A SIDEWAU( ~ _~ I I I Z I RAMP PER DETAIL ' ~ i SHEET 8 ,9 w=j ~ I 5 ~ ~ ~ ~ ~ 1 l1 ~ ~ ;W ~ ~ ~ 8 ~ I I J I I a I CON6IRDGT '' I~ ~ ~ 9 i ~ 1 ~ 11 ~ 12~ r I ROADWAY PER LOCAL I ~ I i ,' I I 3~ ~ ~ ACfE55 RESIDENTIAL :: STA 21 25.23 D_ I I pET.VLS SHEEt l 1 PRAIRIE W1NP ST MATCH E%. L-_ PRAIRIE WIND ST " ATCH +%. 2 E ROAD 'A' ELEV-SIB 59 -" ORIZDNTAL SC LE 1 20 F€€7 PROPOSED GRADE 't i I i srA 2D+3s 350 Liw3/71 :vERneAL sLALE: 1 S.OO FEET 3. ,.. 350 ROADWAY NOTES: ' I INSTALL CENTRAL BO% UNIt MAIL BO% PER 5.:+ 2.3Ji 1 INSTALL CAST IN PLACE CITY STANDARDS :: S =- 0.6X:: ~ MONUMENT PER DETAIL !g - - ------ _ g1EET J AT 10+00. 0' LT; coNSmucT 345 a _:~ TxlsnN~ ~~_.r._ 345 1}+89.21, 4.25' LTD 1 i i 1 TYPE 3A SIDEWAIX ,_ _- ~ ~ a GRADE I 1 SHEET BR DETAIL -__ -yMl'+l - -- _~llri ~- -_.- L MATCH E%ISRNG ~ REMOVE E%ISRNG SIDEWALK EDGE OF 34D -- ~ 3~ SCALE IN FEET 1HEN CONSTRUCT TYPE 3A ppyEMENT I--~ SIDEWALK RAMP IN E%ISTNG 2D DD ~ 21 OD 224-DD 0® 9DEWALK PER DETAIL ° ~ PN 21+OJ.03 SHEET 8 w X 4 ~ EwLMV. 346ien DRAINAGE NOTES O STA 20+8453. iJ.15' LT WSTALL 13 STA 12+19.17. 18.50' RT INSTALL TYPE i CB WnH OFCO SM-44 GRATE TPE 1 C8 WITH OFCO SM-44 GRATE RIM = 346.35 IE 343]0 RIM = 334.0] IE - 331 47 O 136 LF 12"f HDPE STORM UNE 14 3JS lF 12"0 HDPE STORM UNE S = O.SOS S 0 50R STA 20+8453, 20.61' RT 15 STA 12+191], 1850' LT 3 O INSTALL TYPE 1 CB WIT1 OFCO SM-44 INSTALL TYPE 1 CB WTH OFCO SM-64 GRAZE GRATE RIM 3/6.28 IE =34351 RIM =334.07 IE = 331.28 O 133 ~ 2°f HDPE STORM UNE i6 12SLF 12"f HDPE 91C1RM LINE 8 = 4.78E S = 0.505 STA 10+38.80. 14.65" RT tJ STA 12+19.17, 31' LT 5 O INSTALL INSTALL TYPE 1 CB WiH OFCO SM-44 ORATE ApUASHIELO AQUAS`MRL CONCENTRATOR MODEL AS-2 RIM = 345.14 TREATMENT SYSTEM PER DETAIL IE = 341.98 SHEET 4 RIM = 335.00 O INSTALL " IE = 331.24 f HDPE STORM UNE 63 LF 12 S = 7.795 18 11 2"f HOPE STORM UNE 3 LF O STA 11+01.55, 18.50' RT 5 = 0.50X INSTALL TYPE 1 CB v81H OFCO SL1-44 19 STA 12+22. 46' LT GRAZE RIM =340.00 INSTALL TYPE 1 CB WITH GRAZE IE 337.D5 RIM =335.00 OB s HDPE STORM LINE J L 12 IE = 331.18 O IN S~ S ~ ~ ~ 12'0 HDPE PERFORATED O STA 11+01.55, 18.50' LT INSTALL STORN PIPE S - O.OOS 21 TPE / CB WITH OFCO SM-44 STA 12+92, 48' LT GRATE RIM =340.00 INSTALL TYPE 1 CB MITH GRAZE IE = 33].05 RIM 338.00 IE 331.18 10 INSTALL " INSTALL f HDPE SNRM UNE 49 LF 12 5 =9.245 O T LF 12'f HDPE PERFORATED STORM PIPE 11 STA 11+50, 18.50' RT S = 0.00% INSTALL TYPE 1 CB M11H OFCO SM-44 23 STA 11+50, 46' LT GRAZE RIM =335.81 INSTALL TYPE 1 CB WITH GRATE IE 332.52 RIM =335.]4 IE = 331.18 12 INSTALL 69 LF 12"f NDPE STORM UNE s - lszz ._ ..._ _ 5 - - 75 = 7 " E OF PAVEMENT O - n RUI11+5600 ~ PN 12+82.34 WASHI TON COORDINATE SYSTEM ' fm ELEV. 33485 ELEV: 334.85 ,~ 1 ~EKISRNG IX2ADE- EIEV 34 .95 - --- POC 11+56.00 a'^ Z POC 12+8234 o NAD83/91, SOUTi ZONE BASm ON GPS 345 ~. ~~ ELEV 335 J4 ~n +~ ELEV. 3]5.35 h ... 345 RTK LIES TO' -~~ I +? -- ""'- ~ ,~ ST C Ntt CONTROL POINTS. VERRCAL DATUM \ a W MUR ON OU WW ~ 253 N 597.545.98,E 1,113,138.22 , '; :. : .~ Sg,~0 ~ 'W ~ w _ , -' 836 N 596. 49.56.E 1.110.464.08 NGVD29 ~ 4' - 41 N 449 E1113005.7 34D ~ __ ~~ -. ~~. .-~~~' PROPOSED 34D 592,85. 4 1 2 :S,' _ y ~ ~ ~ ~ 13 MRU 19 _-_-- S= 5~ £ GRADE C10MBINED FACTIXt 0.99992 RVEY FEET n _~ 8 ... 12 __~ ,. ..RV1nD+415s --> :. f. - -+ . ,. ~ - ,.,~ ~,_ ~ 335 APPROVED FOR CONSTRUCTION 335 +._ ~ - ~ -- ~ s_- a'~8X s~`sox -- ~ - - ~ -a ~ ~ :. ~:. - ~ B ' ~..~• DATE: 4-7-08 °> EGLECV.iG a'a55 > .... v. 3as.a0 ` " :.:; - IopmeM Revlew Engineer ,..: _ L = 50' 7 _ ~-d 330 _ ~. a tp. ~ _ T. ~ ~ .. ~ ..... _. ._%~: ' .24. _. _I 330 APPROVAL ._. ~_ .- _ 9. _ -:. - EXPIRES: 4-7-09 n ,-:. :w - : TiE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCARON 3,25 ~ 325 ANO PROTECTION OF ALL IXISRNG URURES. 11 THE CONTRACTOR SHALL VERIFY ALL URUTY LOCARONS PRIOR TO iD+DD 1D+50 11 H'DD ~~+SD 12+DD ROAD rA• 2+5D 13+DD 13+5D 14+DD CONSTRUCTON BY CAWNG THE UNDERGRWND LOCALE UNE AT 1-800-424-5555 A MINIMUM aF 48 HOURS PRIOR TO ANY E%CAVAlION. HORIZONTAL SCALE: 1"=20 FEET THE CONTRACTOR WILL AL50 BE RESPCNSIBLE FOR MAINTAINING VERTCAL SCALE 1'=5.00 FEET ALL LOCATE MARKS ONCE THE UIIURES HAVE BEEN LOCAIW. DATE REVISIONS ~~ ~~.~oN - ROAD 'A' & PRAIRIE WIND ST 06519-A DESIGNED BY: B. JOHNSON O6 07 NO. DATE ~ ~KILLII(iGS HOFFMAN ENTERED BY: M. WARE O6 07 1 9-13-07 REN5E0 PER ~tt COMMENT9 6.2J-2ODJ ROADWAY & DRAINAGE CHECKED BY: ~AWY 2 9/2007 RENSED PER CITY COMMENTS ~OuuO^ ^ v PRO]. ENGR.: R. CONNOLLV O6 07 3 1/2008 REV15E0 PER CITY COIAMENT511-OH-o7 nn "T PLAT ~1 PNLM, 6T ~ ~, ~ 3713,08.,2, P~ +P°`~ 5016 Lacey Boubvard SE, Lacey, Washillpton 98503 PLAN AND PROFILE 5 c Q518-AxMlmnRalcw axsIMIDTIa 14AA13fPl. BrmEOnz 3 IInsA9 (360)491]399 (800)454-7545 Fa%(360)491857 YELM WA aleTn _ _ _ _ _ _ ~ _ _ RIGHT OF WAY_ _ _ _ _ _ _ SCALE IN FEET 0 50 5®0 l VERPCAL DATUM NGVD29 ~~ ~ ~A~ WASHINGTON COORDINATE SYSTEM NAD83/91, SW 1H ZONE BASED ON GPS RM lIES T0: 1HURSTON CWNTY CONTROL PgNIS: 253 N 59],545.98, E 1,113,138.22 359 N 603,43].62, E 1,106,]90.26 836 N 596,849.56,E 1,110,464.08 e41 N 592.654.49,E 1,113,005.4] DISTANCES ARE GRID US SURVEY FEET Cp4BINE0 FAC10R 0.99992 APPROVED FOR CONSTRUCTION B ~ oW°t E „~ DATE: 4'7-08 opment Review Engineer BARN' - i2+oo - - APPROVAL EXPIRES: 4 -7 - a9 THE CONIRACTOR SHALL BE NLLY RESPONSIBLE FOR THE LWAPON AND PRO1£CTW OF ALL E%ISaNG UTLITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HWRS PRIOR TO ANV E%CAVAIIgJ. THE CONTRACTOR MILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTLITIES HAVE BEEN LOCATED. B~ ROAD "A" -_~-_-- - -t~-oo DRAINAGE NOTES: n IHSinu t9.n, 31' Lr z3 sEE NDTE z3 sHT s 13 STA 12+19.1 J, 1850' RT AWASHIELD AW ASWIRL CONCENIRATIX2 MWEL INSTALL TYPE 1 CB W1H OGCO AS-2 TREATMENT SYSTEM PER DETAIL SHEET 4 SM-44 GRATE RIM = 335.00 RIM 334.1) IE = 331.4) IE = 331.24 1O4 INSTALL 18 INSTALL 3J LF 12"0 HDPE STORM 13 LL 12.0 HDPE STORM LINE LINE 5 = O.SOR 5 O.50R 15 STA 12+19.1], 18.50' LT 19 SEE NOTE 19 SHT 5 INSTALL TYPE 1 CB N11H OFCO SM-44 GRATE 20 SEE NOTE 20 SHT 5 RIM = 3341] IE = 331 30 16 . INSTALL 21 SEE NOTE 21 SHT 5 12 LF 12'm HDPE STORM LINE 5 = O.SOR 22 SEE NOTE 22 SHT 5 VERTCAL SCALE: 1-=2.00 YEtI STA 12+19.17 StC I ION A-A HORIZIXJTAL SCALE: 1°=10 FEET VERTCAL SCALE: 1-=2.00 FEET REVISIONS wACT NO' ~,S G,CO~.* n8 :OMMENTS ~_ r SKILLINGS HOFFMAN DRAINAGE BASIN CONMOLLY pLAT SECTION AND DETAILS 1TP 5076 Lacey Boulevartl SE, Lacey, Washington 98503 (360)491-3399 (800)454-7595 Fa%(360)491-3857 YELM WA ,2 Sae 11:m WA 9-AI 5' MCE aDEWAIx P TER 5 5 qT .. ~ / ~/ /CROSS SIR/ f ~ / / ~j SS STREE ~~ / / \ ( ~ _ / I 2x x x :-- III _ z ~ , i~ ~pDEPE pRN 5 GENE/ / OAD CLASSIFICATON) I GONCREIt/~ - I - _ J~ 3 - I >':v Y' ~ ~ II W III III II 11~W IL~ILI I ~ ~ -' CURB h GUTTER ~~/'~~~~~~~ I 1~_ -I rm ~ LIIL1 HI I U IE III ~II II~II~ III I~~I !' CgJC. 2" GR 5 ED SURF CING TOP CWRSE `.\/ ~ POINT OF CURVAIURE~ ~I (f~~\~)/ I ~ rt' -~ ¢ - ~^ C 4 ~ Q~ .-~~ 9~ - ~L- I l• GENERAL NOTES OR N£ CR DED SANG. E Ern DURB usE wre JaNre Axo soa+N ~ 1 I no' R, Tva. ~~~ ~/zo T OF P ' ° _ _ r ~~) Os ~ DETAIL 4-13. STANDARD FOR SDEwA sPAC NG E%PAN610N JgNTS THS SHEET AND sCCRE MARKS. I / ~ / INTERSECTON / / ° GENERAL NOTES I ]]E ~ 6 F ~~ - ~CUM ODRTM WAYg REW RE A EP OF I / jj / / / 18' . ° i 15 m O RE I ~ I d ~~ ~- ) I ECK~ iH A t0 FOOT NHEN CH ~ NCH D TRAGMIED GRADE SHALL N Ax oEMAT MoreE THAN T SIDEWALK AuaeuDUr sHAU u Cm VARY MORE max a/a N Nar To scALE 1 ~ / // 23 POINT OF 0 R TYP ~INTERSECTONi ~ ~ I x .. . R W . AW LEVANT SECnON OF THE 2 REFER T S FCR ADOInONAL DEVELOPMENT GU OELINE INFORMAnON 011 STORM DRAINAGE, STREET UGHTNG. PAVEMENT STRUGIURE. ETC. /~Tw } __ ---~~~--- - ~ ~ JJJJTT~~ ' ". -~ I [~[Url+=.u „/' le .. azi ~ n' ~ I _ ._ / v^ .. r :. s L / / I 7" PA KING ' LA ES ~ I a ~ S ~ ~ ~ ~ ~ _ AG _~ _1.. I __T- +0.17' ASPHALT CONC cfTE LOCAL ACCESS RESIDENTIAL OR n v~.: X0.1 J' CRUSHED SURFACING TOP COURSE +0.67' GRAVEL BASE LOCAL ACCESS COMMERCIAL STREET ~ ~ J ~ CITY OF YELM GENERAL NOTE: ~ DEPT. OF PUBLIC WORKS PREPARED sUBGRADE CITY OF YELM 1. REFER To RELEVANT s6cnoxs of THE DEPT. of Pueuc woRKS x ~ ACCESS A I OGAL AGGESS RE9DENTIAL STREET NF~LOPMENT GUIDELINES FOR gDDITIONAL I ORMATION oN STORM DRAINAGE. STREET ON-STREET + LOC L RESIDENTIAL OLYMPIC FOUNDRY INC. ucHnxc, PAVEMENT smucruRE, Erc. PARKING DETAIL ^~ cuT1ER 15" x 22" ROLLED CURB FRAME & GRATE TYPICAL SECTION PAOVeD RATNC H-20 PART N0. SM44 NOT TO SCALE Am[P x~M. no. 4-7 NOT TO SCALE ALL THICKNESSES ARE MINIMUM COMPACTED +NOIE BULB OUT DETAIL 4-SB : DEPTHS O 95.5 MA%. DENSItt NOT TO SCALE GENER4L NOTES (SIaEET CONSTRUCMx!) R In. 1. ALL WGRKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND 1HE MOST BRIDGE AND MUNICIPAL CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATONS FOR ROAD I I I. 4" + q^ - CONCRETE CL 3000 , , CONSIRUC110N. I f•x [Aw Pnua 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CIXJIROL IN ACCORDANCE N1T1 MUTCD. PRIOR TO ` / / - DIBRUPTON OF ANY TRAFFC, 1RAF£IC CONTROL PLANS SHALL BE PREPARED ANO SUBMITTED TO THE Cltt FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED 1RAFFIC CONTROL IS IN PLACE th " Raxa Hxlal . 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES. AND ANY OTHER VERTCAL AND/OR HORIZONTAL AL GNMENT SHALL BE STAKED BV AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. C+/2 R CEMENT CONCRETE 4 Wr1ERE NEW ASPHALT JgNS EXISTING. THE EXISTNG ASPHALT SHALL BE CUT TO A NEAT VERTCAL EDGE AND THE NEW TACKED w1H ASPHALT EMULSION TYPE CSS-1 IN ACCIX2DANCE WITH THE STANDARD sPECIFICATI0N5 . ASPHALT SHALL BE FEATHERED BACK OVER E%ISTNC i0 PRONDE FOR A SEAL AT 1HE SAW CUT LOCATION AND THE . BARRIER CURB AND GUTTER ~ ~ ~ ~ 1 z- JoINr SEALED vnrH cRAOE AR-4ooow PAWNC ASPHALT. m~ • ~~ _ NOT TO SCALE NT scoRE NARK NTER s ~ IP / / / / / /~~ ~ ~ / / 5. COMPACl10N Cf SUBCRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH ME STANDARD SPELIFlCATON6. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED IEGTNG FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENG NEER BEFORE POURING CONCRETE. 7. CERTFlCATON AS TO CONFORMANCE SHALL BE PRONDED TO 1HE CITY PRIOR TO ACCEPTANCE OF WORK. (AS REO) 8. THE CONIRACTOR/DEVEIOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. ~ / e ~ ~ 5' MIN FROM IZ DRIVEWAY PDRTON OF aqB k Cu11Ere ~ l~ 1/2 LB. (MIN.) SIDEWALK TO DE 6" TACK ~ n STEEL OR IRON " a n ~~ P u Tk s P Imo- 8" ~ ° ~ Q V ~ u a 4 T (ws RED.) R I z Tm ~ ~ ~ ~ n a , e 1 2"R~ / / } 8" O a a 5' SIDEWALK e°n. r~ ~ ~ ° ^ e a a s fi° THICK CONCRETE DRIVEWAY A Mlx. hs a c BACK OF CURB CEMENT E'ON R T RO D URB AND CMJ TTER ~ Je• ~ce ~~ JwT NIUR suu TxrxxESS x GENERAL NOTES 20' MA% NOT TD SCALE NOTES: s°fCnpl PEWRFD BFEmE munwe caxaEtE. CITY OF YELM DEPT. OF PUBLIC WORKS I. 1HI5 MONUMENT TO BE USED IN BITUMINOUS OR ASPHALT coxcRElE PAVEMENT WHERE cgscD CITY OF YELM pEPT. of PUBLC woRKS APPROVED FOR CONSTRUCTION 1. E%PANSION JgNT MATERIAL TO BE 3 8" TUCK G CITY OF YELM DEPT. OF PUBLIC WORKS ff 31/C vnu ex ti/4' DtF-. Fce T RETE MONUMENT IS NOT REpUIRED CONCRETE BASE DIMENSIONS SHONN ARE MINIMUM 2 C CAST IN PLACE DR~ WAV LOCATIONS TO BE IDENTFIED B ~ DATE:4 7-mss ESS a CONCRETE. PREMOLDED JaNr FlLtER euu nTIac CEMENT CONCRETE xAxK a~M. RE MAC R RF .M%. CEMEN CONC . . coxcRETE egsE NEED NOT BE FORMED er coNTRACToR To PouRINC THE D elopmenl Review Engineer 2. FORK AND SUBCRADE INSPECTON REWIRED BEFORE CURB SIDEWALK . MARKER " MONUMENT SIDEWALKS OR ALL SIDEWAIXS SHOULD BE 6" POURING CONCRETE. PROViD D . 3. CAP SHALL BE 2 MIN. DIAM. BRA55 PLUG . 3. E%PANSION JgNTS TO BE PLACED ON 15' CENTERS. ovc xu 4-13 4 ~~ ~ 4. CONCRETE TO BE PLACED ON A FIRM AND UNHEEDING Fou"DgnDN 4-16 DRIVEWAY PLACEMENT DETAIL APPROVAL 6urlm u.FSS amrnW9L DAaclm 6Y a6.xm ' ~ ~ 0 . D EXPIRES: 4- 0 7- o ~ ~-~~° ~° }/15 ` - -` 10/3/94 10/3/94 - Nor ro scAlE DATE REVISIONS TRAG. G Go ~ N 8 J~xGMaER 06519-A DESIGNED BY: B. JOHNSON O6 07 N0. DATE ,,, W4 ^ ,11 ~~ J HOFFMAN ENTERED BY: M. WARE O6 07 C ~~'~ 7 ` n °HEDKED BY: ~'w" D DETAILS 1 ~~ PROJ. ENGR.: R. CONNOLLV O6 07 CONI)IOLLY ROA F~ Lacey Washington 98503 5016 Lacey Boulevartl SE PLAT ~ Bou"a Bz wy ta. oR 3/13/ae 423 Ne >a . , (360) 491 J399 (800) 454-7545 Fex (360) 491-3857 WA 15 a Pro' 2(IOfi 06519-A HoNmn Hat CAD Dann LRISIAUC11 011 D0 6519-AJVaoE Ov IWe 01. Mite 1 5 IL49 PY YLL_M RADIUS POINT OF CURB RETURN AD1US PgNT CF 61DEWALK RAMP Q 5' - 0" W BUFFER STRIP 3/8" E%PANSIIXJ JgNT (SEE 510. PLAN F-3) 6' - 0" RAMP g ND CURB RETURN 551DEWALK w k 40~USE4T ~ ~ S ' TOP OF a 2S ROADWAY . •.. CEMENT CIXJCREIE 0 SIDEWALK LANDING ROADWAY a RAMP CENTERLINE l SEE CONTRACT FOR = n F C CUgB f' t f ~ ,.., lA: .. .. - - I CURB RETURN RADIUS ~4CT 4cEJ O Z CEMENT CEMENT CONCRE CONCRETE .. TE DEPRESS D '~ CEMENT C NCREIE CEMENT CONCRETE ~ PEDESTRIAN CURB ~ CURB h GUTTER SIDEWALK (SEE NOTE 4) E PAiTERNABLE WARNING CURB & GUTTER (SEE DETAIL) (SEE rvOIE 4) - PEDESTRIAN CURB \ ~ D CEMENT CONCRETE \ / SIDEWALK CEMENT CONCRETE SIDEWALK RAMP TYPE 48 CURB OR CURB SECTION AO SECTION OB `~ PEDESTRIAN CURB a - 0" MIN. RAMP DETECTABLE WARNING '''~~~ / p l J . ANO GUTTER 8" EXPANSION JOINT ~~~ EE STD. PLAN F-3) (TYP. 3/8" E%PANSION JOINT h ~~ PATTERN (SEE DETAIL) J (SEE STD. PLAN F-3) r 4 III~II~ B /I I ~y 5' - 0" RAMP BUFFER STRIP cA ~ VARIES 0 i0 W " SIDEWALK / ~ Tin - ~ h "' ~ ~ 0 TO 6 TOP OF ROADWAY `( ~ a' o ? - LJ 3 - DETECTABLE WARNING C - CEMENT CONCRETE CURB & GUTTER A ~ RRMP PATTERN AREA"SHALL BE YELLOW, IN COMPLIANCE WTH 511) SPEC 14 8 3 3 2 - ~~ I tl 1 '" . ~~1 EMENT CONCRETE PATTERN (SEE DETAIL) PEDESTRIAN CURB (SEE NOTE 4) Y 6' 0" % (SEE SID- PLAN F-1) BUFFER 18iANCE FROM P. C. RAMP LANDING 51RIP SECTION CO . . . - ( ) _ © Q ~~TTI I ~ CL CURB, OR CURB CROSSWALK dMAJOR STREETb PLAN VIEW II "1 ~ e MA ~ ~ ~ MIN AuD GUTTER CEMENT CONCRETE SIDEWALK RAMP TYPE 3A P SIDEWALK R AMP W$DDT TYPE 4B . ~ SIDEWALK RAMP TYPE 3A Noi To SCALE A PLAN ~ 5/6' 'I 2 3/e' II LAYOUT 1 P.C I A 1 3 ', 1 ~ EL 34] 79 I J 2 1 n 4 ~ ~ ~ 5' - 0" MIN. - 0" MI BUFFER + I STA 2 fip 28 1 -`.. 46 III EL=34] ~ / 6" ~" 1 ~.. ~ D _; ~ ~ ~ ; 81RIP TOP OF 2R ROADWAY . , - ~ ~ RAMP \ I ~~~__- _ CENTER OF CURVE ELEVATION CEMENT GE"ENT GONGRETE CONCRETE CURB k GOITER ~ S A= 1+ 1 ~" I I EL=346.31 I\ I I I N STA-xt+a].so EL=346.21 TRUNCATED DIXAES (SEE NOTE ]) SIDEWALK SECTION OA (SEE NaIE 5) I 0 1 \ ~ _ \ DETECTABLE WARNING PATTERN DETAIL , Z ~\ I NOT TO SCALE _ \ 3 5' - D" MIN. - 0" MI DEPRESSED I ] LJ \ STA=10+42.16 P.T. STA=10+54.89 EL=344.96 EL=344.68 IIr ( pEVnl) LANDING RAMP CURB & GUTTER 1 Z. - 0 (SEE NOTE 5) TOP OF ROADWAY ~ 2 /'l1~ I Q I d STA=10+18 00 ~ RAMP ___ -~ - I yxc v c Sv i Aft uu vix A x"L R a . I L- EL + =346.11 STA=1D+54.35 _ ro°ag y ~ ~~ 6(~Na A"EUEUT CEMENT CO CRETE DETECTABLE EDESiRIAN NURB WARNING (SEE 81D. PLA F-i) PATTERN (SEE DETAIL) - oo PRAIRIE vnND STA-zl+zss]= ROAD 'A' STA=10+00 - ROAD 'A' niENd BAC"Ru SECTION O EL=34].13 CENTER OF CURV I + A EL=345.5 I i - E - - STA=10+41.80 P.T. STA=10+54.35 SCALE N FEET 1 L ® - - _ _... __ p - - O 1 ~ m rtB. I' Ulu. 2C4M°3](t~jC uETrw° ° 2p AMPMII . 5' - O" MIN. - 0" MI . ~ LANDING n RAMP RAMP i-_.____-SO ~-- mI PwT ' ~ ~ ~ ~ ~~ STA=21+00.]] EL=345.94 RIM=345.14 SIDEWALK s ViRg cdsniucn°x JdxT. cPE EwSnNC vAl[uv~iT ~ 3/8" ExPANSION JJOO T (TYP.) % SECTION OC (8EE STD. PLAN FMS) / ~ ~ RA P n1 STA 20 95 6] ~ l;- i° e ~c 0En 5tt Qox° = + . EL=346.42 ~ VERTICAL DATUM .- ` NGV029 ~ ~ ~ vAWMExT vw coi~aSE r r HIGH Ro1Nr n ~ I ' SINN OF MAIINN. ~ SIDEWALK RAMP WSDOT TYPE 3A ~ SID STA=20+93.30 _ / - / 810EWALK WASHINGTON COORDINATE SYSTEM °H °"C VEa Yw. c °N " NOT TO SCALE c FL=346.4] -. ~ ~ ~ - _ / - NAD83 91 SW1H ZONE °.T.a047c uETH°° c rn. z BASED ON GPS ---- - ~ I IM=34fi.28~ __ RTK UES TO'. ~- - - - CITY OF YELM THURSioN COUNTY CONTROL Po1Nrs: DEPT. OF PUBLIC WORKS / 253 N 59],545.98, E 1,113,138.22 APPROVED FOR CONSTRUCTION `~ I P + 4 359 N fi03,437.62, E 1,1 06,]90.26 TREK C--PAVEMENT BDATE:4-7-09 ~ EL=}46.40 I I 836 N 596,849.56.E 1110.464.08 j ~___ eai N s9zssa.a9. E 1,n3.oos.n RESTORATION DETAIL - ~ De elopment Review Engineer PRAIRIE WIND ST/ (ROAD 'A' DISTANCES ARE GRID US SURVEY FEET Px°Vm x°. Ga4eINED FAGTDR D.99992 ~ ANEx°E° TE 4-10 APPROVAL INTERSECTION "°`""'BT""°""°° _ °"" 10/3/94 EXPIRES: 4'7-09 DATE REVISIONS '""LTN G.COq ~6 , J°6 xuxeEB DESIGNED BY: B. JOHNSON O6 07 N0. DATE ~ ~'' '~ 06519-A ENTERED BY: WARE TORRES O6 07 9/200] REM9E0 PER CITr COMMENTS ~ , SKILLIiIIGS ~ HOFFMAN DHEDKED 9Y ~ PROJ. ENGR.: R. CONNOLLV O6 07 COitINOLLY ROAD DETAILS 2 s1 °~ PLAT 8 BottN By uvy x« e m 3/I3/a9 tea PN s* 5016 Lacey BouleverEl SE, Lacey, Washinglon 98503 (380) 491 3399 (800) 454 7595 F (360) 491 3857 °F G t 06519-A Ho1MVi PMI tIa COBSIRUC8 0N p0B 519-A~twU pe [de 02 BrmWn 1 T OB 9:32 ,W - - aX - YELM WA ELis JCI.IIVIV L4 IVVVIVJFIIF' I/ KHIVbt IC VV.IVI. ~ V - I I __ J ~ 1 I , I~ I 1 H 3 I i I I I 1 00 - I 1 JI I ~ ~ 1T1T8I ~' ~ IN Z I _ 3 V J ~ t ~ ~ r` w I l I Q o 3 ~a I°Im ~z N 1 ~ ~ ; I ~I - -- S. T.E.P. NOTES: b4 ,84 ~ ~j STA 21+90.OJ, 5.22' LT I 5 8915'38" E i ~ CONNECT i0 E%IS11NG STEP. MAIN REMOVE E%STNG PIG LAUNCH ASSEMBLY -• I ~ IRRIGATION METER AND - BACKFLOW DENCE SEE LANDSCAPE PLANS FOR " - -- ._. ~ O P E N - -- SPA " / ~ ~ / ` \ ~ ` - \ ~ 1-1HRUST BLOCK 1-AIR RELEASE ASSEMBLY PER DETAIL 1 ; e ~ DETAILS ' * -. b- I J--- - --i - ~ ~ - _ ---__\ ~ -12 SHEET 1 FSET 22 5 ) 2 OF LT % - - _ - - - -_-g _ - - - - - - _ - / " / ~ rn . L ~ ~.' - _ _ _ _ ~ _ _ _ . _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ __ J 9 / ~ t 1\ 59 lF 3 21, CLASS 200 S.T.E.P. AIN 0 PVC SD` M " ~ _____ ~_______ ~ - - - \ T 3^ STA 21+31 6/ e' NSTALL _ _ ROAD A' ' _ _ I 1 36 PVC TEE " ~ ~~ ~ - $TEG ;5 1 6TEP STEP 5 BBT530 E 51EP ~ 5>EP hP 51FP ; 3-3 6 GALE VALVES 1 THRUST BLOCK W 11 - », w _ -~ 369.69 w - - `- -~! IT~OO - - 1 - O 5 P -- - iF Z STEP - ~B ] I ~ ~ INSTALL ~ SDR 21. CLA55 200 ^ 530 P w E~-W w w w p - ~ - - - ; I 4F . MAIN E. / / .~ \ - - = 6 ~ w W w / DO D " .: -- -- - - _ _- --- - -_ -- \ J ~ CON E CT TO E%STING 2 0 STEP MAIN ~ ., ;'. ° .. :. .. ----_ ~ - \ t 2%3""REDUCER " ~i - •; . ., _ _~ ~ EX 2 GATE VALVE TO REMAIN Z -- - - - - - - - -- _- _ _ _ _ X ~ / O INSTALL % - I I ~ ~ ~ I - - - - ~ ~ - -- - - - _ _ ~ ~ - - - ~ - - - - 10 UPLI - ESMT TTP - - ~ ~ _ _ ~ I///~\\ I \ 40J LE 3"0 PVC SDR 21 CLASS 200 STEP MAIN ~ NSTALL 01.21 6' LT I i I 1 ~ ~ ~ Imo- ~ ~ I I SHEET 12 LINE CLEANOUT PER DETAIL i 1-3" GALE VALVE 6 5 I 7 ~ ~ ~ ~ I WATER NOTES: i' I ~ ~ ~ ~ ~ ~ 8 I I 9 I I ~ ~ ~ ~ ~ ~~ 12 ~~ ~ ~~ ~wE~ Roan PcA 'B~~ NE~.^ oEE S° ~~ E I~ I i I ~ , I X WATERMAIN: REMOVE ~ ~ ~'° M 3 ~ ~ J C 1 -_- _ __ - 1 I 5 S I ~ IN I ~ I E%ISTING E% 2 BLOWOFF ASSEMBLY NSTALL AIR AND VACCUM RELEASE VALVE PER DETAIL SHT it IF WATERMAIN IS NOT INSTALLED: INSTALL 2" B.O. ASSEMBLY PER DETAIL SHEET 11 VERTICAL DATUM NGVD29 INSTALL O J1 LF 8"0 PVC C900 CL150 WATERMAIN s~~ ~ ~~~ STA 21+19.SJ, 5.29' RT WASHINGTON COORDINATE 9YS1QA INSTALL NAD83/91, SOUTH ZONE BASED ON CRS O 1-8" TEE (FLxRxFL) RTK iTES T0: 3-B" GATE VALVE (FLxMJ) IHURSTON COUNTY CONTROL POINTS: 1-THRUST BLOCK 253 N 59),545.98, E 1,113,138.22 INSTALL 359 N 603,43).62. E 1,1 W.J90.26 O 120 LF 8"0 PVC C900 CL150 WATERMAIN THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FIXi 1HE LOCAPON AND PROTECTION OF ALL E%ISTING UPLITES. 1HE CONTRACTOR SHALL VERIFV ALL UTLITY LOCAlI0N5 PRIOR TO PRAIRIE WIND ST SCALE IN FEET 841 N 592,854.49,E 1,113,00 ® pISTANCES ARE GRID US SURVE 5.4) CONNECT TO EXISTING 9'P WATERMAIN Y FEET O REMOVE EXISTING BLOWOFF STA 10+00 CONS TRUCTION BY CALLING THE UNDERGRWND LOCATE LINE AT HORIZONTAL SCA LE: 1"=20 FEET 0 20 40 COMBINED FACTOR 0.99992 INSTALL ROAD 'A'= 1-800-424-5555 A MINIMUM OF 46 HOURS PRIOR TO ANY E%CAVATON. vERTICAL SCALE: 1"=5.00 FEET O 389 LF 8"0 PVC C900 CL150 WATERMAIN STA 21+25.23 C PRAIRIE W1Np ST THE CONTRACTOR HILL ALSO BE RESPONSIBLE FOR MPINTAININC ST 14 ' y LL LOCALE MARKS ONCE 1HE UTILITIES HAVE BEEN LOCATED. A +06, 6 RT O INSTALL 1-2" BLOW OFF ASSEMBLY PER DETAIL SHEET 11 45 - - ~--- fi0° MlN COVER (TYP) EXISTING.. GRADE ~ 45 STA 10+91.55, 23' LT INSTALL O -- ~ ' "42`-L9N COVER ('.YP) , ~ ~RANT ASEMBLY PER DETAIL . ~ 1 , J SHEET 1t -__ ~ ~ J~ ~. ~ STA 13+15 95 23' LT 3 .._ L I-,. ~ ' -" .:. . , O IusrALL 340 340 1-FIRE HYDRANT ASEMBLY PER DETAIL SHEET 11 .. - - PROPOSEtl- 3 `. . . GRADE STA 10+55, 23' LT 10 INSTALL " _. ~ ~' 1 1/2" IRRIGATION SERNCE, METER AND 335 ° 1- ---- - ~.__ ~ ~ - -- - - - - _---- - -- - ~ o ~~ -- -- 335 DouaLE CHECK vALVE. SEE DETAILS SHEET IO AND LS 2. _ TYPICAL AT ALL F-~ l 6 _-_- - _ _ .ROAD 'A' PPROVED FOR CONSTRUCTION 330 sTaRM caossucs _ _._ _ ~. ... _ HORIZONTAL SCALE 1°=20 FEET 330 09 BY DATE 4-7 VERTCAL SCALE 1 5.00 FEET . +~ : - De lopment Review Engineer 325 s 325 APPROVAL EXPIRES: 4--7-09 1 12 00 13 00 14 00 GATE REVISIONS 1PAtT G.Cp ~ N '~""""F" DESIGNED HY: B. JOHNSON ENTERED BY M WARE O6 07 O6 07 NO. 1 DATE 9/200) REVISED PER CITY CCMMENIS x ~ ~ SKILLII'IGS HOFFMAN ROAD 'A' & PRAIRIE WIND ST 06519-A : . K 2 1/2008 REVISED PER CITY COMMENTS I1-09-oJ ~ ~ WATER & SEWER PROJ ENGR.: R. CONNOLLY O6 OJ ~ COI'I.IOLLY s~eFr 1W° 5018 Lacey BoulevaM SE, Lacey. WasnIn9TOn 98503 PLAT PLAN AND PROFILE Plone9 BY uarr wre m 3/13/Oe 421 w ' (360) 491)399 (800) 454-7545 Fax (360) 491-3&57 YEL M W ~ 15 G Pro 08519-A Honmm Rol CAO CRT81RUC80N 19-A_IR3EPi. Brakm 2 ] OB 11:06 AM - / 836 N 596,849.56.E 1,110,464.08 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 1. AlL WORKMANSHIP AND MATERIPLS SHALL BE IN ACCpRDANCE WnH Gtt OF YELM STANDARDS AND THE MOST CURRENT COPY OF 1HE STATE OF WASHINGTON STANDARD SPEGFlCATWS FIX2 ROAp. BRIDGE ANO MUNIpPAL CONSTRUCTION (WSDOT/APWA). 2. ALL PPPROVALS AND PERMITS REQUIRED BY 1HE CITY OF YELM SHALL BE OBTAINED BY TIE CgJTRACTgi PRIOR TO 1HE START OF CWSTRUCTON. 3. IF CONSTRUCTGJ IS TO TPJ(E PLACE IN THE CWNTY RICJiT-OF-WAY, 1HE CGJIRACTOR SHALL NOTFY 1HE CWNTY AND OBTAIN A11 TIE REWIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTON MEETNC SHALL BE HEIR WnH TIE CHY OF TEIM PRIOR TO THE START OF CONSTRUCTON. 5. THE pN OF YELIA SHALL BE NOTFlED A MINIMUM 648 HWRS IN ADVANCE W A TAP WNNECTON TO AN EXISTNG MAIN. A qTV REPRESENTATVE SHALL BE PRESENT AT THE THE OF THE TAP. 8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 1HE LOCATON ANO PROIECTON OF ALL EXISTNG UTLmES. TIE CONTRACTOR SHALL VERIFY ALL UTUTY LOCATIONS PRlpt TO CONSTRUCTON BY CALLING THE UNDERGRWND LOCATE LINE AT 1-fiW- 424-5555 A MINIMUM OF 48 HOURS PRIgE TO ANY EXCAVATON. 7. SIDE SEWER SERNCES SHALL BE PVC. ASTM D 3034 SDR 35 wTH FLE%IBLE GASKETED OR SOLVENT WELD JOINTS. 8. AlL PLASTC PIPE AND SERNCES SHALL BE INSTALLED WTH CONTNUOUS TRACER TAPE INSTALLED 12° TO 18° UNDER THE PROPOSED FINISHED SUBGRADE. 1HE MARKER SHALL BE PLASTC NON-BIODEGRADABLE. METAL CptE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITON, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT-BURY RATED COPPER WIRE WRAPPED ARWND ALL PIASTC %PE, BROUGHT UP AND TEp OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE °D' OR APPROVED EWAL. 1HE TAPE AND WIRE SHALL BE NRNISHED BY TIE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED W1H CONTNUOUS TRACER TAPE INSTALLED 12° ABOVE THE BURIED POKER. THE MARKER SHALL BE PLASTC NON- BIWEGRADABLE, METAL Cg2E BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. REDOING OF TIE SEWER MAIN AND COMPACTW OF TIE BACKFlLL MATERIAL SHALL BE REWIRED IN ACCORDANCE WITH THE ABOVE MENTONED SPECIFlCATW (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FGR AS APPROVED BV 1HE GTY ENGINEER. TEMPORARY STREET PATg11NG SHALL BE PRONDEO BY PLACEMENT AND CpAPACTW OF 2 INCH MINIMUM ASPHALT COCCRETE COLD MI%. CONTRACTOR SHALL BE RESPWSIBLE FOR MAINTENANCE AS REWIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY ME CWTRACTpt DURING CONSTRUCTON TO PREVENT INFILTRATON OF EXISTNG AND PROPOSED STORM I DRAINAGE FApLLTES AND ROADWAYS. 13. PRONDE TRAFFlC CONTROL PLAN(S) IN ACCORDANCE WITH 1HE MANUAL OIN UNIFORM TRAFFlC LOITRW DENCES (MUTCD) AS REWIRED. 14. IT SHALL BE 1HE RESPONSIBILLN OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVID PLANS ON CWSTRUCTON SITE AT ALL TMES. 15. ANY CHANGES TO THE DESHOYJ SHALL FlRST BE RENEWED ANO APPROVED BY THE CITY a YELM. 16. ALL STEP MAINS SHALL BE HYOROSTATCALLV TESTED IN CONFORMANCE WTH THE ABOVE-REFERENCED SPEGFlCATON FOR TESTNG WATER MAINS. (SEE NOTE 1.) IN AODITON, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF TIE CITY INSPECTO2 PRIOR TO PLACING STEP MAIN IN SERNCE. 17. PRIOR TO BACKFlLL ALL MAINS ANO APPURTENANCES SHALL BE INSPECTED PND APPROVED BY TIE CITY 6 YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOt CdtRECTON OF ANY OEFlCIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTNG AND INSPECTWS. li SHALL BE 1HE CONTRACTOR'S RESPO15181LLTY TO NOTFY TIE CITY OF VELM FOt TIE REQUIRED INSPECT WS. 18. PUMP CONTROL PANELS SHALL BE LOCATED OJ GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY 1HE CITY OF YELM. 19. IN THE EVENT THAT TIE DEPARTMENT OF LABOR AND INDUSTRIES OR ME CITY SHOULD REWIRE A SEPARATE °ON-OFF' SNITCH CONTRg1JNG POWER TO THE PUMP CONTROL PANEL, SAID SWITgI MUST BE LOCKABLE OR HAVE A LOG(ING COVER TO HOLD AN WYMPUS 1YPE BP125, JOMM PADLOCK. 20. INSPECTONS FOR ONSITE STEP INSTALLATONS ARE REWIRED. A 24 HOUR NOTCE TO THE SEVER DEPARTMENT IS REWIRED PRIO2 TO TIE INSPECT W. ITEMS NEEDING INSPECTON ARE: A) TANK INSTALJATON, IE; BEDDING AND LOLATW B) TANK INFlLIHATON, IXFlLTRATW TEST C) 5.5. PRESSURE TEST D) SERNCE LLNE PRESSURE TEST E) FINAL INSPECTW 21. ALL LUMBER (PLYWOOD. ETC.) USED TO MWNT DT1ER PUMP CIXJTROL PANEL OR POKER METER MUST BE PRESSIktE TREATED. WATER LINE 18° MIN. SANITARY SEWER PIPE SEWER SERVICE CONNECTION SCNEDULE* LOT # STATION OFFSET DESCRIPTION 1 20+10 20' LT SINGLE SERNCE CONNECTION 2 20+87.50 21' LT SINGLE SERVICE CGJNECTON 3 21+06 21' LT SINGLE SERVICE CONNECTION 4 21+78.50 22.5' LT SINGLE SERVICE CWNECTON 5 10+83 22.5' RT SINGLE SERNCE CWNECTON fi 10+99 22.5' RT SINGLE SERVILE CONNECTON 7, 8 11+93 22.5' RT DWBLE SERNCE CONNECTION 9, 10 12+97 22.5' RT DWBLE SERNCE CONNECTEN 11, 12 13+88 22.5' RT DWBLE SERVICE CONNECTON 13, 14 14+10 4' LT DOUBLE SERVILE CONNECTON 15 13+99 44' LT SINGLE SERNCE CONNECTION • pSTALL SL'RULEe PER DETALS )-2 AIO 1-25 ON SHEET 12. WATER AND SEWER CROSSING DETAIL DATE REVISIONS DESIGNED BY' B JOHNSON O6 07 N0. DATE [u)cwcn wv a WswF OR/07 1 9/2W7 RENSED PER CITY COMMENTS GENERAL NOTES (WATER MAIN INSTALLATION) 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE N1TH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF TIE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD. BRIDGE ANO MUNICIPAL CONSTRUCTON. 2. ALL WORK IN CITY RIGHT-OF-WAY REWIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO BNY WORK COMMENCING THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PREWNSTRUCTON MEETNG i0 BE ATTENDED BY ALL MAJOR CONTRACTORS. REPRESENTATVES OF INVOLVED UTLITIES, AND THE CITY OF YELM. CONTACT 1HE PUBLIC WORKS DEPARTMENT AT (360) 458-8410 TO SGIEDUIE THE MEETNG. ME CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETNG. 3. WATER MAINS SHALL MEET TIE FOLLOWING SPECIFICATIONS: POIYNNYt CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EWAL TO OR LESS THAN THE STANDARD DIMENSION RATO (SDR) OF 21, AND MEET TIE REWIREMENTS OF WSDOT STANDARD SPECIFICATWS BECTON 9-30.1(5)B. POLYNNYL CHLORIDE (PVC) PIPE (4 IHRWGH 12 INCHES): SHALL MEET 1HE REWIREMENTS OF AWWA C9W, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER T1AN THE SDR OF 18, AND MEET TIE REQUIREMENTS OF WSOOT STANDARD SPFCIFlCATONS BECTON 9-30.1(5)A. POLYNNYL CHLORIDE (PVC) PIPE (14 MRWGH 20 INCHES): SHALL MEET 1HE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SOR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLA55 50 OR GREATER, ANp SHALL BE 1/16-INCH CEMENT LINED AND SEALED IN ACCIXiDANCE KITH AN51/ANNA C104/A21.4-90, AND MEET TIE REWIREMENTS OF WSOOT STANDARD SPECIFlCAlIGJS BECTON 9-30.1.(1). SI%-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0-RINGS SEALS. VALVE ENpS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFg2M TO AWWA 509-80. VALVES SHALL BE MUELLER, M k H, HENNEDY, GLOW R/W OR WATEROUS SERIES SOD E%ISNG VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HVORANTS SHALL BEM & H RELIANT STYLE 929 OR 129, MUELLER CENNRION, OR GLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTL SYSTEM IS APPROVED. SEE DETAIL 6-7 SHEET 24. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITI 1HE ABOVE REFERENCED SPECIFICATOY (NOTE 1). 7. ALL PIPE AND SERNCES SHALL BE INSTALLEp WITH CONTNUOUS TRACER TAPE INSTALLED 12- TO 18' UNDER THE FINAL GRWND SURFACE. TIE MARKER SHALL BE PLASTC NON-BIODEGRADABLE. METAL CORE OR BACKING MARKED WATER 2-INCH-WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL OETECTdt. TAPE SHALL BE TERRA TAPE °D' OR APPROVED EWAL IN ADOITON TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COALED COPPER N1RE (PAIGE °UF" SINGLE CONDUCTOR OR EQUAL), NRAPPED AROUND THE PIPE, BRWGHT UP AND TED OFF AT VALVE BOGY ALl WN2E CONNECTONS SHALL USE N1RE NUTS AND A DBR SPLLCE KIT. MANUFACNRED BY 3-M OR APPROVED EQUAL ALL LOCATOR WRE FOR SERNCE PIPE SHALL BE CONNECTED TO TIE LOCATOR wRE ON TIE WATER MAIN. 8. PRONDE iRAFFlC CONTROL PLAN(S) AS REWIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALLGNMENT BY AN ENGINEERING OR A1RV£YING FlRM CAPABLE 6 PERFORMING SUp1 WORK. 10.ALL SERNCE LINE LOCATQ45 SHALL BE MARKED W THE FACE OF TIE CURB WNH AN EMBOSSED 'W 1/4 INCH INTO CONCRETE. 11. CALL UNDERGRWND LOCATE AT 1-B00-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY E%CAVATONS. 12. THE CITY HILL BE GVEN 72 HWRS NOTCE PRIOR TO SCHEDULING A SHUTDONN. WHERE CONNECTIXJS REQUIRE -FlELD VERIFlCATON°. CWNECTON POINTS wLL BE E%POSED BY CONTRACTOR AND %TTNCS YERIFlED 48 HWRS PRIOR TO DISTRIBUTNG SHUT-DOWN NOTCES. 13. AT ANY CWNECTON i0 AN EXISTNG LINE WHERE A NEW VALVE IS NOT INSTALLED, 1HE E%ISNG VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOi TO CONNECT W. IF AN EXISTNG vALVE FAILS TO PA55 TIE LEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PRONSIONS TO TEST THE NEW LINE PRIOR TO CONNECTON TO THE EXISTNG SYSTEM OR INSTALL A NEW VALVE. 14. AF1ER COMPLETEN OF BLLIIEM6 SHOWN ON MESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, 1HE CONTRACTOR SHALL OBTAIN A 'PUNCH LISP PREPARED BY THE GTYS INSPECTOR DETAILLNG REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN W THESE PLANS SHALL BE COMPLETED TO TIE SATSFACTON OF THE CITY PRIOR TO ACCEPTANCE OF 1HE WP1ER SYSTEM AND PRONSION OF SANITARY SEVER SERNCE. 15.A COPY OF THESE APPROVED PLANS PND APPLICABLE CI1Y DEVELOPER SPEGFICATONS AND DETAILS SHPLL BE ONSITE DURING CONSTRUCTON. 16. ANY RENSIWS MADE TO 1HESE PLANS MUST BE REVIEWED BY TIE DEV£LOPER~S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATW IN THE FlELD. TIE GTY SHALL NOT DE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON 1HESE PLANS. APPROVE ID FOR CONSTRUCTION g mKa £A..~---• DATE: 4-7-OB De elopment Review Engineer APPROVAL 4- ~l- ~ 9 EXPIRES: C SKILLINGS connoLLY 5018 Lacey BoulevalXl SE, Lacey, Washington 98503 (360)491-3399 (800)454-7545 Fa%(380)491-3857 HOFFMAN PLAT YELM WATER METER SERVICE CONNECTION SCHEDULE* LOT # STATION OFFSET DESCRIPTION t 2 20+48 2t 1i DWBLL SERNCE WATER METER 10,11 13+49 I 225' RT DOUBLE SERNCE WATER METER I to 13 14+nt 1.3 RT DOUBLE SERNCE WATER METER NNSTALL SERMCES PER pETAlS 6-1 AND 6-Z lRE $XEET 11. WATER AND SEWER NOTES AND DETAILS - 1 06519-A \ ~ oR PR[ eavx0vm coax i I ~ ~PDRAT ~ =1°R Dx[ NR ~lo,\ - '~J ~ enu wnNl`r~ aMl~ `I xncx- I I ~ ~ o [06[ °. 00.'I ~x[o- V.~~[, P[R I I xExu wres~cw~5ij ~ I `\ / Iz \;\ x[ lus L Iee eo[.[rx. L[x[ Aii1 '/ coxx[crx `o CITYxOF YELM, WASHINGTON DEr-_ of PLBUC wGRIKs Rar.rolxlE.xD~RIR. `°"°`°'°R"` 5/S" DUAL G.6.[T.ND,P.TxRL.R,. "•"`""'°E" MRE~TER SERVICE 'T ~6Dn2 ~ ~~? B ~ I Ur wC x{'K,q'm. FII ~J`I~ E ~ -,~ti~- 77 V[w w sIOF vlFw j ~~ Ir ,' _ WVE 7EE ~~~i`~ DC v1Ew _ CROSSW ~ GATE VALVE tfi~~~~~~ ~~~~~ ~ HORIZ BEND_ ~N r-(. ~ ~~STI ~ ~ 21 ~ ~, ~ ~ ,~.wc~~~sw TEE WITH CROSS WITH ~ CROSS WITH PLUG PLUG PLUGS PLUG OR CAP c~;c~ 45' - 90' VERTICAL BEND NOTES: STANDARD I. °RDUZ[~DDTnca"NSSTUrRiosiuneco°E~eTN. BLOCKING DETAIL RUSTC BARMIER SIULL BS ~IAC[D DE 1WEEN ALL iHRUSi BLOCK GTi NGS. wl Dcy oAV xc. R SHAIL RE s/6- M H M iY ( - - [ -j3 OAYETERFE~ c ~c,P _00/t00J 0 0 n U V- y O m K W O ~ ; ~ ~ owe K as E a m m D O >~ asx Q W DATE REVISIONS ~ADTx ~D GGN ,I~jB D65,9-A DESIGNED BY: B. JOHNSON O6 07 N0. DATE * ~ I I In~ s SKI I I HOFFMAN WATER AND SEWER ENTERED BV: M. WARE O6 07 ~ ; ~ L ` CHECKED BY: u u ' ~ PROJ. ENGR.: R. CONNOLLY 06 07 CON I iO~LY PLAT NOTES AND DETAILS ~ 2 ffl Srp 5016LeceyEbulevardSE,LecBy,WeBhinglon98503 BRLMA eY Mory Boa o, T/11/OB aD3 AM C:\Propct\2006\06519-A HRRnIm Plul\CAD\D'wNy\~IISIRUCn aN\DD 6s9-A_ILOtrS w Detdb 02 Mlm I IS 1252 Pu (350) 491-3399 (800) 454-7545 Fax (360) 4913857 CITY OF YELM WA 15 ~c0R 0I TIT.ti mP r cm<ao - 5v~ ,I. n rx rxF~rc) [ i ~ tarn ox 1 .~ J ~,~ ,. -~ ~. _ s.~ I I ~ . K,. RRa .m,,, _ R,z, P,HF DR CITY OF YE_M WASHINGTON ~ r. r FORD ~,F DFPT. of ~~ ue. I_ woRKS _ "°'""B"°' S~8" SINGLE `"""`°"` METER SERVICE xcs sxA,E ~. fat ~Dxx. THRUST LOADS 5 ETER d E EN 6 ~ 6 000 50,100 2 3 a /2DaB s T~ tD 2Z i0D I]J00 6100 3,0100 3BDD ;; ~°=-1 _ i ,~,~~ 1-900 3oa~~ NOTESo TxRUSS 5 2 1 U ES?c ORF ST [ D 5 N LAR HMA [R3AL TED TRON CONCR[RE THE iHRUSi BLOCK N sOUAPE AxJ GR 32 DOD LB_ 300° LB/ 0. 3 s0 L LONDSi ONS AD.IUSTED FOR OT n As°w[LLGA NioL CONi nE ODSLr wT SAFE SOILT BEARINGRMLOADS OE 4REA HER p E s iE. PR[ssu RES Axp HSiAND OPERAi NO eRESSVR[ unOLK sOOL[R ov[x r UCK, R~Gi N POU"x~ D CITY OF YELM, WASHINGTON OEPi. OF PUBLIC WORKS O THRUST LOADS snND n GRAVEL c~ uuv"TE° WT" d ODD . xR. 6-14 HARD 1D,000 csE~C ~ d~ oPl_..LO ~I L R I ~ ,..-L" H19 ~_ y ° HYDRANT~1 ~~ _ax/^65 ~ .10~////~~ 6' I t. G 3 6 a/aGl < p/ ~ G.o~„d d.m ^ n ~ I 6• Pongee I'rr B ~"-~ ~~I m Y~Y II I ~ ~...le a o<t e5 % J ~ ~ H,,.a I 'Meet HO 5 e ~..n n,u.1 a ock Dna lee 1 1, xn o, ,oo.~ .o.. ...n.d ro~L ~ ,, 9"oW~eo9 e olI CITY GF YFLM, 'MASH NGIGN DEP I. 0- PUBLIC _IIOPK K 6e,1., 1JBD .. Nxell.. FIRE HYDRANT Pm,xa ~ tee,-_! xcrzv I -~-{ ~ V SINGLE METER ~~ ~'I _. BO% PLACEMENT , fc1 owl 2~ .._ - 1 i l~ or[i cn [xo[D [cT EO LNE DUAL METER BOX PLACEMEN ~ c- 1 L_ E _ __ ~ I '. ~~ ~ ~ H ``~ r. / Ix v= PP TYPICAL METER LACEMENT W/SIDEI 90'- SOLID CAST IRON COYCR STREET MARKED °WAiER° ELL rv Imo- B" [ONCRCTE METER BO% FOG-TITE METER SEAL CO. I MIN. ~ NO.J 11 TYPE 2 WITH 12' BASE OR EQUAL ~- 9D STREET ELL 2" BALL VALVE 811 -]77 rv 90' / ~ 2' C86 77 MIPXPJ ADPTR ELBOW /.~ 2" DRISCOPIPE 5100 ULTRA-LINE PIPE _ / / OR APPROVED EQUAL (200 PSI MIN). t - ~~ MUELLER INSTA-TITE COUPLING . _ 1y 15x06 OR APPROVED EQUAL AIR AND VACUUM CORPORATION STOP VALVE 2" OR 2-90' BRA55 ~ FORD E500 OR EQUAL / 2" GALVANIZED ELBOWS EQUAL //// STEEL PIPE TO FIT WASHED GRAVEL PASSING 2"-90' ELBOW SERVICE SADDLE 2' (TYP) 1/2' AND RETAINED ON ASSEMBLY-SINGLE STRAP. 1/4' MESH ROMAC 202 S OR EQUAL 2 2"6 GLAV PIPES BURIED 3' W/ 1/2" WIDE SERVICE SADDLE 2" NQres STAINLESS STEEL PIPE CLAMP ASSEMBLY DOUBLE I. MR A VACUUU VALVE ASSENBLx uusT RE wSTALLEO AT xGHESi PO NT OF Lln[. STRAP CITY OF YELM 2. REMOVE ALL FOR KNOGKOUIS i0 ALLOW FOR DRA NAGE DEPT. OF PUBLIC WORKS 3. FACE DF uERfR BO% LO BE LOtaTEO t x RACK OF CURB. DN,51DE DF PuNED INRR°V~x[xTS. REPAIR 2" AIR AND VACUUM .. woE;Y"`"IHT°[""""'K'"`:,. RFI_EASF VALVE 5. THE WATER SERVICE LINE SMALL NAVE 36 OF COVER BELOW FINISH GRADE. - NETAwC (DETECTABLE NA NO) TAPE BH AP\RO°^~Ti_ DWC. N0. IMPRINTED CONTINUOUSLY OVER li NTIRF LENCIN°iu NT B4<K SN `WITH PUBLI_ Vro t 6-8 SHO xESTAPE w BOTHw' A u i0u' MINENTLY OE5 DIRE _ w . sxau BE • z Mlx wl AxD WILL HAVE LOCdiETWIRE.PR Dwx CKDOA TE ES JEG 'P 4/2007 ;d FE AR }O MCET BR E ES 36 CO CRELE 6DTMY PSADE _ A6000 ~. RIOADWAY)E ° - PAVEMEM F - 1~5~ MFTER ~I M TRNC FLOW z ~~ ~- WAIER C NNECT ON I R EEO> ppppAxT E 910 VB OVED OVAL vALVE D d2" M N. COVED WOCATE ~/ W iH NCOVER RE \ BES DTE , z- DIA BRASS I D• RONTILE ~ 6" MIN. OM ERC L CONCRETE- PIPE \ R E I _ 2- 'HREADED P RE DED T IN CA 2 KAP7 FSW NE ( P) DRA RD G JOHYORA FOR i _ J 4: BASE OF A HT ` J /rDRAINAGE CK D r p A BR SS O .~. __ t VALVE SMALE BE EOU L P nE D E SQUARE H SttLE-~ BOVE THRUS R OPERAT NG N STUBBED BLOCKY (COUNTER CLOCKWISE OPENING) FARTH SEE uDTE i. CITY OF `ELM, WASHINGTON 1. VALVE BO% ANO COVER SHALL BE PEP DEFT. Oh PUBLIC WORK$ YELM VALVE BO% DETAIL 6-11. wATtHRMAws WHICH WLL BEwxrENDfD 2" BL`OWOFF ASSEMBLY Z OPERATESG THEE BLOWOFfLA56EMBLT SHALL 1 T~ C BE THE SAME SIZE AND INSTALLED 0 PROVED 0xG x0 E MAINL NE ANO PROV DED WITH A ' CONCRETE iNRUSi BLOCK. 5-9 1/200) s~ RrBroRA,~«'il_ r ° - Tf ~NNx GR"' ~E~ ~, ,\,I- a ',, ~',~~aa,al:ro~ ~~ ;~ ~I r;l~ ", ,._ ~,~ ! ; sLDAPPE~ ~~,EEPa 8 ~ ~~ / ncNe.E nPE RESTORATION TABLE 1 rn./ a, ,x, _ ~WSrn I_ _. v,o 5(IE~~X ,....PwP w L .. , vyrs ~~, ~.,\ a;v.u -~ unc[R a' 2 D". - \`// i rs „o~cs °P "'"E ~~ TMI+E+Dm nuc~ s Pvc rcE Asn I R . z 5 a (no (IW¢dw. ~ 11 n~ ~aYREn evc~p.av. 3D3W (M91F)-~ n s ~ lxal< r ~G \ cAaoi, ~ I*s uAxsaciu ~ 2Y-WD' BEN.; yr Rnn ~ \\~~\~~\~~\/\/~~~~\~~ \\%\ 4d, __ _ - ~ I _ __ \ SRP ~$ ~i ~n~E ~xL I ~~ .~ ~ s ~ - ~ ~~, L.B.s.uaRrc _u_ _ / x J ~ / l I\-~ •+: ~l vc wRE mw-. / N 11 rC..'.. I KN an.L vnL'rE~c [cx vu~ ~ , . k"`- s , sL J ` \+ / vAL%E M/50.YENi MELD ,BPw:V pu SL a s I v JdNii ftPE i0 6EAW /1 SANE S11E YWER aGMEt," E W , s s s,c¢ a tl, S..R,EJ CG~ENEO » r rN, rn,nNUxr GR PRE SbG,£ J v=ru_on_C~ I;IIY DI YELM 'T. OF ?UBLIC WORKS CE°T. OE P..iBL C 'utiC.+KS _ CFPT. OF PLBLIC WORKS TYPICAL TYPICAL WATER MAIN ^fLN>,«PG«B,N, TYPICAL 1" PIPE TRENCH TRENCH & BEDDING SGP~~RdGWa.. LCGaaB SERVICE CONNECTION ~~. c..7 x3 „a ~ a~-15 }. ~"NBOV Booms "ocoM ~ ,o oR.mvc. o~ ? ~ ca:. No; ',~~g,__RECEaseo HnxBLE - o NGm A I vE aP B 3/ . / ~VPw l NGRCEC Pao I^ 1 SEC I OR arco 9",Orx« - x „ ~T~`~ __~ ~/ ewc: mol - ,-y c ~' '~i I r n sxfc oxaoc ~. OVTSIDE PAVED AREA ~ - ~ }~ ~ T~ ~~~7 ~~ ~~ ,RACER w„~ ~~~G _ /- ~ 11~' B ~ N AR<WGS ~ ~~ il~ N T~%z~ C'I - OV/ B' ALY iE Ds,owx eacv x..xr. rn "s [r~ crmurp\ T ~ii.w 0 CL a.s C xCREI[ .1000 }W~JES CC%CEECmN~ ~ NG RIES ~ ix v" INSIDE PAVED ROADWAY - 1 IEE > Nor •I~~~~ rBENCN BOiroN ~ ' , - °-' ~ ' ~; NNi -- W o coRPERLT>aRSwlaivil <~unne ueco~. ~ sxowN- Poo.rP W~o.w ~ ~~~~ i0L10 'N" $ N exTExofB oxE roof Tor loixvuvE eox. eur*ERrE>pvaivfs lRfo foR <oxc.nr ~,~:. o. VALVE STEM E%TENSION LEGEND p vWLVE nxG N sre" rSa~clGCrwBE , 7DBffxn NlcxT LLL aLDCN e« I " ~ wELDE SHA CITY J- "ELM. Y1A514NCTIXd ES BN CRY ~F Y1M, WAS,IN~TGV ~) }ul~ TN i[ wilnES t0 msER- C-V_. of FII3LIC MORKS v RMOT nLL NOiOB[CD L`EPT. OF FIDLIC 'VNRNS o z~:z~xPBils•~ pGwRE srxoGruNAL STANDARD coxn^.,GU>Lr ixeoGCx IxsiuuaoN CC'NNEC'ICN i0 VALVE BOX ~XIST,NG ~NAIN NJT.L t[xG1H AS REOUIREp, IxG "Pai~L w Nrouxn~ri s6au a ~/a' T~s oREC,n1 , ~,re 6-11 aT ~.aF 6-1>~ nufrELwiiD a DDNO ~.~ TYPICAL DOUBLE SERVICE CONNECTION ~NNSOrv DATE os o7 rvo. DATE REVISIONS 'N"0T tG. C0,1. ~n~ ~ N 'ARE 06 07 1 9/2007 REVISED PER Cltt COMMENTS ~ ~ SKILLIitiGS .G ONNOLLY O6 07 CONNOLLY ~ ~ &~ Wy w.,sr,mn,.._vwc,urn ,~,~,~,. .,e_, ....~... .. ~...,. ~..._ ._.._ , n„re ,..., d, 4wu.N r~~ 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 (800) 454-7545 FaM (380) 4913857 e -~ I~ _ uE anN~oT ,n.xavunl / _a, s G D: ~ H «>z,Aroro soL \ ~m I~PICAL SEWER MAIN LINE GATE VALVE ~~-„ ~.F Pi-«zt HOFFMAN PLAT OF YELM ~~~ `H ~ 7' o G EACN MAY TDP DIMR 1/Z' XDLE OR SLOT /~Fw WME ~gAIE VALVE SHALL BE SAME 2E AS MNN lMJNNJ) ~iDNIRC MIRE LIX:NEC~,µrO~ MNNEIN[ uSE r nn nTnNCs R ou~RED LAC NVT ENlfuigNS REDUIRm iD aRNG NUI TO W.rlIW 2R' Of THE SNIFACE TYPICAL END OF >_INE CLEANOUT 'R~~ MC Eq l0-• \ ~- ~_ ~ 2D k,C WDRMS DIREC'dt pnTE Y4'- _- ~-q( -~- JY l JCG TP a/20C7 B Rv< RIgR \ °~ ~° Paw E"G~ E.>~ ~WxN.,ER~ \ i la Ea,cE TaNC wPE I/3 PVC i0.UF UNO & vn.LVE _ s~ - W!E PM EHf ' E PAC Pi V PPEE ' ~~RONWG MDBFL N9 ~ fWaL 9JFE SEWER vNx NoT a x m"a ~KVi aEwm~ T+ ro rJn Lan E rlNSn GvaRE NE TYPICAL SEWER AUTOMATIC FIR RELEASE VALVE ~G` ' owc. xa APPROVED FOR CONSTRUCTION B ....,w F ..1~. DATE: 4-7- 09 D lopment Review Engineer APPROVAL EXPIRES:- 4-7-09 WATER AND SEWER 06519-A NOTES AND DETAILS - 3 ~~ 14 SECTION 20 TOWNSHIP 17N RANGE 2E W.M. SP SEI VAR1E6 S TO P " OIt NS ALUMINUM SG BLANK 1/2- ~~ 1 /2 ~ 1" , l N ~ PERFORAl E0450UARE NBE SIGN POST o ~ ~ ~D K 1/2 b ~ % 3 ~/2"R i ~ WHITE LETTERS ON GREEN BACKGROUND (NO BORDER) ff LETTER SERIES AS NOTED ON PLANS. \I I SUPER ENGINEER GRADE (TYPE IIJ REFLECTIVE SHEETING S TYPICAL STREET NAME SIGN i. .I ~= NOT TO SCALE ~ ~ r = SY~ ~ I _ - CONCRETE BASE. SIGN POST AND SIGN PLACEME NT 9GN5 TO BE ATTACHED TO POST 1WiH A MINIMUM OF TNO FAS TENERS SCALE IN FEET 0 20 a0 90 NOTE: LUMINAIRES TO BE COBRA HEAD. ALL PARIS TO BE BROCCOLI (YELM) GREEN. CONTACT INTO LIGHT FOR INGTALLAPON VERTCAL DANM NCVD29 % .~... ~ ~., o ~I NE WASHINGTON COORDINATE SYSTEM A063 91 SW T O N / , H ZONE BASED ON GPS RTK ilES T0: SERIES B LETTERS O ~~®~ 4 THURSTON couuTr coNTRGL PANTS: 253 N 59).545.96. E 1.113.138.22 359 N 603.437.62.E 1,106,19026 36" 24" % 24" 636 N 596.649.56,E 1.110.464.06 641 N 592.654.x9. E 1.113.005.41 ~j NE TTPE IV SHEETING DISTANCES ARE GRID US SURVEY FEET ~ e1 3 PRAIRIE WIND ST COM6INED FACTOR 0.99992 SERIES B LETTERS DATE REVISIONS TM^°T aw AM '~1\DM 4" CONCRETE BASE w/2.25°% 2.25" O.D.36" LONG. 12 GAUGE GALVANIZED STEEL 6" DIA 29' LN 32" f~ CONCRETE BASE WITH SLEEVE NOT TO SCALE APPROVED FOR CONSTRUCTION THE CONTRACTOR SHALL BE FULLY RESPIXJSIBLE FOR THE LOCATION BY y DATE: 4-7-08 AND PROTECTION OF ALL EXISTING UTLITIES. 1HE CONTRACTOR SHALL VERIFY ALL U11LI1Y LOCAPONS PRl CONSTRUCPON BV CALLING 1HE UNDERGROUND LOCATE LIN 1-600-x24-5555 ai TO E AT tl/B/ De lopment Review Engineer INIMUM OF 4H HOURS PRIOR TO ANY E%CAVAPON. 1HE CONTRACTOR WILL AL50 BE REBPONSIBLE Fai MAINTAI C T gJCE THE UT T ES NING gppROVAL ALL LO A LI I HAVE BEEN LOCA E MARHS TED. EXPIRES: 4 - 7 - ° 9 SKILLINGS HOFFMAN SIGNING °65'9-" COIt1I'IOLLY . PLAN AND DETAILS ;; 5016 Lacey Boulevard SE, Lacey, Washington 98503 PLA r (380)491-3399 (800)454-7595 Faz(3fi0)491-3857 YELM WA 15 Street Light Schedule Luminaire No. 5tvtion Offset (fl) Type Waits Distribution Mounting Height (ft) Mast Arm Length (ft) 21+03 22.70 RT HP5 100.00 iyye III 25.00 6.00 2 13+10 22.5 LT HPS 100.00 iyye III 25.00 8.00 MANUFACTURER'S RECOMMENTDATION6 STREET LIGHT EMBEDMENT DETAIL NOT TO SCALE I PRAIRIE WIND ' ' I SUBDIVISION ' ~' I I I I I I INSTALL 12' CONCRETE DRIVEWAY (~.I ~ UI I SCALE IN FEET MATCH EXSTING I i ® l MATCH E%ISTNG GRAVEL oRlvfwAr-LacnnoNS- _..., ~ D DEwAU< R P I o m / ~(~ I ~ t 1 N G GR S(JB ,`IISION I / I .p S 9 F ~ i ~+-- REMOVE D ~ ~ g - ). ( N ~ a ~ EXISTNG \ Z E%ISTING R/W I IGHT OF WAY EXISRNG S~EWALK FENCE CO SIRUCT ~ _ 5 WIDE ASPHALT I d OVE/~%ISTING SIGN 1 RAMP (12:1 MA'S( I. .. r.. ~~- .. ":... r /.>. - 1. .t r r ~ // . - f ... .. _ _ y. -_ -,. R DETAIS -_-_-_ -_ SHEET 3^' STA 30 38.22. 16.17'LF / MAJFH %ISRNG CURB '~~" ___ T ~ Si _ - \ - - - - - - -.__ _ - - z-~- €%ISTING d'e STEP MA/r S1EP- . - ~g~~ T -SIEP~ - AT '$~ ~ S7EP STEP STEP STEP--F~ ~ - 1\ ~ ~ ~ I r- -----_---g___ _____ ___ } R E%S"rING 10°~ WATER N.1AIN ° _ ____ _-_ s, n n~ O v- - -w m - - - ° 4a } e _ _ ~ o ,. -•-_ _ a o CULLENS pROAD SE o ~ _ _ o° Emsrl GEw STA 30+36.22, ifi tTLF _ m STA 33+36 : BEGIN FRONTAGE NIPROVEMENTS y _ MATCH EXISTING CURB MATCH E%ISTING CURB ELEV 343.58 + y n FL -EU'V 334319. CONTRACTOR TO VERIFY FL .345 "- CONTRACTOR. TO VERIFY ELEVATKIN " PROPOSED FLOW E%ISRNG ~ GRADE > ELEVATION PR OR TO 34rJ PRfa2 TO CONSTRUCROFf LINE GRADE ~ - 1'J CONSTUCRON _..... -- 343 '. ', - ' : . 343 341 -- -- --- -- -_ -- - - -_ .........EXIST G 10"0-WAl£RMAeI ____ _____ ____ __ __ -J V ~ 1D'w WAIERMAIN .. -- ~ . 341 339 - -- __- ___ Ex sn c a S.T£P MAIN -- _ - _ _- y~ STEP MAIN: . ~h'F'1 _ 339 337 _ ~ a ~ ~ u 337 30+00 31+00 32+00 33+00 GENERAL NOTES: Q RESTORE ASPHALT PER 1 TRENCH RESTIX2AlIIXJ DETAIL SHEET 6 Q EX CHANNELI2ATION SHALL BE REPLACED IN KIND. SKIP STRIPING SHALL BE USED TO ENSURE THAT 11' DRIVE LANES ARE PROVIDED IN BOTH DIRECTONS NGW29 ~~ ~ ~~~ WASHINGTON COORDINATE SYSTEM NAD83/91, SWTH ZONE BASED C RM nES TO: THURSTON couNTr coNmoL PoINTs 253 N 597.54598,E 1,113.138.22 359 N 603,43J.62, E 1,106,790.26 836 N 596.649.56,E 1,110,4fi4.08 661 N 592.654.49.E 1,113.005.47 DISTANCES ARE GRID US SJR4£Y FEET COMBINED FACTOR 0.99992 CULLENS ROAD HORIZONTAL SCALE: 1"=20 FEET VERRCAL SCAI£: 1"=2.00 FEET RECONSTRUCT ROADWAY PER DETAIL 1H11G SHEET ® GRIND 2" AND OVERLAY EXISTING ROADWAY BETN£EN STARONS 31+45 AND 33+36 1HE CONTRACTOR SHALL BE FULLY RESPONSIBLE GOR THE LOCARON AND PROTECnON OF ALL EXISTNG U11LmE5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 1ME UNDERGROUND LOCALE LINE Ai 1-800-424-5555 A MINIMUM OF 4B HOURS PRIOR TO ANY EXCAVAngJ. 1HE CONIRACTIXt WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCALE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. 0.5' 5' ~ 0.5'~ ~ %' G~~G~~%~//ice%a •0.25' ASPHALT CONCRETE "O.iJ' CRUSHED SURFACING TOP COURSE •PREPARED SUBGRADE ASPHALT RAMP DETAIL SECTION NOT TO SCALE "NOTE: ALL 1HICKNESSES ARE MINIMUM COMPACTED DEPTHS O 95% MAX. DENSITY ~~ ROW '0.25' ASPHALT CONCRETE ROW ~ CONSTRUCT •O.iJ' CRUSHED SURFACING TOP COURSE ROAD SECTION ~O.6J' GRAVEL BASE EASEMENT PER DETAIL 1 I CULLENS ROAD I AwcuT Ez. PAVEMENT TYPICAL SECTION 2_ 9 _ I l MATCH EX. ~ GRADE NOT TO SCAI£ 'NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED SIDEWALK PLANTING ,/ - - TY 2'+ CURB a5~ -2~ %-£KISA~~~TNG APPROVED FOR CONSTRUCTION ~.--10 ~s'~T~~16'~ 'MN~ B~DATE: 4-7-=a m~-,-- Ex RIGHT or wnY O elopment Review Engineer ROW 20' DEDICATION NEIGHBORHOOD COLLECTOR -CULLENS ROAD• APPROVAL N G^~- EXPIRES' 4-'!-o q °ATE REVISIONS TRA°" ,~G.C04,1•~ ~ DESIGNED BY: B. JOHNSON O6 07 N0. DATE ~ ~ ~ FRONTAGE PLAN G65~9-A ENTERED BV: M. WARE 06 07 1 9/2007 REVISED PER CITY COMMENTS ~ ~ SKILLIMGS HOFFMAN CHECKED BV: PROD ENGR W 2 1/2008 REVISED PER CITY COMMENTS 11-09-07 a ROADWAY . .: R. CONNOLLY O6 07 ~ COI~II~IOLLY Roe.a 9y Hoy ware as 3/u/9e 8a N/ ~ aW°~ 5016 Lacey Boulevartl SE, Lacey, WaBhingmn 98503 (360 491 3399 800 454 PLAT PROFILE AND DETAILS ,4 Q ~ [ 2096 06519-A Howmm PMt CN CCe5w1UC110N W8519-A3Re1TACE RlO. Mica I IS Oe tP:51 PN ) - ( ) -7545 FaX (360)491-3857 YELM WA 15 I ~ , PRAIRIE WIND SUBDIVISION • ~ ~ i ~ ~ ~~ i I SCALE IN FEET I i , ~ I f n ~ ~ v ' ~ O 1G®D ~ ~ ~ ~ i ~' -- - ~ ° _ ~ Ci.UULEN $ ROAD i I - I i s~ ~ "G Ga ` I , \ 9 ! I + L ~ --- I SUBD)YISION ~ a ~ - `\ r i E F C / ~ E%ISn G P b I ~ ` ~ ~ ri ~ 2 h .' ~--_ - ~%IST -IF L 4°m 5 TE P MAM ~~ - _ . _ -__ . G ;T~ 5~ ~ P S1EP S1EP STEP-+,v--- ICJ ~~ --_ p-- $ - W -_--_ --_ -_-- _ _ _ ~ ~ N 01'31 20" 91E D00 ~W _ - ~- - - W - - TF ~ - O h o ESAfING 10"`WATER ~,IAIN i, .. ~. O w_--4_ - 9 _ _ m o ,__ -_~_-~~~ --_~_-3 ~~-- ~_---.~--_-~ ---~x-244 --_- + -- 4 0 ~ _~ _ °o CULLENS ,ROAD SE o __. o ~~~~~~~ ~~~~~~-- .. ~ 3 34S STA 30V3e 22, 16.1 TiF MATCH EXISTNG CUR - /-. PROPOSED R GRADE .E%ISTNG ~ GRADE MATCH EX B ELEV 34358 f// /~ -.. - ~ "- ""' --- EOP t 343 ]9~ - 346 343 / - - _, _ ' _ 343 341 --_ _-_--_-__ -_.,^ _ .._. _._. _Exsn c 1o°p-wnTERMnM - _.. _ .. :.:.: .: ..... ..... .,[:Y :.:. .....:: ' E : -. . .... ...... . 341 /~I U : 339 _, _ F%ISnuc a s.r~P MA r3 - ~ ~ 4 V F w - - ~ _ . 339 - '" " 1 3 . 337 ' _ 3 337 30+00 31+00 32+00 SEWER NOTES: O STA 31+43.63, 9.00' LT CONNECT TO EXISnNC 4°9 STEP MAIN. REMOVE EXISnNG CLEANOUT, GATE VALVE TO REMAIN. (CONTRACTOR TO VERIFY SIZE AND LOCAnON OF EXISTNG MAIN). O INSTALL 18] LL 4" PVC SDR 21, CLASS 200 SEWER PIPE. STA 33+30 INSTALL 1-END OF LINE CLEANOUT PER DETAIL SHEET 12 i-4" GATE VALVE WATER NOTES: O STA 31+4].02, 10' RT CONNECT TO E%ISTNG 10°0 WATER MAIN. REMOVE 2" BLOW OFF AND GATE VALVE. INSTALL 1-10" GATE VALVE (MJXMJ) (CONTRACTOR TO VERIFY SIZE AND LOCATION OF E%ISTING MAIN). O INSTALL 183 LF 10' PVC C900 WATERMAIN. O STA 33+25, 19' RT INSTALL 1-HYDRANT ASSEMBLY PER DETAIL SHEET 11 O STA 33+30 INSTALL 1-I B" CAP 1-THRUST BLOCK CULLENS ROAD HORIZONTAL SCALE: 1'=20 FEET VERTCAL SCALE: 1'=2.00 FEET r VERPCAL DATUM NCVD29 BASIY OF BEARl119ir WASHINGTON COIX2DINATE SYSTEM NAD83/91, SIXInI ZONE BASED ON CPS RTI( TIES T0: THURSTON COUNTY CONTROL POINTS: 253 N 59],545.98, E 1.113,136.22 359 N 603,93].62, E 1.106,]90.26 836 N 596.649.56.E 1,110,464.06 841 N 592,65d.49. E 1,113,005.4] DISTANCES ARE GRID US SURVEY FEET COMBINED FACTOR 0.99992 1HE CONTRACTOR SHALL BE FULLY RESPONSIBLE FIXt THE LOCAnON AND PROTECnON OF ALL EXISTING UIILITIE6. THE CONTRACTOR SHALL VERIFY ALL UTLITY LOCAPONS PRIOR TO CONS1RUCnON BY CAWNG THE UNDERGRWND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF d8 HOURS PRIIX2 i0 ANY E%CAVAnON. THE CONTRACTIXt WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS IXJCE 1HE UTILITIES HAVE BEEN LOCATED. APPROVED FOR CONSTRUCTION o,N~e ...Q_~ DATE: 4-7-ot D ebpmenl Review Engineer APPROVAL EXPIRES:- 4-7-09 SKILLIMGS COI'INOLLY HOFFMAN 5018 Lacey Boulevard SE, Lacey, Waenington 98503 p~pT 380)491-3399 (800)454-7545 Fax (360)491-3857 E~M FRONTAGE PLAN o65T9-A WATER & SEWER ~T PROFILE AND DETAILS ;5 WA TR A C T C 6 ~EIGw. PEaII,ETER FENCE ~ 3 ~Rd~TER ~E=u,IUE PL > w~stER, ~D GRdND PIR ~ BCWHPLL'nAPLE I • ~ ~ ~ I ' ' •; m"~~,m I~ J '~A/ DRAIN,wEIOCN ~ox..cx..rs wwx.~m u.• s a ~run~rzn ,.ewe \'-~N1 ~ PICN LE IC Tds -TYP f - ~ HTDrzosEED Lawn PLANT BPACMIO DETAIL OROUNDCOVER PLANTMO DETAIL drzEd TvP NT « ^ ~ °~ NTS 6 HEIGHT PERmET ER rEneE I ~- 3-.eowudLL'ndrtE ~ 3.~EaHdunaPLE 13 ~soewu.~ 3 ~auEEn ELIxdeEru' ndPLE -~ ~ du unN P.,RPLE asH ~~ ~nK ~ - - ~ ,~T~I~PJRPLE d RDSEED LduN d~d_trP ~ m ~y ~ ~au TME ~.o<,a~, m ,~ w i J HrD w ao~.~~e~.mwmas \ . N s tmc. rwrtvn w ma. z ..,~ twc n~ wm -~ weemr~c ar~~'mm~r ~ • W e mat . HrDRa9EED LduN dRE-~-iYP 1 Z I ~ ~ dLLMdPLE - ~ ~ u z dom. PJRPLE d~ 3- D~,dLL„dPLE a ~. a m" , EX DEB TudT ~dNr`~~E e ALL MdPL~ (_ - - _ _ ~ i - - ~ r - - - _ _' ~. ~ ~~.a ..o/~ 9a.., m~ Loss dT : ~- RPLE _ nli~Gd~iI~E~~E9 iDHAiLDV~') FHBORE I ~ I eorem.Nwa. cw` mE ma[tr.'vTMwa~.l ~ESER~e ~RA~~ SHALL I ~ ~tED ~ Rtr :m,EENPLI:deE ~ ~ ~ ~ ~ reR~a,~~.ma~.ot,m,.eo•a.a.ro,~aso~.~ ~ I I - TH'~M~L~ I I I I I I I I I ~~m~Poes~.,,.eaee a ee,~ I I E~dLLn~PLE ~- - - ~ ~ - - - ~ ~ - - - -~ ~ - - -~ ~- - - ~ ~- - -~ °~om`o,.~`~:~.,,.~,"~~:~6c~~w~.ow J I 8TREET TREE- PLAN VIEW 6 HEIGHt PERIMETER FENCE ~ N LANDSCAPE SPECIFICATIONS - `• e w e e o z cn m n seas one reze a m ne w s. ~ ' H e F a~e / e eo e~/3 worse von. o e /~ e a e e ~~ oeR w N ~ f ). ~ a s 2 s men n s.. reeov terra ssr over Ue wr ace or o v a a at ue ro or n9 - snL F t a / e mate`o an ,t. yraav . a.s oreu ens q e rtn ,Pec ~ w m. oeeo,e .caw • r. on imw aP a to oia pe auwv s e•p9nt avneut.t~ma man e. o.~itma .itnai o Ter a>p oroi or tme rorvitttt/osne. I o z} rosier au R-t /.s" o.a of y Dune mven. t- o sm tod~t tea. set todxs aireniy om to Aoteai. es (use et) o it r~iocement tneo a.e am„naem mo~m,gnr at.ree mmmtw m ac p t~s .mn~o.ae o a,, a oPao m. o e o ne sa ee ,mee a ooe rz, era e s a: ma •«. e z a n (e r ) ~..a em/r a., w n w~o~o~ at ue a a ) o e Y p a/wn (zac)ISZZI•5s toa I ~ ` ' /o„, ue ~~oet Dry o~u. ea~mwv. ra t.- a . .arv ma eerca.m.a m oa } _~ep °~' / De e~oti~„aPa~ att.rt~.ma~mo~r, e e, o'~ ' ~:~ a.e~ ~,~ "r s~, ~,,, e,° e°~'a«nw~.a r t~. to s r, ~ro., e~ee ~>~ wm>eto, of a a~,~eo tw an.<e~ a ~e~,. u. e e.~s , arm, ,e:nooo .,-a.apl~aa /~hIT~M /~TFPI dI I-IRYe` a a. rre,t,,,a am, ~",ono ma~e~~ee oe oa. ~r s ~,. aatea o,ea, QTY. BOtANIGAL NAME GOnMON NAME SIZE 1 SPACING 5 ARIES GRANDIS GRAND FIR 6-8' HT. BtB/CONT. 9 AGER CAHPESTRE 'E VELYN' 'QUEEN ELIZABEIL' MAPLE I'~i" GAL., 10'-12' HT., Beg m w Il 4 AGER RUBRUM 'BCWHALL' CRAiAEUJo PHAENOPtRH'PR'NCETON L#ITRY' 'BOWHALL' nAPLE 'PRINCETON SENTRY' HAWTHORNE I'ry" GAL., 10-12' HT., B<B I x" GAL_ 10'-12' HT, BiB ~ 14 FRAXINU6 4MERICANA 'JUNGINGER' AUTUMN PJRPLE ASH I'~z" GAL., 10-12' Ht., BtB 2 PRAIJ6 GERA61FER4 KRAUIER VE611V1116 "KRAUTER VESUVIUS F'LUM I'~z" GAL., 8'-10' HT., BIB 3 tHUJA PLIGATA WESTEF1v RED CEDAR 6-B' H'., BiB/CONT. tt 21 ARCTOBTAPHYLOS UvA-URSI KINNIKINNIGK I GAL. CONC. c 2' OC. O 20 BERBERIB THUNBEFGI 'ROBE GLOW' 'ROSE GLOW' BERBERRY 2 GAL- CONT. o a• OG. 6 JUNIPERU9 BLIUAMATA 'BLUE StAR' 'BLUE STAR' JUNIPER ]GAL. GOVT. c a' OC. ~ l 20 l26 PILAUS MUGO 'F'UMILLIO' SPIREA JAPONICA 'L IMEMGUND' GRASS nIX FOR DRAINAGE POND DWARF MlKxO PINE 'LIMEMOUND' BPIREA EQUAL QUANTITIES OF EACH 2 GAL. CONT. ®a' OG. 3 GAL. CONT. ®a' OC. RATED CUtTING6RIJgER$,12"-IB" SIZES rDESGHAMPSIA GESPItOSA •tUFTED HAIRGRASS •FEBTUCA ARUNDINACEA •JUNCUB EFRISUS •TALL FESCUE •SOFT R15H •PHALARIB ARUNDINAGE4 •REED CANARY-GRASS IGUT PER HETER FENCE ~ I i r, ~u.rzwsc e.ss ems z IcK a 1 \ ]-IXIEEN EL ZAB€T11'T~LE omm op ~ s L NEI,D~ND EPI~Ed `~ =a.. 0 ~O6E G_Wl' EARBERRr [1 LQG9~ m~~s'p \ •` a ~~incEron aENrRr .+dwrug rwE SHRUB PLANTMO DETAL s duTIVIN PURPLE asu J °°1 e • t NTS RREO tDP uwv - d ~ 3 ELSE ETdR J~~R ~ ~ t~.y, I < E LlnEno~ND- ~ ll~d ~ _ , N \_ {'HE GwT PER nETE LAWN EDGE DETAIL `~ ~ i wars R FHNC ~ NTS ~ o M~I I~E _ ~\ E L nEMOIIND SIRE _ ~ ~ ~- f ', ~ Im''~ 55 GLCw e~~le~Y r-s Llllccs~ \ i ii ~ I I > aL~EStdR ~w~IPER i NORTH ~ ~ I I I I I ~ ~.lfi~4B. C 6 HEIGUT PERInETER FENCE ~ I fi0 I t I I 0 30 40' SCALE: 1 "=20'-0" 3 m Wv rc no o~ Q ao z= a `" C 3 C ~ } 2 ~,, ~~ a g C (~ a iii t-~U d 9~ a = e:~ ~am.._ ~a ~ v 3 ~ .E. z~W` J ~~ ~ E aW w w Uo ~ @~~ ~/] w i4 ~"~'°' Q sheet a L-1 ~ of 2 TR A C T C 6 NEIGwr P=ERIMETER ~EN~E 3 BOWUALLMAPLE ~ r a~aEDP ~ uEiGNr PERiriEreR EENC 3 ~auEPN EuzABEru nAPLE - - - Hl"DR05EED LAWN A~-TrP ~ rro IRS EX STING TREESLOHAtACAMV~ Cil BE PP~~~oE ~ T ~RE~ ~+EV ER+f~Eti~~TQEE~u2ti~>SiGR ~- - J z KRauTER vESJViuS PLUM 3-WESTEIa' RED CEDAR T]6 GRa55 HIK • 2' OG. S-GRAND FIR - I ~wrsnex~ wo Eoa z/~ x 1(}~i(~4} Y+ 4 RAMAGE PGND wxwu n..rs.e xxxxxnn .sx+ ~ f~` ABLE t /J`~~'3, ~yy~ ~ ~x PLANT fPACINO DETAM. N S `-3-BOUwALLM<PLE ~ ~ ~5-BCWHALLMAPLE ~3 z AunMN w~LE AEw ~ z.AUTUrn+ PURPLE A5w ~ 'm rDRDSEEO LAwa AREA-T,P -~ w _ ,~ --- - - - - LLMAPLE - _ - iT 5 6 ~_ 3.~gOWwALLMAPL=_ U z_~ ~~LE A5N B~WNAL a ~ ~- - - i ~ I I I z-'mIEEn ELizABETNIMapLG ~ ~---~ III----~ I I I L- I I z_u~rl PURP I LE a5u I I L~ - I - _J ~ - I II - J I ~ _ I II - J LANDSCAPE SPECIFICATIONS `" P z. ~~. .,.~: a~a .9,~a~ o. ~o~ .~o.~ ~a „may ~. Pa s. a >,. ~ p »/3 ~.,~ ,ova aye n .e a ..a a ' o ~ a n .K' ~ a~`°~ owvoo ' ~, ~,9~~ an ova oa~~ ov a~ ~~, o~a.~g ; ° w=~ i, , ~~~a ~o,~,. i= ,~N ~, a„ ma~,~,a~ e5 ,~~.. e.~ 9 ~, ~a.. e~w,. a~a m ,~ .~~ mom.„a ~a,e~~ m~,. ~,.,e,. o, ..~ow~.d ,"ie:° o~,i" - s. N~ o~a~G ra, «.,am~ ~ <~. ~a .,, ,~~~ ~ o ~., am. aa~ ~~a.a b ,~ rv~..5„~< ~: ~„ um~~_ nu ~.~a ~~~ ~a i"ems P a Pa o.~..~ ,~, o~ ~is~~" a a~a e~~~as R~ea~: ~ ~ a ~,.~~ ~2~ are • °"" nau ~•w a z emu Is ~x o=~ Imo ~i) or r~.< ~~~a ~=mi ~ eoM oi~+= mmi e. m r.m...e ,mmaamGir on• mam~~g a u.,.wa cm Fanillm ,m~no~. o eo m~. a~a o=m anu ,.oii e= a x,.,.,a e/e m~,~p usa)~ .aw .cs~a.a~ m.i,n a. mP e,~~ s = n.~~~~.m/o.~,n o~a~s~o„ m u< omw e~~m~ a m~ a. aw o~ e..u .o,w mni e, r=, o~m. m< m I ~ ~ ~ i n: ~.ma~,e, ~> na~m anus a.. is o.~ ~ ~ ~ / eee , s am a ~ , o s ne~,re a~a .,metes a ~a ova ~a. (~ ~~ o renm as ~w•iv<o~~.~ of one m o a rim.,. a~am~., , oaN..a a, , ~ ~ ro~ roa .e~a,~= ei u, ~,o w ~s a / maw e~ ~e Poi ~vai oo m a a~m~m. ~,m a~o~ e~~Ni, w, m. ra s ~~ 4I m .~o.a,e"~"oo,.a,a ..aua.~ ~~,e.o,ma,~mo~~.o.,oa ,.~ 9 ,9 a,.,, a o PLANT MATERIAL LIST Q~ QTY BOiANIGAL NAME COM MON NAME SIZE ~ SPACING 1 I I J I 3 0 IE ~_ _ _I I L_ _ _I I ~uum OROUNDOOVER PLANTNO DETAIL a .. =on NTf ~s~ ...~ fTREET TREE- PLAN VIEW NF IGNT PERMETER EENCE ~ • --- a auEEN EL ZAB~m-P~~LE - o-uMEMGUND EPi~A i0-'DOSE GLOL' BARBERRY ~] L~SJ t Au u-TI PURPLE ASU a-'~xiNCETON sENtRr' uaNugRIE ' ~ s LIMEMGUND' iREA ~c uE Gut PER METER ~E wAra n~,o P NE ~~ 5 ~ ~ ~ R~A ~ _ . '~ ~ ~oSE GLG~ BA ~z Locs, ~~ ~ ~ ~ - 3 'ewE STAR' ~uNiPER ~ ~ ', ~ I ~ ~ - - ~ ~ ~ - ~LIMEnawo SP~REA \ \. NORTH u ,r. °° ,~ o zo .0 50 SCALE: 1"=20'-0" E~HRUR PLANTNO DETAIL a NTS ,. LAWN EDGE DETAIL NTS ....i. Q a~o (:! Z Z CQ 3 G ~ Y ,~ I` LYi c W a 9~~ ~ a ~, ~~ c7 "-' s ~~ ~ z W Q~,E~ E a W~< U v W ~' ~ w P`.''. CJ " d .9 '-~ ~ snEec D za L-1 ~ of 2