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HomeMy WebLinkAboutR-412216E �CORPORATION STOP NVELLER 5-20015 (MET) Be FORD FB KXF WRIER SERVICE ROMAC 101-5 PIPE WRITE ENEFUN PLASTID STAINLESS DESs PIPE STIFFENER INSERTED TED 72 STRAP SADDLE STIFFENER INSEgTD IN (IPn OR EQUAL I ENO OF PIFE COMPRESSION PACK MXNT. FORD C16-44 D l) PACK LOOP COUPLING CUSS ROD OR MUELLER H-154M CUM 52 T DUCTILE INCH 'IC WATER MAN PLAN CgiPIXUTON STOP �COUPLESSIOV PACK JCINi PACK O WATER SERVICE 10I STIFFENER INSERT ROMAC 101-5 C STAINLESS STEEL y WATER MAIN STRAP SADDLE (IPT) OR EQUAL ELEVATION NOTES 1. SERVICE LINE FITTINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING TO CG00. 2. MUNICIPAL SERVICE PIPE IRON PIPE ME ID. ASTM 0-2239, FIER ), FE 3408 (HI-MOL PLASTIC) WISH 16 GAUGE TRACER WRE, OWATER SERVICE CONNECTION ry ONE INCH "@4 FN•F X MAY 17MAN N a SE 02 EVIL M:\BOGS GREEK w ES _ I DWG. NO. I W-1 rj j!,1 WATER SERVICE CONNECTION - 1W 6.5 ITT - PIT i $M�RADE GSA CgIPALNX ' MIMIS CRUSHED ROCK B'-1 VY NATIVE ATER APPROVED BY DISTRICT PIT RUN S' MINUS AND RIGHT-Cf-WAY WX COMPACTION CRUSHED FORK AGENCY coxsmucn)xlAz' EPRESrTAHw 1Y IIMIN, 9SX COMPACTION O IS COMCL FOR MY APPROVALEGEND @ LCMPACTM REST XEace[O U BRAWL 5/0� MINUS CRUSHED 6' MIN. CI 1 1 1maK OR SOILS ENSNEESIMI WX COMPACTION I STING MAREMAL DETAIL MCI ( ) USTED A6OK NOTES: 1, BEDDINO-IN Il OF WAY. DRIVEWAY PARKING LOTS, PAVED AREAS. AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY TIE DISTRICT AND RIGHT-OF-WAY AGENCY CCNSTRUCTON REPRESENTATW. 3. WENCH BACKRLL, BEDDING AND MATERIAL TO CONFORM TO RIGHT-OF-WAY AGENCY YECIFICATCNS AND DISTRICT STANDARDS ASOMINNAL POPE DIAMETER 12 (IN Np ) TYPICAL TRENCH DETAIL 0 TYPICAL TRENCH DETAIL %C6.5 NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com C RESAM PACK NONE— µT6T BE CAPABLE OF REMOVING SAP M P ARGUE MP WTH NO ADDITIONAL FIEFROM 1" Ell PLASTIC PIPE, CL 200 SINGLE SERVICE ARGUE STUFF R H-1ARSB Hams MAE NOTMRSTRICTBACKNLL UNTIL ALL BRASS FIEF NMS HAVE BEEN INSSECTED BY THE 2 HA�WES STREET UGHTS AND ELECTRICALAMID41D SMALL 5 MET FROM RBE AILMINIMUM ON FEET THROW OCHER WATER MEttRS, DER FIRE HA MTS AND MONDAY ASSEMBLIES A 40M BOX DETAILS BE SUP^Nm 6'B EVELOPER OR CWTVll RAMOR AND SBE FETE STAND TYPICAL SERVICE DETAIL TYPICAL SERVICE DETAIL fi.s NTS ( B Ill TOPSOIL 616C, PER T BEHOLDSFMIN.9M NATIVERMATERIAL IF wED BYDISTRCT AND PERMIrnNG AGENCY 12' MIN. ILMINUS CRUSHED ROCK 5/ill 1/2- PIT RUN WHIM C9ISHED RAIN 5/B•_I NASA ME ccWME1M Mm REOURED RI 5/B' MINUS CM1CA U91F➢ 6' 41X. 1 I z aFO'- ROCK M SOME ENCNEERIHl Dta CMPACMN I OFFER MAMMAL DETAIL MGM ) I LATE) ABOW NOTES: 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS. PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. WENCH BACKRLL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. MAE DAMETER 12 TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) METER NEW 1' T-M^U PLASTIC PIPE CL 2W i0 WRIER MAIN R_______ __�_ _ N HOUSE �E7 _3 EXISTING SEANCE PIPE TO BE J L-----U �EXISTIN0 SERVICE REMOVED (MIN. 2' OU1510E NEW METER BOX) AT ER TRANSFER OF SERVICE PROVIDE NEW METR BOX (SEE NOTE 2) PLAN VIEW IT MIN. - 2" MI FROM HOME VANIV INS, r^ FRONT WALL OF METER BON GLE STOP` (TWIWL FOR ALL SERVICES) 3/4' A 1' SERVICES (Taal Cq/PRESSICN PACK WINT ADAPTER. MUTT BE CAPABLE OF RECEIVING VAN OR 1- ANGLE STOMP WITH NO ADDITIONAL FITTINGS j FOR STANDARD 5/111 METER 1 USE S/4' ARGUE STOP W/LOCK I HI -Al PLASTIC APE, a. 20G WAG, FORD NO. KLA S-S42W OR EXISTING SERVICE 4 FITTXCS BIER X 14259 SERIES. FOR 1' METER. ME 1' µDI[ 5TW W/LOIX WMG FORD NO. KV63-442W OR MUELLER H-14259 SINGLE SERVICE NOTES, L BRING NEW WATER SMNCE INTO METER BOX AW INSTALL NEW ANGLE STOP. ETC. TO MATCH SRTICAL AND HORIZONTPL ALIGNMENT WITH EXISTED RTTNGS FOR METER RECONMECTM. 2. DO NOT BACKFlLL UNTIL ALL BRA55 FITTING$ HAVE BEEN INSPECTED BY THE DISTRICT. 3. WATER RICAN OOKES WALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, NµM0E5, STREET LIGHTS AND ELECTRICAL SEANCES AND STALL SE A MINIMUM OF S FEET FROM OFFER WATER METERS, YRNCES, FIRE HYDRANTS AND BLOWOFF ASBMBUES. 4 NEAR AND BOX WALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR 0 SHALL BE PSTANDARD DETNLS W-q AND IT INSTALLATION DETAIL FOR NEW (/ 11 SERVICE TRANSFER TO EXISTING METER NEW SERVICE TRANSFER TO EX. METER TL EFT LK 1 STAKTH LOSTROUSHO AT FLAT AS REMOVED AM EVENT 1, ARE Mi I A US - 6 Di MITI FLAVOR ESEPART RUNS ASEAN ONE TRUST MAT OF STEEL TAR P�VA�W PAT A �c ENAMEL, MEAN FREE OR APPROVED El TAS RAMS), AUSTRIA AWAY WAS WASH f1MAHE RAD FIRE HYDRANT PLAN VI SET FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY VERTICAL CURB EQUAL DISi. INLET � OUhET EQUAL DIAM NO ESE 1. THE µGUESICPS MUST BE SEXUAL DISTANCE MW MINE LONGFUNI SIDES OR MINE METER BOX. ME TOP OF TIE AMIUMPOPS MUST BE S" BELOW ME SOMigA OF THE METIER BOX LID. THE ANOLESCP5 MUST BE BETWEEN 1" AND tMGM SHE LATTIDINAL END OF TEE METER BOX AND MUST BE YM71CAL (Or TO GROUND IEWL. 2. ME µC EBiOP CONNECTION ON ME CUSTOMER'S SIDE OF THE METER MUST REMAIN IN A VERTICAL PONEMN AFTER THE CONNECTION TO THE CUSTOMER'S LINE HAS BEEN mwLErtD. S ME METER BOX MUST REMAIN FREE OF MASON NATIONAL SUGI AS CONCRETE t ITS BY-%tODUCTS 4 METER BOX SUPPLIED BY DEVELCAER/LL CONTRACTOR. METER BOX SHAPE, BE PER STANDARD OETAIIS W-O AND W-1B. METER INSTALLATION METER INSTALLATION IS SOOS CREEK WATER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOBS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS *DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVLOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDIDON TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUCET SOUND ENERGY HAS EITHER PROVIDE A WORK SKETCH OF INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVLOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. R-412216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O © TYPICAL TRENCH DRAIN (OUTSIDE ROAD) FIRE HYDRANT ASSEMBLY MSippO 06/03/2020 C6.5 NTS C6.5 NTS M- Ap ,Y I IIASy Gs H m NE LA FORTUNA PH III °""02/ qF" °or 1'-20' ism LA CITY OF 1�210 17324127TH STREET RENTON, WA ` f CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 5 22 2 m MB RENTON SEEN CIVIL CONSTRUCTION PERMIT RESUBMITTAL 2 5 13 2 DY \ LI V V ` 36PENE 183 DA7UM SODS CREEK WATER DETAILS -R / '2 c)sTT.eo CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 07 2 CKm: PA I� Planning/Building/Public Works Dept. C WE WH Ae '` NO. REVISION BY DATE APPR D SAMERIF CDNHNDLY (FOR REFERENCE ONLY) SIT F 16 r+ L AM AN 2