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HomeMy WebLinkAboutW-41850100 v Ln Do n N li Ln Do n N li EX SD DROP INLET \ Ex SDDRCPINET 1I RJMEV 91 ST �RgCF INLET - M21 ExsOvnuLT G�1—c 5 f% ,IIII '9rs RIM.260T INVINV. 1t19]R1']Ai 112'E) NE) 11 � lil SIS IIII 18 IIII L I 1e i,l li li III IIII l,. 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WAR'(17 NE) TNJ: 9ID11YE) INV: 1681 y r`� SrSYA0.M90,OLb LI I L— =]-- -----7 ®05°% -INV -y _ .INV zn 40 30 " e ° EXOF DROP INLET .. ` RIM.2570 IxV. 13550.NJ .. a,La,i UTILITY IMPROVEMENTS PLAN I 3T EM d•Dw MH APPRO%INVERT =23.2J RIM= SO INT= p:C8f]]d - �--� INV KW(iVpiLid L C I b°5 BLDG FFE=27.55 WAS "-M ASSUME CONNECTION ASSUMECONNECTIpJ --------a50ELOWGRADE ROSY BLDG FFE = 27.55 NOTE: REFERIENCECITYOR RENTON SURFACE WATER STANDARDCETAILSFORMIU1 INFRASTRUCNREIMPROVEMENT. CAUTION - NOTICE TO CONTRACTOR NOTE: CONTRACTOR MUST CCOROIMSTE WORK wRH UTUTV COMPANY AND CI7 PRIOR To BEGINNING WORK AND IS RESPONSIBLE FOR All MATERIALS, LABOR, REPAIRS, ETC.TD COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTINGWORK. 1, ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY NOTE. CONTRACTOR RESPONSIBLE FOR ASSGILT DRAWINGS, TESTS, REPORTSANmoRANY COMPANY AND FIELD SURFACE EVIDENCE AT THE ; OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CItt, TIME OF SURVEY AND IS TO BE CONSIDERED AN UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. ASBRLTSSHALLBESIGNEDMD APPROXIMATE LOCATION ONLY. IT IS THE CERTIFIED BYALICENSEO SURVEYOR OR ENGINEER. CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know wxersbelow. PRIVATE, WHETHER SHOWN ON THE PLANS OR C8111Mwe you all. GENERAL CONTRACTORS SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR RECONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENGIMARK, BASIS OF NOT, PRIOR TO CONSTRUCTION. REPORTANY BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS VI BEAT THE SAME DISCREPANCIES TO THE ENGINEER PRIOR TO HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. CONSTRUCTION. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY M U ST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WqM. A. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND NOTE: CONTRACTORSHAJL PROTECTALL EXISTING SURVEY MONUMENTATION.CONTRACTOR VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH SHALL HAVE LICENSED SURVEYOR REPLACE ANYDAINGED ORDISNReEO MONUMENUTIONn POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE THEIR COST. ENGINEER PRIOR TO CONSTRUCTION. NO. I I I r S 31PROP DNMH RIME25 R __INVSPVr=IIII MH1L) 1 36 246GE19% ' RINMI Q %10P a'OR MH 37 V' MhS,R 1 WV E116'FI8.11 -_- UriNM=L6A1 MVW11 B'fYBAM i INVEnr)-II.W I I sr3 srs r5 sr5 STS� INJSNSQ=17.95 I 30 5®011% _J______________ A2M216, 0.00'R r —1w Em J —�- _�� ------------------ _ . GRAPHIC SCALE 20 0 10 20 dD SO (IN FEET) 1 HER =201 REVISION BY I DATE I APPR SJMmr RCJ UTILITY PLAN SCHEDULE NOTES OI EXISTING IY WATER MAIN SECTION TO BE REMOVED O EXISTING V WATER PIPE SECTION TO BE REMOVED O3 EXISTING HER POLE TO REMAN AND BE PROTECTED THROUGHOUT CONSTRUCTION. O EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY SHOPS O PROPOSED 90'BEND IMJI W]THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS © PROPOSED UN12.OP MJXMJ4LI ME WI THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS Oi PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 3101 O8 PROPOSED IY WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS O9 EXISTING SIZE LIGHTINGN BE REMOVED AND RELOCATED. CCNTRACTORSHALL SALVAGE EXPIRE LIGHT ROLE AND FIXTURE FOR RE -USE 10 PROPOSED UNDERGROUND ELECTRICAL LINE CONTRACTOR TO INSTALL NEW LINE FROM EXISTING LIGHT ROLE TO PROPOSED PROPOSED LIGHT ROLE LOCATION II EXISTING 17 GATE VALVE 12 EXISTING IS' UTILITY EASEMENT (RED N0. 9I040114461 13 PROPOSED IS UTILITY EASEMENT. BY SEPARATE DOCUMENT d POLY PIG STATION PER CITYOF RENTON STANDARD PLAN 301ZREK: BY CITYFORCES IS EXISTING 15 UTILITY EASEMENT TO BE VACATED 18 EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION P EXISTING STORM INLET TO EDWN AND BE PROTECTED THROUGHOUT CONSTRUCTION 18 EXISTING STORM VAULT TO BE REMOVED 19 EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 20 EXISTING WATER MANHOLE AND VALVE TO BE REMOVED. 21 EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION R2 EXISTING WATER VALVE TO BE REMOVED 03 CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5WITH 1- 1YSLEEVENAB O EXISTING STORM SEWER TO BE REMOVED O PROPOSED IV STORM SERVER ROOF DNAIN ]fi PROPOSED LOCATION OF RELOCATED SIZE LIGHT ROLE AND FIXTURE. CONTRACTOR TO INSTALL NEW LIGHT ROLE BASE, 41 EXISTING FOUNDATION DRAIN TO BE REMOVED ]3 PROPOSEDI2'GATEVALVE(MNNINWITI1212'SLEEVES(MJ'(MJf,WTIJ CIttFORCES 29 CONNECTPRWMEDFWNDAPONDMINMDROOFDRMN NMPROPWEDIV STORM DRAIN O PROPOSED IV STORM SEWER CLEANOIR 31 PROPOSED BYE INDENT A ME CONNECTION TO EXISTING STORM SEWER O PROPOSED V STORM SEWER ROOF DRAIN PIPE O PROPOSED IniV INSERL0.TEE CONNECTION TO EXISTING STORM SEWER O CAP AND PLUG EXISTING I STORM SEWER ® EXISTING STORM SEWER TO BE ABANDONED IN RACE PROPOSED IV 01A. RCP STORM SEWER LINE 9T PROPOSED a' DIA STORM MANHOLE O EXISTING 17 WATER MAIN TO REMAIN ® PROPOSED I' CIA, PVC FOUNDATION GRAIN d0 TIE INTO EXISTING 4' FOUNDATION DRAIN d1 PROPOSED IV PVC STORM SEWER RIDGE DRAIN LINE 42 PROPOSED I GAM VALVE(MJXMUH WITH 212' SLEEVES(MMID, CUT IN: BY CI1YFORCES I. ALL WATER FITTINGS AND VALVES WITH MECHANICAL MINT(M) ENDS SHAll HAW WEDGE TYPE RETAINER GLAND EQUAL TO REGALED SERIES 11ON, 2, CONCRETE THRUST BLOCKS ME REWIRED ON ALL WATER III PER CDR STD. PLANS AN 2 AND AM KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDING TO REMAIN ° EXISTING BOLLARD TO REM1WN X X EXISTING FENCE TO REMAIN EXISTING CURB A GUTTER TO REMAIN EXISTING WOW INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SIRE LIGHTING TO REMAIN oil] EXISTING SIRE LIGHTING TO BE RELOCATED 0 EXISTING STORM SEWER MANHOLE TO REMAN YY WSING RK HYDRANT TO BE RELOCATED PROPOSED RK HYDRANT OR EXISTING IRRIGATION VALVE TO REMAIN w PROPOSEDWATERVALVE QI �I PROPOSEDWATERBEND EXISTING CONCRETE PAVEMENT 0 EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT -� PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W COSTING WATER LINE TO REMAN — —W— COSTING WATER LINE TO BE REMOVED PROPOSEDWATERLINE W — —SS— COSTING SANITARY SEWER PROPOSED SANITARY SEWER III — —STD— PROPOSED STORM SEWER TO REMAIN �GTSI PREI STORM SEWER TO BE REMOVED gTg PROPOSED GROW SEWER — —G— COSTING GAS LINE 3. WHERE NEW WATER MAIN CRWSESANONPOTABLEPIPE, ONE FULL LENGTH OF R-418511 WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MWMUM JOINT OF EP""°D" S-418501 a d. WATER CTUPERE DPECIFI IATIONF FOR OF USED, OF PIPE M1MNUFACNREHS SPECIFICATION FOR SIZE OF PIPE USED. AS NOTED "Nor'o loan CITY OF %R RENTON DATUM Plonning/Building/Public Works Dept. W-418501 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING '� WATER UTILITY X W Scott Warlick 8/30/2021 IFitzJames 09/27/2021 O d _U d WALMART #2516 07/29/2021 EE WALMART SUPERCENTER PICKUP EXPANSION MINE,`BOOK Q CONSTRUCTION DOCUMENTS mADE 2 UTILITY PLAN C6 J 11 p17 �j