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HomeMy WebLinkAboutS-402201N N I I LU I- I- 0 n LU r) LU 75 0 C•1 RIM=35.44 INV=30.57 3, -\ \ `•\ '\ � .R::\.\ .�.'±'\\ �����su\'__/ � i, it `\��{ ` \ \ \ �` • •\\ 1I WATER ESMT CROSSING / \��\ 4..� REC 0 20040513001340 INV=31.25(WAT) \ \ �\ '\� TOP=30.77(SS��j� \ \ \\,•,'sue _ _ _ - ove �� \ i ..•�i \\\ \ \ 1 ; � � i►. •�11 +I OUTLOT 2 .al 1 � 11 •.1 i 11 •.I I ,cn (1.90 AC) i 1 ii +, 6 � _ ► IV) I 1� '•jl 2. =' i .'�I ii i I II i Icf) i MATCH LINE: SEE UTILITY PLAN - NORTH M M M M r m W , / / t S=0.40% v Ac 7.52 so RIVATE SEWER LINE MH4033 INV=32.70 Cbo IM=38.45 ss / • o EX. 8"OLF=153 - - ---------- S=3.00% i I W PROPOSED PUBLIC i LF=7 2❑ SEWER EASEMENT \ 4 S 0' / \ EX. 18"OLF=53 / MH4034 1 L o " S=1.38% RIM=37.17 h• .QQ` �; / \ INV=29.73 0 LF=128/ / \, S=1.38% --�', / - S=c 15' WATER EKk REC NO 2008040�OOAO%9 y„ ii , 11 EX. 18"OLF=303 i i S , x jj i i L�:�I a�SD;rr , _j II I I I III.. II I Z ex 11 / w / l \� EX. 18"OLF=97,� / U) .I S=0.29% A � f ii SS � INV=26.00 i _„ = ,,-' Oil - I� = r- - �/ RIM_33.24 / RIM-31.89 _ INV=26.34110, /� I II I c1r) Know what's below. Call before you dig. I j, I WATER CONSTRUCTION NOTES: ❑1 CITY TO CUT -IN TO EXISTING LINE AND INSTALL 12"X6" TEE, 6" GATE VALVE, AND 2-12" SLEEVES. ❑2 INSTALL WATER LINE PER NOTED SIZE AND CITY OF RENTON STANDARDS. SEE SHEET C5.2. ❑3 INSTALL 2" RPBA IN ABOVE GROUND AND HEATED ENCLOSURE PER CITY OF RENTON STANDARD PLAN 350.2. SEE SHEET C5.2 FOR MORE DETAILS. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1. SEE SHEET C5.2. ❑5 INSTALL 1-1/2" IRRIGATION LINE DOWNSTREAM OF EXISTING DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STANDARDS. ❑6 REMOVE EXISTING 12" VALVE AND INSTALL 12" BLIND FLANGE. INSTALL 12" END CAP (MJ) ON EXISTING MAIN AND ABANDON IN PLACE. INSTALL CONCRETE BLOCKING PER CITY OF RENTON STD. PLAN - 330.2 (SEE SHEET C5.2). WORK PERFORMED BY CITY FORCES. �j EXISTING 12" WATER LINE TO BE ABANDONED OR REMOVED. SEE SHEET D1.0 FOR MORE DETAILS. SEWER CONSTRUCTION NOTES: OEXISTING SEWER LINE TO REMAIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH. OINSTALL STANDARD SEWER MANHOLE PER CITY OF RENTON STANDARD PLAN 400.1. SEE SHEET C5.3 FOR MORE DETAILS. OINSTALL SHALLOW SEWER MANHOLE PER CITY OF RENTON STANDARD PLAN 400.2. SEE SHEET C5.3 FOR MORE DETAILS. OINSTALL SEWER LINE PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. SIZE, LENGTH, AND SLOPE AS NOTED ON PLAN. TRENCH AND BACKFILL PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. MH4031 RIM=39.41 / INV=29.09' v/ / 3 01-1/2" 5 o. % EX. 18"0 LF=97 S=0.39% MH4032 / RIM=38.27 INV=28.71 ' EX. 18"OLF=171 S=0.36% /. / / / / / / MANHOLE 2 / RIM=36.57 O / INV=29.04(N&W) / INV=29.98(S) / 0 T RIM=35.24 INV=27.24 UTILITY CONSTRUCTION NOTES: 1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, FINAL RESTORATION, SHORING AND EXPOSE THE WATER MAIN FOR CITY FORCES TO REMOVE VALVES, INSTALL BLIND FLANGES, AND CUT -IN OF NEW HYDRANT TEES AND VALVES. 2. ALL EXISTING HYDRANTS TO BE REMOVED OR REPLACED SHALL BE SALVAGED TO THE CITY WATER MAINTENANCE SHOPS. / / -0- J* / / / WATER UTILITIES WERE REVIEWED AND APPROVED UNDER C22004541 PERMIT NOTES: 1. ON -SITE WORK AND WATER MAIN WORK TO BE COMPLETED UNDER EARLY CIVIL PERMIT C22004541. p,LA N A p� QF WA N 56573 GIST ER�� S NALF 1 BULLETIN # 1 LR 8/22/22 DZ 2 BULLETIN 2 LR 9/30/22 DZ � APEX stalra ill = 50' IINars arto t°af„ LR oara�l� LR ms m I DATUM DZ i Nor pat algl NO. REVISION BY DATE APPR DZ LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 9=2 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 10/12/2022 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON Planning/Building/Public Works Dept. UTILITY LEGEND: EXISTING OVERHEAD POWER LINE W W W EXISTING WATER LINE W IPROPOSED WATER LINE ss ss ss EXISTING SANITARY SEWER LINE ss ss ss PROPOSED SANITARY SEWER LINE _SD SD - EXISTING STORM LINE _SD SD - PROPOSED STORM LINE EXISTING UNDERGROUND E -E- ELECTRICAL LINE EXISTING NATURAL GAS LINE 0 EX. SANITARY SEWER MANHOLE 0 PR. SANITARY SEWER MANHOLE EXISTING STORM MANHOLE ❑ EXISTING STORM CATCH BASIN 0 EXISTING CLEAN OUT < EXISTING CULVERT ® EXISTING WATER METER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT K� EX. IRRIGATION CONTROL VALVE EXISTING WATER VALVE N PROPOSED WATER VALVE • EXISTING MONITORING WELL EXISTING GAS METER © EXISTING CABLE VAULT © EXISTING POWER VAULT 0 EXISTING CABLE MANHOLE ® EXISTING TRAFFIC CABINET ❑0 EXISTING TRANSFORMER EXISTING JUNCTION BOX 0 EXISTING MISC VAULT O EXISTING MISC MANHOLE -0- EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING LUMINAIRE c EXISTING TRAFFIC SIGNAL EXISTING GUY ANCHOR GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY STRUCTURE LOCATIONS, DEPTHS, SIZES, AND MATERIALS. 2. SEE SHEET C5.1 UTILITY PLAN - SOUTH FOR ADDITIONAL IMPROVEMENTS. 3. SEE SHEET CO.2 AND CO.3 FOR FURTHER DETAILS. 4. SEE SHEET C5.4 FOR SEWER LINE PROFILE. 5. CONTRACTOR TO VERIFY EXISTING EASEMENTS AND WATER STRUCTURES. 6. EXISTING WATER LINE EASEMENTS TO BE ADJUSTED TO MATCH PROPOSED WATER LINE IMPROVEMENTS. S-042201 R-042221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING JChavez 10/07/2022 00 O N N H H WASTEWATER UTILITY JStowell 09/28/2022 0 alas � 10/12/2022 LUHOME DEPOT � � CIVIL CONSTRUCTION PERMIT mllwlo �,, W UTILITY PLAN - SOUTH 21 0 0 � � 55