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HomeMy WebLinkAboutW-422202MATCH LINE: SEE UTILITY PLAN - NORTH N N LU I- O II 11J W 73 O \ tit 9� �•-. �.\ �\ \ \ L /�\ \ /' // /' ii , �'� � `% J \0 0III, ka ~�� `"♦♦. \ V \\ \ \ �• �\ i. �d i' '' i' ' i/ i' � ~ �J / J it // / / /a \ \\ \ \ \ \ ♦ \\ \ \ \ ♦ \\ 6 \ \\ \% \ v " \ \ \ \ \ MANHOLE' \ M _35 MH4033 INV=32.7000O IM=38.45 S J�vv v vv v v ♦ v o RI - 2 ;� c ' `;G\\\ \\ \'\ \'\ �♦ \'\\ \� `°_ INV 9. 7 3 ��\ji /� / F=171 V. �9� EX. 8"91LF=153 \\3-0 ;, ; f I iC, MP14U0 1 ji' -7 RIM=39.41 IV=29.09' ' RIVATE SEWER LINE 01-1/2 5 wJ / 0. 6 �Sa ;�/ EX. 18"s� / --------------�--- -�W i = _ , LF 97 W S=0.39% I tr l / tatlon=2+67.52 - I- -r- ------------ -- ♦ \\ \'\ \� \ 1! WATER ESMT CROSSING REC 40 20040513001340 INV=31.31(WAT) \\ \ �`` '�\\ �•\ TOP=29.04 SS) \ \ \ • ' -- » in ♦ �� ��'�% -v �'�'1 i Id XI-\ q. dray \y i pa \ x "N ,SS OUTLOT 2 r, (1.89 AC) MH4032 r RIM=38.27 PR \ { � 6"s� PUBLIC OPOSED / LF=7 ❑2 ss SEWER 9� EASEMENT , S/ 86 4 / / `� rox o ` h sa EX. 18"0 - / / i MH4034 1 S 0.32% RIM- !QSS `. IN =29.73 0+Q0.00 \ // / / 69 E Co / / E- 1 EX. 18"0 LF S 0.32% .tea, EX. 18"OL ^ �. S=c I r 15' WATER ESMT J - cn 'j ii ` �, n 'REC NO 20080403,0.00671 On Icn j�o11 iI l / / ``% ii i I EX. 18"OLF=30310 S=0.29% 1 i __SD cn I li i / N �\ P X. 18"ELF=97 rri ii SS .00 U) i _ MH401 INV_26 Icy -<r_ _�-�/-RIM_33.24 RIM-31.89 INV=26.34 Know whars below. C2II before you dig. WATER CONSTRUCTION NOTES: ❑1 CITY TO CUT -IN TO EXISTING LINE AND INSTALL 12"X6" TEE, 6" GATE VALVE, AND 2-12" SLEEVES. 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. ❑4 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1. SEE SHEET C5.2. M 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. M EXISTING 12" WATER LINE TO BE ABANDONED OR REMOVED. SEE SHEET D1.0 FOR MORE DETAILS. INSTALL YARD HYDRANT PER DETAIL 26-M ON THIS SHEET. SEWER CONSTRUCTION NOTES: SEWER LINE TO REMAIN. CONTRACTOR TO OEXISTING VERIFY LOCATION AND DEPTH. STANDARD SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.1. SEE SHEET C5.3 FOR MORE DETAILS. SHALLOW SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.2. SEE SHEET C5.3 FOR MORE DETAILS. SEWER LINE PER CITY OF RENTON STANDARDS OINSTALL AND SPECIFICATIONS. SIZE, LENGTH, AND SLOPE AS NOTED ON PLAN. TRENCH AND BACKFILL PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION NOTES: MANHOLE T RIM=35.24 INV=27.24 INV=28.71 EX. 18"OLF=171 S=0.36% / / / / / / 2 / - O / NV=27.68(N&W) / NV=27.68(S) / 4 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. / / / / / PERMIT NOTES: 1. ON -SITE WORK AND WATER MAIN WORK TO BE COMPLETED UNDER EARLY CIVIL PERMIT C22004541. 1 BULLETIN #1 LR 8/22/22 DZ 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW - AS-BUILTS LR 4/28/23 DZ NO. REVISION BY DATE APPR RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD p,_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh�0� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 � �P` ` N�o�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 N TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM • g OAF �FG/STE 1;) � 4/28/2023 S SS�ONAL- SCOTT A. MOMMER RCE 56573 DATE: APEX 1" 50' CITY OF = LR RENTON LR ow em I M DZ a FtLL WME Planning/Building/Public Works Dept. irmrO DZ UTILITY LEGEND: EXISTING OVERHEAD POWER LINE W W W EXISTING WATER LINE W PROPOSED WATER LINE ss ss ss EXISTING SANITARY SEWER LINE ss ss ss PROPOSED SANITARY SEWER LINE EXISTING STORM LINE PROPOSED STORM LINE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING NATURAL GAS LINE EX. SANITARY SEWER MANHOLE 0PR. SANITARY SEWER MANHOLE O EXISTING STORM MANHOLE ❑ EXISTING STORM CATCH BASIN EXISTING CLEAN OUT < EXISTING CULVERT ® EXISTING WATER METER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT 0EX. IRRIGATION CONTROL VALVE EXISTING WATER VALVE H PROPOSED WATER VALVE • EXISTING MONITORING WELL 0 EXISTING GAS METER © EXISTING CABLE VAULT © EXISTING POWER VAULT © EXISTING CABLE MANHOLE EXISTING TRAFFIC CABINET ❑� EXISTING TRANSFORMER ❑ EXISTING JUNCTION BOX m EXISTING MISC VAULT EXISTING MISC MANHOLE EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING LUMINAIRE 0 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 C0.2 AND C0.3 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. W-422202 S-422201 R-422205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT UTILITY PLAN - SOUTH Dm 10/12/2022 C5.1 21 °F' 55 00 C) N LJ H H N Q J O U-1 0 CI_LI G O