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Home My WebLink AboutS-401201N T 0 i W z LU 0 rQ V J_ rr LU G 10 5 0 10 20 SCALE IN FEET KEY NOTES: DETAIL/ KEY NOTE: SHEET 0 PROTECT EX GREASE INTERCEPTOR, MUST REMAIN IN - SERVICE DURING CONSTRUCTION OTRANSFORMER LOCATION, COORDINATE WITH PSE - ADJUST EX JBOX TO FINISHED GRADE. VAULT COVERS SHALL WITH DOWNTOWN COR STD OCOMPLY STREETSCAPE STANDARDS. SEE PLAN 102.1 VAULT COVER NOTES ON SHEET C09. EX JUNCTION BOX AND OPROTECT ADJUST TO FINISHED GRADE - UG ELECTRICAL SERVICE TO OTRANSFORMER. ROUTING IS APPROXIMATE- SEE PSE DRAWING #101113708 EX 1 1/2" WATER SERVICE HAS O6 BEEN INACTIVE FOR SEVERAL YEARS PER COR (ACCOUNT NO - 000743-000). ABANDON EX SERVICE AND SALVAGE METER TO COR 07 EX PSE VAULT TO REMAIN - LIGHTING JUNCTION BOX OSTREET 8 AND CONDUIT (TYP) E1.0-E4.0 OREMOVE CLEANOUT AND CAP EX SSS AT BACK OF CURB - STA 2+12.89, REPLACE EX SIDE SEWER FROM CLEANOUT TO BUILDING AND ANY PORTION THAT IS NOT 6" DIA PVC. SS1/C14 10 CONTRACTOR TO POTHOLE EX SSS (COR STD AND NOTIFY ENGINEER IF 2.00% PLAN 403.1) SLOPE FROM BUILDING PLUMBING CONNECTION CANNOT BE MAINTAINED 6" IE ±37.50 AT BUILDING 11 RETIRE EX GAS SERVICE AT MAIN, COORDINATE W/ PSE - REMOVE EX FIRE SERVICE VAULT AND INTERIOR PIPING INC. 1" 12 DOMESTIC SERVICE. RETURN 1" - METER TO CITY WA2/C 12 13 FIRE HYDRANT ASSEMBLY (COR STD PLAN 310.1) ADJUST EX JBOX TO FINISHED 14 GRADE 15 REMOVE EX CLEANOUT - 3" DOMESTIC SERVICE CONNECTION. REQUIRED DCVA WA1/C12, LOCATED INSIDE BUILDING. WA3/C12 16 POTHOLE EX GAS MAIN PRIOR TO (COR STD TRENCHING FOR WATER SERVICE PLAN 300.1, AND NOTIFY ENGINEER IF THERE IS 320.4) A CONFLICT WITH METER VAULT A5 17 6" FIRE SERVICE CONNECTION. STD (C STD DDCVA LOCATED INSIDE BUILDING PLAN STANDPIPE FIRE DEPARTMENT 18 CONNECTION. 3.0' CLEAR (MIN) - REQUIRED IN ALL DIRECTIONS WA5/C 13 19 FIRE LINE POST INDICATOR VALVE (COR STD PLAN 360.5) LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT 1 2" IRRIGATION SERVICE TO BE INSTALLED BY CITY FORCES. CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND EXPOSE THE 20 WATER MAIN AND ALSO DIG THE TRENCH FOR THE NEW SERVICE WA7/C18 (COR STD LINE FROM THE MAIN TO THE PLAN 320.2) METER. DCVA TO BE LOCATED IN WATER/FIRE ROOM. IRRIGATION SERVICES WILL IRRIGATE PRIVATE PROPERTY AND STREET TREES 21 EX STREET LIGHT TO BE REMOVED EC1.0-EC4.0 AND REPLACED 22 PROTECT EX WATER SERVICE - 23 STA 2+34.71 NEW GAS SERVICE AND METER, - COORDINATE WITH PSE SS2/C14, STA 1+28.18 24 NEW 6" SSS @ 2.00% MIN SLOPE, STD (COR STD W/ NEW CONNECTION TO MAIN PLAN 6" IE ±37.50 AT BUILDING 406.0 0 NEW SSCO #1 STD (COR STD RIM TO FINISHED GRADE PLAN 26 STREET LIGHTING CONDUIT (TYP) E1.0 - E4.0 27 NEW SSCO #2 STD STD (COR RIM TO FINISHED GRADE PLAN 28 ±25 LF 6" DI PIPE - STA 2+20.40, 9.45' LT WA1/C12, 29 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) WA4/C13 (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, ±25 LF 6" DI PIPE TO HYDRANT 330.2) STA 2+26.82, 9.45' LT WA1/C12, 12" X 4" TAPPING TEE (MJxFL) WA4/C13 30 4" TAPPING VALVE (FLxMJ) (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, +27 LF DI PIPE TO METER 330.2) STA 2+30.29, 9.45' LT WA1/C12, 31 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) WA4/C13 (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, ±40 LF 6" DI PIPE TO PIV 330.2) PLUG EX 6" VALVE WITH 6" PLUG 32 (MJ) BY CITY FORCES. CONTRACTOR TO EXCAVATE AND - RESTORE ROADWAY. CAP EX 6" SERVICE DOWNSTREAM OF VALVE 22.5 OR 45 DEG BEND W/ CONIC WA4/C13 BLOCKING PER COR STD PLAN WA6/C13 33 330.2. BEND LOCATION AND ANGLE (COR STD TO BE FIELD DETERMINED IN PLAN 330.2, ORDER TO ACHIEVE CLEARANCE 330.3) FROM EX UTILITIES 22.5 OR 45 DEG BEND W/ CONIC WA4/C13 BLOCKING PER COR STD PLAN WA6/C13 34 330.3. BEND LOCATION AND ANGLE (COR STD TO BE FIELD DETERMINED IN PLAN 330.2, ORDER TO ACHIEVE CLEARANCE 330.3) FROM EX UTILITIES ELECTRICAL DUCT BANK (NOT 35 SURVEYED- LOCATION IS - APPROXIMATE) CENTURYLINK DUCT BANK (NOT 36 SURVEYED- LOCATION IS - APPROXIMATE) CONIC THRUST BLOCK FOR 4", 90 37 DEG BEND DOMESTIC METER BYPASS POST 38 INDICATOR VALVE UTILITY AND RESTORATION NOTES: WATER METER VAULT 1. PAVEMENT RESTORATION SHALL MEET THE CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY STANDARDS. 2. UNDERGROUNDING OF ALL UTILITIES IS APPLICABLE. 3. MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING IS 12 ` ' LANDSCAPE INCHES. CROSSINGS LESS THAN 12 INCHES REQUIRE ETHAFOAM BLOCKING. 4. CONTRACTOR TO POTHOLE EX GAS MAINS AT LOCATION OF PROPOSED UTILITY CROSSING # STORM DRAIN, SIDE SEWER AND WATER SERVICE CROSSINGS AND SEE TABLE THIS SHEET REPORT TO ENGINEER IF CROSSINGS AS SHOWN ARE NOT FEASIBLE. BASE MAP/TOPOGRAPHY PROVIDED BY Gqe OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE Suite Seattle, WAA 98115 o�NoFW \� f'ga ne C9 �Ison Ti - belei FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & P: 206.523.0024 F: 206.523.1012 www.dcgengr.com e: Q:� �0� RFoiaT6�0 8 �`SS/ONAL ' CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 NO. REVISION BY DATE CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS -BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL TEXT AND DENOTING THE AS -BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS. AS -BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING THE AS -BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS -BUILT DATA PROVIDED TO DCG. SURVEYED: SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DESIGNED: CT DRAWN: RB/CT ONE INCH CHECKED: TG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY P P R APPROVED: TG CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36. I.E. 8"PVC(S)=36. 30LID LID =39.43 r'PVC(N)=35.8 r'PVC(S)=35.8 3"PVC(W)=35.18 IH, TOP=39.34 S"PVC(E)=35.2 3"PVC(S)=35.1 3"PVC(N)=35.1 OR TOP=39.89 _L OF WATER, ES NOT VISIBLE R. CHNL.(N-S)=35.4 {, TOP=38.84 . 8"CONC(W)=37.3 1, TOP=39.36 CONC(E)=37.4 PVC(W)=36.9 >."CONC(S)=35.3 2"CONC(N)=35.1 11-1FU 1 LU I IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) Aomttk C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION %R1waoR E N TO N 104 BURNETT AVE S, RENTON, WA 98057 Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN 1 /8/20 PAGE: DRAWING NO: C06 SHEET: 6 OF: 34 CU z LU 0 Q 0 J_ LU G