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HomeMy WebLinkAboutD-382416v N co coN N d W In m \/ 21+00 I, 1 •" 1 21 S FORM DRAIN UNDER CW Ka��liG4 /. ' IVL�1 —wLFr 1 RIM -224,48 222.31(2"PVr ,) IE- 22233(6"PVC N) BOT=22208 �21 .;, �. ;r s PARCEL" 722140-0395 BENCHMARK 'M" SET c IMI51\_I D rr OIv _aoU FHWESI CORNER h OE WAFFR VAULT AND NORIH A'iT CORNIR OF RI INION AVES AND BEACON WAY 5 a"y ,E Av' PARCEL 722140-0122 `s s , w A,sE c; PARCEL 722140-0115 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' NEW WATER LINE SEE DWG W-8 — 4' v EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PARCEL. 722140-0120 PROTECT AND PROVIDE TEMPORARY SUPPORT DURING 722140 01OU FOUND " AI NMIINUM DISK- _ Wl f I LIIMf' DOWN I !IU IN - M(NUIM f N I IN CAST O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. x 177966-0 J7 LFFil\ O3 fN: � i N THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS N 1 '`SD 24+50 DIRECTED BY ENGINEER. X1;3 `kY,a3 \/ 21+00 I, 1 •" 1 21 S FORM DRAIN UNDER CW Ka��liG4 /. ' IVL�1 —wLFr 1 RIM -224,48 222.31(2"PVr ,) IE- 22233(6"PVC N) BOT=22208 �21 .;, �. ;r s PARCEL" 722140-0395 BENCHMARK 'M" SET c IMI51\_I D rr OIv _aoU FHWESI CORNER h OE WAFFR VAULT AND NORIH A'iT CORNIR OF RI INION AVES AND BEACON WAY 5 a"y ,E Av' PARCEL 722140-0122 `s s , w A,sE c; PARCEL 722140-0115 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' NEW WATER LINE SEE DWG W-8 — 4' 1- V AT- 2Ev + 5 PARCEL EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PARCEL. 722140-0120 PROTECT AND PROVIDE TEMPORARY SUPPORT DURING 722140 01OU CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O3 _, i N THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS N 1 '`SD 24+50 DIRECTED BY ENGINEER. ® cl - W W— -153— W W_.—._.• LLI (5)REMOVE AND REPLACE APPROXIMATELY 194 LF CEMENT ,.� CONCRETE CURB AND GUTTER AS NEEDED FOR SO INSTALLATION. SAWCUT TO LIMIT REPLACEMENT AREA. © ,fiiE. V DK IN Z AVOID CONFLICT WITH EXISTING GAS. LOCATION TO BE APPROVED BY ENGINEER. O WATER LINE OWNED BY SEATTLE PUBLIC UTILITIES (SPU). A SPU REPRESENTATIVE MUST BE ON—SITE AT ALL TIMES WHEN ACTIVELY WORKING NEAR SPU WATER LINES. SEE NOTE 28 ON DWG G5. I I .,, AN, A`;E 5 PARCEL: 722140-0430 I GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 6. FOR CLARITY, 5 -FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1 -FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY DRAWINGS (V1 -V20 DRAWINGS). 7. TRENCH DRAIN SHALL BE ABT POLYDRAIN PDX 15" WIDTH OR EQUIVALENT. CONSTRUCTION NOTES RENTON AVE S TO STA 22+84.47 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F'� °F rrasgrm�4 A. 4 Louis Berger 1 D, SICw /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 INHIJTE ,wn_ JTE BID SET MSG 05/05/2017 MSG RF= �MBW N0. REVISION BY DATE APPR 11PICEED MSG RENTON AVE S STA 22+84.47 TO STA 24+84.47 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' S�LEAS NOTED °R`°"T 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOON PAGE INC NO PLAN AND PROFILE, RENTON AVE S, SHEET 1 OF 2 0� SW 1 0 SHEET: OF 43 89 S W P 3 8 2 4 O1 EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O3 REPLACE EXISTING INLET WITH NEW TYPE 1 CB. VERIFY THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS DIRECTED BY ENGINEER. ® EXISTING GAS AND TEL TO BE RELOCATED BY OTHERS. (5)REMOVE AND REPLACE APPROXIMATELY 194 LF CEMENT CONCRETE CURB AND GUTTER AS NEEDED FOR SO INSTALLATION. SAWCUT TO LIMIT REPLACEMENT AREA. © FIELD LOCATE CB IN FLOW LINE OF DITCH FROM SE AND AVOID CONFLICT WITH EXISTING GAS. LOCATION TO BE APPROVED BY ENGINEER. O WATER LINE OWNED BY SEATTLE PUBLIC UTILITIES (SPU). A SPU REPRESENTATIVE MUST BE ON—SITE AT ALL TIMES WHEN ACTIVELY WORKING NEAR SPU WATER LINES. SEE NOTE 28 ON DWG G5. RENTON AVE S TO STA 22+84.47 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F'� °F rrasgrm�4 A. 4 Louis Berger 1 D, SICw /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 INHIJTE ,wn_ JTE BID SET MSG 05/05/2017 MSG RF= �MBW N0. REVISION BY DATE APPR 11PICEED MSG RENTON AVE S STA 22+84.47 TO STA 24+84.47 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' S�LEAS NOTED °R`°"T 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOON PAGE INC NO PLAN AND PROFILE, RENTON AVE S, SHEET 1 OF 2 0� SW 1 0 SHEET: OF 43 89 S W P 3 8 2 4