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HomeMy WebLinkAboutD-382412LU N In m /°rM1 Je. PARCEL: 329470-0381 CIE IT IM 37",43 IF =.P0.0 3(61 AI)5 E) If =369.93(12 CLAY W;) 301 =369.43 m I I IJ IN -373.31 (OC 357 91 (EP4CN&S) SIMILE E & W) F, CFS A » "5:20 PARCEL 329470-0441 Q Vt 11 SEE DWG W-16 OF TYPE I I RIM =,37 .00 11:---366.20(8"GONG NE) IE=360.00(8" CON W) PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' KEY PLAN PROFILE S 9TH STREET STA 6+84.98 TO END HORZ SCALE: 1"=20' S. VERT SCALE: 1"=5' Grp, VER rras r��4 E "R.oTI CITY ;. E8 AS NOTED °`"°°1983/1991 s® loll 1 OF . • DESIGNED JTE ML R •�-Y!�TIT �TI PWS 4 - Louis Berger RPW91. JTE "HE INCH �{/r L1V 1W1 \ 101 .r S,rERwq �w BID SET MSG 05/05/2017 MSG HEEHEDmewSSEFFAT F 'LL�• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR 11Pre SCALE xCORDINsIFr P 7T /D5/17 PMSG 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 REQUESTED 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. CONSTRUCTION NOTES O1 DEPTH OF EXISTING WATER UNKNOWN. SEE STORM WATER NOTE 5 ON G2. (2)PLUG PIPE AT UPSTREAM END. KEEP THE REST OF THE PIPE IN SERVICE. OEXISTING STORM LATERAL TO REMAIN. ®EXISTING GAS LINE TO BE RELOCATED BY PSE. (5)CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. ©EXISTING CLAY PIPE IS COLLAPSED. REMOVE APPROX 5 LF PIPE. PLUG AND ABANDON EXPOSED PIPE ENDS. O7 POTHOLE SEWER. FIELD ADJUST LOCATION IF REQUIRED BY ENGINEER TO PROVIDE MORE HORIZONTAL CLEARANCE FROM EXISTING SEWER. ®PIPE TO BE CONSTRUCTED AFTER NEW WATER ON JONES AVE S IS ACTIVE. CUT AND CAP EXISTING WATER LINE. O9 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. 10 REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING 8" PIPE TO EAST. PLUG PIPE TO WEST. 11 REMOVE AND REPLACE CATCH BASIN. PLUG AND ABANDON PIPE TO WEST. CONNECT TO OTHER INFLOW PIPES. 12 SDCB5 IS A CONCRETE INLET. PROVIDE KNOCKOUT FOR FUTURE 6" CONNECTION FROM NORTH. IE OF KNOCKOUT 379.1. 13 SEE GENERAL NOTE 10 ON DWG G2. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOOF DRCYSNG NO PLAN AND PROFILE, S 9TH ST, SHEET 3 OF 3 SW6 SHEET: OF 3989 S W P 3 8 2 4 r n-�=-se0,84(12"CONC E) 1 E, N) N) IE=360.64(12"CONC N) • Ivor•=359.84 _... _- CB TYPE I RIM -,36_3 49 IE 361 49(8`1ONC s) • If i61 49(4"CONC E) IE=361.39(6"CONC N) IE-J61,29(12'CONC E) • I IF- 361.19(12"CONC W) • IRAF 361099 14,20 'S PARCEL j59.15 329470-03 3 LID NC N IE A N) SE) N ,� IT 1 p L . /°rM1 Je. PARCEL: 329470-0381 CIE IT IM 37",43 IF =.P0.0 3(61 AI)5 E) If =369.93(12 CLAY W;) 301 =369.43 m I I IJ IN -373.31 (OC 357 91 (EP4CN&S) SIMILE E & W) F, CFS A » "5:20 PARCEL 329470-0441 Q Vt 11 SEE DWG W-16 OF TYPE I I RIM =,37 .00 11:---366.20(8"GONG NE) IE=360.00(8" CON W) PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' KEY PLAN PROFILE S 9TH STREET STA 6+84.98 TO END HORZ SCALE: 1"=20' S. VERT SCALE: 1"=5' Grp, VER rras r��4 E "R.oTI CITY ;. E8 AS NOTED °`"°°1983/1991 s® loll 1 OF . • DESIGNED JTE ML R •�-Y!�TIT �TI PWS 4 - Louis Berger RPW91. JTE "HE INCH �{/r L1V 1W1 \ 101 .r S,rERwq �w BID SET MSG 05/05/2017 MSG HEEHEDmewSSEFFAT F 'LL�• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR 11Pre SCALE xCORDINsIFr P 7T /D5/17 PMSG 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 REQUESTED 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. CONSTRUCTION NOTES O1 DEPTH OF EXISTING WATER UNKNOWN. SEE STORM WATER NOTE 5 ON G2. (2)PLUG PIPE AT UPSTREAM END. KEEP THE REST OF THE PIPE IN SERVICE. OEXISTING STORM LATERAL TO REMAIN. ®EXISTING GAS LINE TO BE RELOCATED BY PSE. (5)CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. ©EXISTING CLAY PIPE IS COLLAPSED. REMOVE APPROX 5 LF PIPE. PLUG AND ABANDON EXPOSED PIPE ENDS. O7 POTHOLE SEWER. FIELD ADJUST LOCATION IF REQUIRED BY ENGINEER TO PROVIDE MORE HORIZONTAL CLEARANCE FROM EXISTING SEWER. ®PIPE TO BE CONSTRUCTED AFTER NEW WATER ON JONES AVE S IS ACTIVE. CUT AND CAP EXISTING WATER LINE. O9 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. 10 REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING 8" PIPE TO EAST. PLUG PIPE TO WEST. 11 REMOVE AND REPLACE CATCH BASIN. PLUG AND ABANDON PIPE TO WEST. CONNECT TO OTHER INFLOW PIPES. 12 SDCB5 IS A CONCRETE INLET. PROVIDE KNOCKOUT FOR FUTURE 6" CONNECTION FROM NORTH. IE OF KNOCKOUT 379.1. 13 SEE GENERAL NOTE 10 ON DWG G2. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOOF DRCYSNG NO PLAN AND PROFILE, S 9TH ST, SHEET 3 OF 3 SW6 SHEET: OF 3989 S W P 3 8 2 4