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HomeMy WebLinkAboutTED4003426.340 Iz U 0 0 s C) �J U i O z CD �J `L 0 IZ 14.1 LF 12" CPEP S=6.74% — SECT.18 T.23N. R.5E. W.M. C� 0 W 07 0 LC? Q (f) W W O7 0 LO Q U7 0 Ln Q 07 0 CD W W U) 0 Ln Q CIO W z z U <t 75 CON ST U CTI ON NOTES: OREPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATER METER AND METER BOX REPLACE EXISTING WATER O METER AND METER BOX (BY CITY) INSTALL TRAFFIC RATED COVER ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION OCONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION OABANDON AND FILL EXISTING STORM DRAIN PIPE OPROTECT GAS LINE (COORDINATE WITH PSE) COORDINATE WITH PSE TO 10 RELOCATE OR PROTECT EXISTING UTILITY POLE 11 CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) 20 SEE DWG SD04-SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE 25 ADJUST MANHOLE Q27 CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TO EXISTING STORM DRAIN STRUCTURE 32 ABANDON STORM DRAIN MANHOLE D35 WARNING -UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. 36 REMOVE EXISTING CATCH BASIN* 3� REMOVE EXISTING STORM DRAIN PIPE* O38 REMOVE ABANDONED SANITARY SEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TO INTERCEPT EXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIRE HYDRANT *UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION". R=342634 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S j RECORDS ROSEWATER PRFILE 20 0 20 40 CLIENTS PEOPLE PERFORMANCE SCALE: H: 1" = 20' V: 1 "=10' SCALE I N FEET 1201� T�I�( VLNUE, so_T 5G' SEAIII_t, V S P��T11098 1 �'3,S SURVEYED: RAINIER AVE S (SR 167) DMJM RABBIS AECOM APPROVED FOR CONSTRUCTION DESIGNED:K. sMm-I SCALE: 1" _ 20' HORIZONTAL: NAD D11988 9 3/1991 IMPROVEMENTS PROJECT G FIELDBOOK: POM I • CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 DRAWN. R. EDR/WN eR RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: BELLEVUE, WASHINGTON 98004 DATU M PHONE: (425) 454-5600 FAX: (425) 454-0220 CITY of RENTON DATE CHECKED: ATONE INCH FULL SCALE Public Works Dept. STORM DRAINAGE & UTILITIES SD02 M. DE LILLA IF NOT ONE INCH 1Q ADDENDUM NO. 1 WRE 07/09]AR APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE STA 13+50 TO 17+50 SHEET: OF:48 FED AID NO.: ARRA-0167(044) U NO. REVISION BY DATE K. SMITH