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HomeMy WebLinkAboutW-343017WEST GUTTER LINE 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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DRAINAGE PROFILE ............................... .:............................................................................................................................. WATER PLAN 134 .:............................... ............................ ................ ��EX.�ONDERGROUNO POWER,INB.�ONK. JOINT UTIUTY TRENCH PLAN 166 JOINT UTIUTY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CONTR. TO VERIFY LOCATION & DEPTH 219 ILLUMINATION PLANS 230 Ex. GAS, INV. UNK. 284 LANDSCAPE PLAN 296 NUMBER 40 BY CONTR. TO VERIFY: LOCATION & DEPTH PATE EX, PE GAS, TOP ELEV 23.5': 40 ............................. ........ ... .. . E ... ..... ,.................................................................................................................................................................................................................................................... EX: 16 11C WATER, IE 18.8 ....:. CGYilTR: Tp.. ........ pN .:.... ............................... VERIFY LOCATI ........... .... .... ......... ..................... ...... CONTR. TO VERIFY LOCATION EXISTING GROUND AT CENTERLINE &DEPTH EAST GUTTER PROFILE EX, 2" PVC UNDERGROUND POWER, IE 231' CONTR. TO VERIFY LOCATION & DEPTH E%. UNDERGROUND POWER, INV. LINK. ............ -- ............................................. - ------- .:............................. — — ` - - -__ Co — TO VERIFY .... CATION LOCATION &DEPTH .. ......................... ......................... ... .. ....... ...... ...f.. — ....... .............. 20 ......... - - - -- ...I 2" GAS, 4.3' DEEP ......... .... ......... ......... ......... ......... ......... ......... ...... .. N ......... ......... .............. ......... ..... ......... 20 STA 19 +00.0 STA 19 +19 STA 17 +12.8 GATE VALVE 1" WATER CONNECTION CORN CTION TO HARDIE AVE SW CONNECTION TO FIRE HYDRANT 12" DI STORM DRAIN, IE 21.9' $TA. 15 +99,3,,,,,,,,,,,,,,,,,,,,,,,, ; : �EX. , ..... JUT SEE SHT 156 :....... ......... ....... ......... ........ ......... ......... ..... STA 18 +33.4....... ......... 1 GO TG VERIFY CI]GATInN &DEPTH. ......... IE 10.5 CONNECTION TO E XISTING WATER STA 19 +71.7 CONNECTION TO FIRE HYDRA14T 0 RESTRAINED JOINTS 60' — RESTRAINED JOINTS ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ............... ......... ......... ......... 0 .... 15 +50... 16 17 18 19 20.... EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. E XISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO E XISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. E XISTING SERVICE UNES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART OF THIS PROJECT. E XISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. E XISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MI B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES ARE PARTIALLY BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 10. ALL WATER MAINS FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 11. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. SEE WATER PLANS, SHTS 132 -141 AND WATER PROFILES, SHTS 146 -159 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18' MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET. 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERY. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLAN 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 166 JOINT UTIUTY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNEUZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 1 RLYIY rIAL NTUKMIYI LUUAIIM Al LL] 3611NAE RECORD DRAWINGS I ]W JLF JAE 3/2014 SURVEYED. KPG DRAWN 6Y. SOD DESIGN aY. sop CHECK BY NJp PFOJ MGR'. JF FILE 0655GWATPFN1.MIp KpG 79BWA'mueN 75PtJMeamAKnm RECORD Batlb,WABM4B TpYIq WAS DRAWINGS MN�iMO ��� DRAWINGS 'kp;w 11 CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPgovep FOR comsTqucTlom BY DATE'. RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST WATER PROFILE STA 15 +50 TO STA 20 +00 DRAWING NO 148 PROJECT NO TEpaoaao FEp AIp IJO. -0M0 8) DATE, MAR 2014 SHEET NO 14e OF 304 NUMBER REVISION DESCRIPTION BY APP. PATE