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Home My WebLink AboutWTR2703430.27GENERAL WATER CONSTRUCTION NOTES ►4, 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. 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 60 60 APPROVED BY THE CITY OF RENTON. ................................................................................................................................ ........ ....... EX. GAS; INV. UNK: .......... EX. GAS; INV. UNK. 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO . .. CONTR. TO VERIFY LOCATION & DEPTH = .. EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE = EX. UNDERGROUND POWER; INV. UNK: .. CONTR. TO VERIFY LOCATION &DEPTH . . TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. :... EX. UNDERGROUND —POWER; II�V. UNK...:..................CONTR. TO VERIFY- LOCATION & DEPTH.......,....... .................................................... :. .................... ..... 1...........:...............................:...............................:....... CONTR. TO VE.R,IFY. LOCATION &DEPTH : :..............................:.............................. AVE. S. STA 33+92.2 3. EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART .......................................................... . ...... . _ .... :.....— F 12" -DRAIN , UNK........................ ...:....... :.....RED.UCER.,.12...TO.8.. ..RAINIER. . ................... I ........ �c� WITHIN T C � �= T� �� t��,�� OF THIS PROJECT. EXISTING METERS ARE TO BE REST H� NEW S Tl; RS. rIOORuoN, CONTR. TO VERIFY LOCATION & 'DEPTH ........... ..... ................ . . W /CITY OF RENTON. ............ :............................. ............ ............... .......:.. ....... RAINIER AVE -S STA 33+92.2 } .............................. 4� ...............................................:.................................................:................................................:.......................................... .................................. . .......................................... .................:....... ..............:.... .... CONNECTI.ON TO S 4TH PL......................... 40. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG "HE ......................................................................... ........................... ............................................ ................. APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM = JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. RAINIER AVE S :.......................................................... ..................................... .. .............. .............. ........................ ..... ...................... ................. .... ...— .............. .............................. EXIS U ....... TING RFACE ELEVATION 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE :............ ................................. .................... ................... .......... ............ .................:....... .......................:............... ..............:.............................. ABANDONED WATER MAIN MAY REQUIRE U REMOVAL FOR THE CONSTRUCTION OFOTHER ROADWAY ............... :..................................................... ........................ ...................... ......... ........ .............................. IMPROVEMENTS. =.— —.—.— — -.- ....... ...................... .... ................... ....................... . 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE 20. :................ I.. :............. ....... .............:.... 20 CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. ....... ............................................................................................. .............................................................................................. IMF .ate RAINIER ' AVE S STA 34+07.1 .......................................... .......... R AINIER AVE S STA 33+95.0 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TEE ............ .....................: ............. :. ............... ............: .........45' BEND............:.......... ................. . _ ........................ TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF CONNECTION* �TO � WEST SIDE OF RAINIER :AVE = ALL EXISTING CAST—IRON AND ASBESTOS —CEMENT PIPES, AND PROVIDE THE PROPER SEE SH T 152............. ............:..... JUT.............. .................. :...............................:.......... :... 0 5 10 20 40 60 _ LONG BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY ............................................................... ........................... :. ...:.................. ... RAINIER. AVE. S. 1E.1.3..g...........:................. STA. 3.4+0.7.1.......... ..:................. .............: .............:. : R AINIE ......... R* AVE * S' STA 34+06.4' ................... ............................ . HORIZONTAL SCALE IN FEET FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE :.. :...... TEE......:.-... ................................:.............................. 45° BEN D ...... VERT SCALE 2 HORIZ SCALE _o COUPLINGS (MJ). ........... ............. . _ ............. ....... CONNECTION .TO EAST. SIDE. OF .RAINIER. AVE . S, .SEE. SHT.152 .... . 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW ............... .........................................RESTRAINED JOINTS ...................................... .................................... .......................... 0 .......... WATER LINES 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. S 4TH?I-ACE WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 34+10 S 3RD PLACE WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 41+00 9. ELEVATIONS OF EXISTING CROSSING UTILITIES 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 SH.ALL BE sNSTALLE D P R `I T y Or RENT._ K STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICAT=ONS. 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 LINES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES 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. W=343027 11-1411 >oGWA o��' �� , _ o r 20320 w �GrsTER�� w �s � SjaNAL �� SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BY: NJ D PROD MGR: JF,_ FILE: 0655DWATPRF01.dwg 1K3PCwqqk RID 7539th Avenue N 2502 Jefferson Avenue V WA 98402 Seattle; WA 98109 Tacoma, DOCUMENTS r (206) 286-1640 (253) 627-0720 www.kpg.com �" R CITY Off" RENTON "k Public Works Department APPRO�D FOR CONSTRUCTION BY: � � .� DATE: ��;��?` RAINIER AVENUE S (SR 167) S G RADY WAY TO S 2N D ST WATER PROFILE S 4TH PL AND S 3RD PL CROSSINGS DRAWING NO. 158 PROJECT NO. TED403430 FED AID NO.-CM0167(048) DATE: Nov zo11 SHEET NO. 158 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE