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Home My WebLink AboutWTR2701766.2SEE STREET 1 � t` I 1 I 1� 1� I I1 1 I 10 \I I I I I � i I I I I �3 Lu I I 94-00 V I I I I I I � STREET MEI TER S 145 p BY ccwrRAG D{Z c>F 106 L. F. 8" D.I.P. C L 51 EA NT k STA. Q + 35 - TEMP. &_oW=OFF PER c Iry OF RENT014 ST D. RE MovE Cap g y 07-1*6 <- CONTINUE 8" D.1.P. 4FTEtZ. ALL 10, S' REQUI>ZE D TEST IK(s IS COMPLETE NACHES AVE•.-_6.W. t STA. 10+56_,(Ns7RT EQUALS EASEMENT 4. LSTA. O + 00 (EAST) l i TOP To GRADE MATCH STREET PLAN SANITARY 5EWER STUB INV. 7.88 95 L.F. 6" SANITARY SEWER 57QEEi PG.4l11$ C° 2. O % - -- 93 I. • F. 4' WATW-fL KN� ,d E. "W4TE/Z i96 L.F.8" D• I. P. S. i D SEE S 7RE - lz I 7 +-00 i I q__j_ M q3 E/ PGA,u S I ACHES AVE S.W. t STA.8+43 CONNECT 5" D.I.P. TO THE 8 D.I.P. BY OrHERS FOLLOWED 0 I BY - S" DOUBLE DETECTOR CHEL%G VALVE ASSEMBLY IN 9'x S'II; I VAULT v✓/ P. I. I- Z" DoIhESTIC WATER METEt� --- --I- -- -- --1- Z" IRRIGATION E E `T 900 BEND, MT i i Z- G - 0 S.F. CONC. B o" WATER =-1 - TEMP Z"Co.Dv./-OGF BY Oi HEKSILL I - �NAGFIES A\/E 5VJ STA 7+77 CONNECT TO G" D• 1. P. BY OTHER W/27 L.F. 6" D.I.P. AND FIRE HYDRANT ASSEMB Y IPER CITY of RENTOA \ STD.,, PORT TO EAST TI; M PorZA2Y -Z .. L'5Lo\ /-OFF s rOR h'1 !N TJv#5ECTl nla o F S W. TH ST. STA. 34-r5o.27 (WEST ) AND NA.CHES AVE S.W. S.v1. 5TA . J - 00 (NOR.Tk? ) 317 L. F. $D.I.F. CL 52. 2 + op - --- - -.- 3 +00 4+00 WATER EASEMENT EASEMENT 5TA. 1 + 4Z, Z.5� LT - 8")(G TEE M -A X I -�Ca-V. FL x MJ - _STo�Nt D2o!/V _ SYS1Er-I E45EMCNT STA 4f60,Z.5"cT. I - FI RE HYDRANT ASSEMBLY PER CITY - - - - �_ _ I - 8 XG TEE M,l x FL I - 6 G.V. F( X M-1 OF RENTON STD. , PORT TO SOcJT►-1 / � i- FIRE µYD24NT /�.S5EMBLY S. F. CONC. BLK . i PE Z c ITY OF 12ENrog STD. - ( PORT TO SOUT14) / 1- 4.2 20 L. F IZ i i i x i x GLEAN our TOP TO GRADE INV. 9.7Z ADMAC BUILDING l SCALE I"= ZO` s IF - II L- -----� EASEMENT 4L STA. 5 +� 3 p' L7 I - 10",<S" TEE , FLX FL I- 10" &.V.,FLXMA I I - IO" PLL((v. Ma I - I o- GL5 S. F CONIC- BL.K. 4S'BE140,FLXFL G.V. ; FL K M S - _ _I - 7.7fo 5• F Caa3t:.CiL.1G.. � I- 10 " AoA PTER Z )FLXM.1 I - COAJC. ' DE, 0 Mars ") ESLK.. Q ul� 5414CKLE QOD TD TEE (- SEE DETAIL- ON SFlGET 4 oF4) OL W 13 ),.F. -I o" P. I. P. CL 52 Q E c�MENT 4L STA.$; Z•S"[T. 1 - 8•Z7 5F coNC. 13LK Idll 5" 7.5 I �\ o MATCH LINE � _ EASEME•NT _\ 5TA . 7 + 10 SEE SHEET WATER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A-21-51-1976 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO ANSI A-21-4-74 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. 4. ALL FITTINGS TO BE CAST IRON, CEMENT LINED, CLASS 250, UNLESS OTHERWISE SPECIFIED ON DRAWING CONFORMING TO ANSI SPECIFICATION A-21-10-1977, ANSI A-21-11-1977 OR LATEST REVISION. ALL FITTING JOINTS TO BE MECHANICAL JOINT OR FLANGED. FLANGED JOINTS SHALL BE DRILLED IN ACCORDANCE WITH ANSI B 16.1 AND SHALL BE 125 LB. CONFIGURATION, UNLESS OTHERWISE SPECIFIED ON DRAWING. 5. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 6. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 7. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS TO BE ACCOMPLISHED BY THE CITY OF RENTON. 10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATION. 11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 12. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 13. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL PIPE AND APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 5-4 OF ANSI 21.5 OR AWWA C105. POLYETHYLENE MATERIAL, THICKNESS AND WIDTH SHALL CONFORM TO ANSI A21.5 OR AWWA C105. 14. WATER MAIN USED IN CROSSING 60 INCH STORM DRAINAGE PIPE IN S.W 7TH STREET SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A-21-51-1976 OR LATEST REVISION, THICKNESS CLASS 53. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO ANSI A-21-4-74 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. 15. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE WATER MAIN SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. (CONTRACTOR NOTE: WATER MAIN AS -BUILT INFORMATION CAN ONLY BE OBTAINED PRIOR TO TRENCH BACKFILL. THE CONTRACTOR MUST COORDINATE THE WORK TO OBTAIN THE AS -BUILT INFORMATION PRIOR TO TRENCH BACKFILL). W-- 17&6 GALL 48 HOURSall BEFORE YOU DIG 1-GG--5555 APPROVED FOR CONSTRUCTION I CI OF RENTON DEFT V PUBLIC WORKS JAit THIS DOCUMENT HAS BEEN REVIEWED BY GOVERNMENTAL AGENCIES AND IS APPROVED FOR CONSTRUCTION. DATE, It "- 14- - 86__...__._._ � N o DO z m n c/)O � J i W � Zcr T� - Q _j o6 c (N 0 N QLLJ W W(3 z 0z W Q w _> �w Q � U o z_ D o 0 N a Z d Z 3 d 9316. t , v < o L DRAWN BY. CHECKED BY: T.FR. R>�� SCALE: DATE. JOB NO 86139 OF 3 0