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Home My WebLink AboutS-284101WATER UTILITY - GENERAL NOTES 11 -1/2' x 17 -1/2' CONCRETE METER E - / ^,NSUNIMPMOETED BOX RIGHT WAY zo _ BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER PROPERTY LINE. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SEAL CO. ID METER BOX. z I PROJECT DATA SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY SIDEWALK Z APPLICANT/ DEVELOPER J 8. J CONSTRUCTION o THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 9, - _: -. - 2509 Aberdeen Ave NE TIMES DURING CONSTRUCTION. 91 L - Renton, WA 98058 O WATER METER TO BE (465) A 2, THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM SUPPLIED BY THE CITY z "�" CONTACT: JIM JACQUES TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE , COPPER TUBING TYPE 'K' SOFT rn TRANSPORTATION DIVISION AT 277.6222. ALL STREET CLOSURES, PARTIAL OR FULL, i zz -vz° �� SURVEYOR JAMES CRONES C) FORD 2-15W COPPERS OR 5. �J SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN vH 172 -ISW (FpR 5/B• " 3/ <' METER) ^� < VH 174 -15W cc OR V METER) ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE CAST IRON OR N O DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. ENGINEER JAMES E. HAYNES, P.E. o NOTIFIED 24 HOURS IN ADVANCE. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE / 37234 22ND AVE SO z _4 SLACK IN COPPER SERVICE ON OUTLET. LINE TO METER. ALL PACK -JOINT FITTINGS SHAI.L BE WITH GRIPPER. / FEDERAL WAY, WA 98003 3 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE (208) 661 -8794 P1 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE z LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL. u" F1000) FORD CI4 -33 OR 44 / TOTAL AREA 0.76 ACRES U 48 HOURS LOCATORS, 1- 800424 -5555. FIDT x COMPRESSION COUPLING 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO zz -vz° 3/4 OR I" GALVANIZED PLUG NUMBER OF LOTS 6 L AWWA Cl 10 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT -23 DESCRIPTION '' /. CORNER OF SECT 4 -5 1 LEGAL MORTAR LINING AND SEAL COATING SHALL CONFORM TO AMA G104 OR LATEST FOR SERVICE FROM EXISTING STEEL WEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE I ASBESTOS CEMENT OR PVC WATER MAINS CITY OF RENTON SURVEY THE NORTH HALF OF THE NORTH HALF OF TRACT 245, m > INSTALL DOUBLE STRAP SERVICE CLAMP CONTROL MONUMENT FJO. 369 CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE EQUAL TO MUELLER CO. \ C.D. HILMAN'S LAKE WASHINGTON GARDEN OF EDEN WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN SOILS OF HIGH DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF, } /i RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN o RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 3 A I WATER SERVICE DETAIL KING COUNTY, WASHINGTON STANDARDS. m � NO SCALE: 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE ADDRESS v RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C710/A21.10 -82. 1724 ABERDEEN AVE, N.E. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF RENTON, WA 98056 FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AW WA C110/A21.10 -82 _ r`I _g9_e 21, 0 52'^ !^ _ ___ _ __ �I N _E 2O1ST N 89° Z0_ , F9 E y ' OR ANSI /AWWA C153/A21.53 -84. 3INCHES TO 12 INCHES DIAMETER FITTINGS WHICH 1325.,6' Y !322.58' _ HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE D WITH ANSI /AWWA C1 10/A21.10.82 OR A COMBINATION OF ANSI /AWWA C1 10/A21.10.82 Z AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A W m MECHANICAL JOINT(S), MAY Be IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 CITY OF RENTON SURVEY U CONTROL MONUMENT `,.I 00 AND THE PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN NO. 1839 16 ACCORDANCE WITH ANSI /AWWA C110/A21.10-82. ACCEPTANCE TESTING WITH 91 Z SECTION 53.53 OF ANSI /AW WA C153IA21 -53 -84 OR WITH SECTION 104.3 OF 0 r p APJSIIAW WA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. / � �,�� _ 252.42/ N 89°43 4eE m 6A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 1 200 PSI OR 150 PSI OVER OPERATING PRESSURE, 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 I I v REPRESENTATIVE OF THE CITY OF RENTON. c 6B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 I �j a PPM (MINIMUM CONCENTRATION) CHLORINENVATER SOLUTION. DRY CALCIUM IE 100 , $VG'S- /' HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE (REF) 1 I METERED /INJECTED IN ACCORDANCE WITH SECTION 7 -11.3 (12)E OR 7 -11.3 (12) F OF MIN 9 ! THE STANDARDS SPECIFICATIONS REFERENCED IN 1 ABOVE. - BELOW ) IE 102.5 TIE 104.1 - - lull:, GRADE' WTR I 7 IE 102.3 SVG I ( 15 SAN SWR 20' PAVED NEW 8 CO 7. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A _ ,,I EASEMENT 5 DET SEE DETAIL MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. p _ _ � SHEET 2 PRIOR TO SCHEDULING THE PRECON A PERMIT SHEET MUST BE SUPPLIED TO THE WTR MN - --4-EE=- .� UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED CONNECT I I I .. 1� PRIOR TO STARTING NEW CONSTRUCTION. TBD AT I 190 LF 8'�PVC SS NEW MN -- 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY INSTIL PERMITS PRIOR TO STARTING CONSTRUCTION. _ _ w - - - - 6' /SS AF-4 ►ri 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL - I i TYP 6 PLACES NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF IE 102.3 RENTON. NEW,SSMH 1 WT IE 1025 IE 104.1 z PROVIDED BY Sy C 10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF CITY OF 1 + NEW 26' EASEMENT _ D RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP RENTON I WTR3 / /(�` (r( PRIVATE ROAD &. - -{ m CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL W SVG T I MAINTAIN 18' VERT UTILITIES - PROJECT I z I OD SEPARATION �J NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR SIT__ I N WT P,- SWR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. Z F I j III ,� (TYP) �{- r ^ 11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF q v u Z Z <1 a° IGTl y J RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY NE 16� S'Y J Im DI m -U- INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE iL Lw _p O � O CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS, Z 2 a z ; - 252.41' N 89 °43'42" E Q° 12. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR O Q TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. I I'- a: Z ° -0 3 �� w ' Rs�a. ®Iti 13. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS a p \Q (- MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR n - HYDRANT PORT _ > EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 14. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH NE 12TH �jT I z �- • - °� r Hq y y F_ OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, - -� O ;' / /� r A Z PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAYS APPROACHES SHALL I U ! ^ BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING - J EXPANSION JOINT. SR; 906 15. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL 1pmAffWVAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF 'oNAL� -d0 _ RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO I� BY= PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT VICINITY MAP' WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. - rlo scALE PR � � ��_ JAMES. E HAYyES PE 16. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE SHALL BE SCHEDULE 401N UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. 4� Fi EDDEE AND AVENUE SOUTH ) w � FEDERAL WAY, WA 98003 ALL CHEMICAL LINES SHALL BE SCHEDULE 80 PVC PIPE. ' (253) 661 -6794 � TL._ Sao -Aftl WT,P- 7 -s8W r+n - aw/ : es'u/ / (p - ?bw /A-/ . S'- p3'ft /4 / Elk el" ) ROLL # 167 , t SCANNED OCT 4 [UUU