Loading...
HomeMy WebLinkAboutWTR2703084.1a a t r 4 C) i p_. 0 C, V c E 0-0 a 0- E \ Lz m N c .I- cP . C a' Ct_ CD C I ( �x A PORTION of the S.E. 1 /4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W°M° STA 8+20, 42.0' RT. UWS� E_xrsrrNc 12' o� wgTER WET TAP EX. 8 D.I. ___ MAIN Z 8+00 -_ 8" G.V. (TAPPINGXMJ) ' N'---_ w SUNSET BL VD. NE CONC. BLOCKING SUNSET eLVC� w--_ _9+00 . EXISTING SAN SEWER MH - STA 10+00 (SUNSET)= - STA 1 +00 (QUEEN) r +0 410 EXIST. c6 EX/STING SAN SEWER MH RIM. 401.88 I STA 10 + 10 (SUNSET) (QUEEN) STA 1 +43 QUEEN I coNc S/DEwA0,r _p ! EXIST. CB I 8" 9 0° BEND (M J) 405 I i EXIST. CB -- 1 I „ CONC. BLOCKING LF 8 D.I. 7.0' LA T EXIST. CB LA wN I -- o EXIST. CB ®' - _�_ 7.3' ( I CONC, SIDEWALK _XisTiivc - 400 --- d EASEMENT EX-- $- VMT_ - EXIST/NG EX. I EXISTING SAN SEWER MH ~_ D/�%t/E - I - `S PVMT. - 395 5.5 SAWCUT AND REPAIR I 1 EXIST. PAVEMENT PER CITY RENTON SIDS. I 3 I01 i I I I z Ljj I < 1 ILi ckf LJ I 303 QUEEN A VE. NE 12 �TORAdi - - A 0 nRT ('.�}- / -- - . OAP -.. tNGX "_ N___ R EXIST. GRADE IN SHOULDER 12 STORM "-- -- - - 12" M/N - - 12" STORM-,- WIN ADAPTOR MJ 8 SAN - - TA - STA 1 +43 UE N -EX-�" IV )-- "Sf3flt x - J) _ 15 410 405 #/ tm I I 390 �148+20 6A8eFLxMJ) R MJ 9+00 9+50 10+00 I2�31+50 2+50 2+c�8, G.V.+I +'.. , J Q i 8"x6" REDUCER (FL) � WATER MAIN EXTENSION PROFILE o 8" 90° BEND (FL) I SCALE. HORIZ.: 1" = 20' _ I 8" SPOOL VERT.: 1 = 5 w4mb3 of 0 3 M4 CONC. BLOCKING i WATER UTILITY -GENERAL NOTES " o_ SAWCUT AND REPAIR 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED I WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE 00 C)GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY EXIST PAVEMENT PER M A QUA E IN CONFORMANCE WITH THE STANDARDS AND EXISTING �< + Ci Y I i I . ALL WERI WORK ATL LL B 1 SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE PIG "PIGS" DRIVE I W J O `' I C/TY RENTON SIDS. I LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS ONLY. SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. W i U I APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. KEPT ON SITE AT TIMES DURING CONSTRUCTION. Z CQ 1 •- EXIST. CB INLET ( ) 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM THE 1 j I , XI NG RIM: 414.08 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH Ql THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES PARTIAL k DRIVE IE.• 410.05 DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A � OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 REPRESENTATIVE OF THE CITY OF RENTON. O HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 _ REMOVE EX. '6" TEE: SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF CIO [_REPLACE WITH 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY D I -- CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE „ SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ,VERIFY THE TRUE AND 6 SPOOLS & SLEEVES CORRECT LOCATION SO AS TO AVOID DAMAGE OR'iDISTURBANCE. FOR UTILITY SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7- +� 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. LOCATE CALL 48-HOURS LOCATORS, 1800-424-5555. LxiJ 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. HYDRANT TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT A MINIMUM OF SCHEDULING WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. m z E ST. FH (REMOVED) LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE - z"-PIPE UNDER SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE EW FH » ! REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE T STARTING W CONSTRUCTION. � ° 6 DI CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER WILL BE REQUIRED PRIOR 0 STA G NEW (y� 1 �± ANSI/AWWA C105-77 STANDARDS. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I' > I » » PERMITS PRIOR TO STARTING CONSTRUCTION. < � 8 x 6 TEE (MJxFL) �EW .HYDRANT ASSY. T AS NOTED ON F HA CEMENT LINED,PRESSURE RATED OTE CAST IRON FITTINGS SHALL BE E 8" GATE VALVE MJxMJ 6' DI - 6" GATE VALVE 5. PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT SHALL 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS ( ) ®�� r, WITH AWWA 1 4 A21.4-85. IF FITTINGS ARE 3 INCHES SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, z BE IN ACCORDANCE YVI ANSI/ C 0 / CONC. BLOCKING d CONNECT TO NEW 8 D.I. TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE W 'I P SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR CITY OF RENTON. Ld I ANSI/AWWA C153/A21.53-84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH „ V �� » HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF I.0 8 X 6 TEE (MJ) 6 X 6 TEE MJ WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP O ~ o- c ( C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84'i SUCH THAT THE PORTION OF THE CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL N I 8" PLUG MJ { ) NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE ( ) 6 x 4 REDUCER MJ FITTING WITH A MECHANICAL. JOINTS) MAY BE IN ACCORDANCE WITH Q I 20j ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. CONC. BLOCKING CONC. BLOCKING JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82 I 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI/AWWA V � RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THEE CITY IES C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE I INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE I OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. N I 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, CIDqj BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR Z � I EXISTING TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. N STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER. OPERATING b 25. DRIVE PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER RENTON SHORT PLAT LUA 94-071-SHPL COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER .AND LARGER 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE © W I Q SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH10 REC. NO. 94082990 VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING ,WITH THE PRESSURE) 42 °� CONFORMING TO AWWA C-504-80 WITH A 6 INCH' INLET AND A M.V.O. OF 5 INCHES,DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE 3/4 �/fjT�R METER F-OR I•-OT' 3 TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY k�,V-4 -I�� �4/ID� € V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR U I PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). REMOVED TO AN EXISTING EXPANSION JOINT. ! ' I DRIVEWAY EASEMENT AND I 42 EDGE OF NEW PAVEMENT 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF j EXISTING INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO ' 83 DR 424 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN 1 OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. - - 04 48 "W 157.69' 425 423 I L� 1 1 - I 21. FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED NEW ASP H p �-426 I AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. EDGE OF EX ASPHALT 1. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF - C� - ----42 RENTON TRENCH RESTORATION AND STREET- OVERL.A`�--- - - - - - GE PVMT FFE:• 42 . REQUIREMENTS. EXISTING I I ��� fi N88.04'48"W s700' 1 x RECOMMENDED FOR APPROVAL ID DRIVE I O r 84 FIR 48' I I o ED NEW ASPi-, I � I BY DATE 3 4ZE (®� 3UlLT Fe-K IFIELD `5 0KI E� OKA 3125103 EXIST. SAN SEWER MH RIM: 425. 10 , NI D 3 !E 418.93 5 0 W .. C-SCALE 20 0 10 20 40 ( 'N FEET ) 20 ft. 302 EXIST. CB (TYPE 1) RIM: 413.93 LLJ Z Llj QAFTER TESTING, CLEANING_AND _ - - DISINFECTION, CONNECT TO 8" (ri D.I. WITH 8" SLEEVE & 8" i STA 8+20, 42.0' RT. (SUNSET) C/o CU SPOOL (LENGTH TO FIT) WET TAP EX. 8" D.I. L EXISTING 8" G.V. (TAPPINGxMJ) BLOCKING x , DRIVE CONC. a a, 6, . NEW �8 DI 300 O . 1 . 1 20 LF 8" D.I. WITH 8" I X:' _ PLUG WITH 2 TAP & 2„ W' BLOW OFF- T p T- S ANC DETAIL - PIRECE EVE. CONNECTION #. EXISTING DRIVE EDGE NEW ASPHALT -- END NEW ASPHALT v•lId_ _ 1 80 ( y 207 (0 EXPIRES: 3 '. 2004 EX. 2" BLOW -OFF �2 2- 314 WATER METER FO o I N TS f 2- a \ o i _ � o 20' 1 0) 00 1 -L-QT 1 •" FFE.• � .5 I - ------ - 43 67.00' I PR/I/ T 12' WIDE 1 DR,I ,,�EWA AND 12, oo' EDGE OF NtW,,PAVEA4ENT 1 L 90.72 4!/-'J- r- - - - - - - -� 1 00 SF HOUSE FOOTPRINTLO (TYP) 0 o END NEB'` ASPHALT Z ; LOT 2 FFE: 430.5 UN !I o �2 x I BY. ��" DATE.• 3 3 BY: �VA)QLLt/ 6M%t DATE: 328 03 BY. DATE: a ENGINEER: JAEGER ENGINEERING 9419 South 204 th PI ace Kent, WA. 98031 Phone No, (206) 850- 0934 Fax No. (253) 850- 0155 N0. REVISION - � BY APPFIDATE PL/1,11v JAC"QUES DESIGNED: r ) jPATE: 9/8/02 FILE NAME: JA---, - 5._^� DRAWN: . _..._ - CHECKED: SCALE: 1* = 20' FIELD BOOK: APPROVED: SHEET; a n t� cn az o 0 � - y m cn 1 �0 b Y OM y w 14/3 11 ov-BCD&�,n,, SCANNED NOV " 7 ZU03