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Home My WebLink AboutW-417907SHACKLE RODS ti PUBLIC WORKS DEPARTMENT T WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW CONCRETE BLOCKING s TYPE B CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 FITTINGS TWO PIECE CAST IRON VALVE - EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGU_AR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE, SCREWED - 2" GALVANIZED \ PIPE 12" LONG 2 CLOSE NIPPLE BETWEEN CAP OR PLUG' AND 2" 93' ELBOW MARCH 2010 F ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE N PPLE AND 2-2" 90- BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. :4F�2" CLOSE NIPPLE 2" 90 ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NU I EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. INS -ALL 4 MIL POLYETHYLENE MAX o �� ;6 oa °0 �, PLAS T-IC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE 1 goo 0 o Co coo`oo 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1 /4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2"x2" TEE AND 2 CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90` ELBOW. 2" 90` ELBOW Y STD. PLAN - 340.1 PUBLIC WORKS 2" BLOW -OFF + '•` .� DEPARTMENT PERMANENT ASSEMBLY MARCH 2O10 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 WA TER NOTES AND SPECIF/CA TIONS 1. ALL WORK MA TERIAL ,HALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEClf7CA IONS OF THE CITY OF RENTON PLANN/NGAUILDING.IPUBLIC WORKS DEPARTMENT AND THE LATEST ED1776YV OF THE W5D0T/APNA STANDARDS AND SPECIFICATONS, AS APPROVED AND MODIFIED BY THE CITY OF REN70N /N THE RENTON STANDARD PLANS & SPECIFICATONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL LIMES DURING CONSIRUC77ON. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO &JO AM TO , -JO PM ON H65KDAYS UNLESS OTHERWISE APPROVED IN WR/77NG BY THE PUBL/C WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, F/RE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE OF ANY WORK /N THE RIGHT OF WAY. ,3. ALL LOCA77ONS OF EX/SANG UhLlTTES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATON SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR U77LITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAf77C CONTROL PLAN IS REQUIRED TO BE SUBMIT70 AT THE PRE-CONSTRUCAON MEEANG. 5. DATUM FOR VERACAL CONTROL SHALL BE NORTH AMERICAN VFRACAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC NbRKS DEPARTMENT. REFERENCE BENCHMARK AND EZEVATONS ARE NOTED ON THE PLANS. 6. ALL NA7ERMA/N PIPE IS TO BE CEMENT LINED DUCTLE IRON PIPE CONFORMING TO AWA 0110 AND 0111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL 00A77NG SHALL CONFORM TO AWWA 0104 OR LATEST REWS16YV. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL ✓DINT. BEDDING TO BE CLASS C. ALL DUCTLE IRON PIPE AND RTINGS SHALL BE POL YETHnaIr WRAPPED PER ANSI/AWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTLE IRON R777NGS SHALL BE CEMENT LINED, PRESSURE RA 7ED AS N07ED ON PLANS AND IN ACCORDANCE WI H ANSI/AWA ClIOIA21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWA C104/421/4-90. IF R 77NGS ARE ,3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FI777NGS SHALL IN ACCORDANCE WITH El7THER ANSI/AWA C110-A21.10-87 OR ANSI/AW1NA C153/A21.0-94. 7HREE (,3) INCH TO 12 INCH DIAMETER f7777NGS, WHICH HAVE MECHANICAL ✓0/N75 AND/OR FLANGED JOINTS ,WALL BE IN ACCORDANCE NIH AN91AWA C1IOIA21.10.87 OR A COMBINATON OF ANSI/AWA 0110/A21.10.87 AND ANSI/AWA C15IA21.53-94 SUCH THAT THE PORTION OF 7HE f1177NG NIH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AW1NA C153/A21.0-94 AND THAT POR77ON OF 7HE R777NG WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WI7H AWA CIIOIA21.10-87. ACCEPTANCE TES77NG IN ACCORDANCE W hY SECTON 530 OF ANSI/AWA SECTION 10-4.,3 OF ANSI/AWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND 7RANSMI77ED TO THE OWNER. 8. GA7F VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC IM7H BRONZE WEDGING DEVICE AND 0-RING S7Uf77NG BOX (A WA C500) OR OF RESIL/ENT SEATED TYPE (A WA C509) VAL VFS SHALL BE DENGNED FOR A MINIMUM WATER OPERA77NG PRESSURE OF 200 PSI. GATE VAL VFS SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. 9. RRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESS16YV TYPE (OPENING AGAINST PRESSURE) CONFORMING 10 AWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VAL VF OPENING (M. V. 0.) OF 5-114 INCH, 7*V 2-112 INCH HOSE NOZZLES WIN NA TONAL STANDARD THREADS 7-112 1NREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WIN THE NEW SEA77ZE PA77FRN 6 THREADS PER INCH, 60 DEGREES V. THREADS- OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-114 INCH PENTAGON OPERA ANG NUT OPENED BY TURNING COUNTER CLOCYNSE (LEFT). 10. THE 7*0 2-112 INCH HOSE NOZZLES SHALL BE f77TED WITH CAST IRON THREADED CAPS NIH OPERA ANG NUT OF THE SAME DESIGN AND PROPORIOIVS AS THE HYDRANT STEM NUT. CAPS SHALL BE f777FD NTH SUITABLE NEOPRENE GASKETS FOR POS/AVF WATER IGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE f777TV W 7H A 5TORZ ADAPTER, 4 INCH SEA 77ZE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-76 ALUM/NUM ALLOY, HAROCOAT ANODIZED. THREADED END PORTOIV SHALL HAVE NO LUGS AND T144'I SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEA 1-HER STORZ CAP TO HA VF SY9V77HEI0 MOIDED RUBBER GA f T AND SHALL BE ATTACHED TO HYDRANT ADAPTER W177H 118 INCH, COA TFD, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED W 7H 7*0 COATS 6F PAINT. PRESERVA77VF PAINT NUMBER 4,3- 655 SAfFTY YELLOW OR APPROVED EQUAL. IJ PUMPER COIVNECAOIV TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST REVISION. 15. ALL WATERMA/NS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FlN/SH GRADE. ALL NATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONfZICTS OCCUR, NATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WA 7ERMAINS 6 INCHES AND LARGER /N DIAMETER SHALL BE CLEANED NTH PIPE CLEANING IPIGS'PR/OR TO DISINFECTON. THE gPOL Y PIGS"SHALL BE GIRARD INDUSTRIES AOUA SWAB -AS OR APPROVED EQUAL, 2 LBICU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATNG ON THE REAR OF P/G'ONL Y. 17. "PIGS'SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM 7HE CLEANING Off RATOV 18. ALL WA 7ERMA/NS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN/MUM OF 200 PSI OR 150 PSI OVER OPERA LNG PRESSURE, IN ACCORDANCE NTH THE SPECIR7CA IONS OF THE CITY OF REN7O V AND THE WASHINGTOIV STATE HEALTH DEPARTMENT. ALL PRESSURE TES77NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATVF OF THE CITY OF RENTON. THE QUANTTY OF NA TER LOST fROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF REN76YV STANDARD PLANS & SPECIF/CATONS 7-1t J(11) THE LOSS /N PRESSURE SHALL NOT EXCEED 5 PS/ DURING THE 2 HOUR TEST PER/OD. 19. ALL WA7ERMA/NS AND SERVICES SHALL BE DISINFECTED BY THE /NECION OF A 50 PPM (MINIMUM COIVCENTRAAON) CHLORINE/MTER SOLUTOIV. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED /N THE PIPE AS LAID. CHLORINE SHALL BE MEMRED,NECTFD IN ACCORDANCE MIN .9600N 7- 11.3(12)E OR 7-1tJ(12)F OF THE STANDARD SPEC/f1CAT6N5 REFERENCED ABOVE. 20. A PRE-CONSTRUCTON CONFERENCE IS REQUIRED PR/OR TO ANY CONSTRUCTON. A MINIMUM OF RVE (5) WORK/NG DAYS NOTCE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQU/RED PRIOR TO STARING NEW CONSTRUCTOV 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS REVISION 22. /T SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARING CONSTRUC770YV. 23. /NSTALLATON OF CORPORATE STOPS, NA7FR SERVICES, LINES AND METERS SHALL NOT BE DONE UN77L ALL SERVICE AGREEMENTS METER APPLICATIONS, CONSTRUCTION PERM17-S AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXIS77NG MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL fROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVA77ON AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY N077ROA AONS. 25. INSPECTION IMLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF REN70N. IT SHALL BE THE CONTRACTOR S RESPON.981LITY TO NOAFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS /N ADVANCE OF BACKF/LL/NG ALL CONS7RU077ON. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BU/L T DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -Off ASSEMBLIES FOR TES77NG AND PURITY ACCEPTANCE PRIOR TO RNAL AE--/N. 27. ALL JOINT RESTRAINT SYS7EMS (SHACKLE RODS, NUTS BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH/0, OR EQUAL, APPROVED IN WR/ANG BY THE PUBLIC HVRKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING ,HALL BE SA#VUT TO A MINIMUM DEPTH OF 7W0 (2) INCHES. 06L MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF 7WD (2) INCHES OR REMOVED TO AN EXIS77NG EXPANS16YV JOINT. 29. A TEMPORARY COLD MIX ASPHAL T PA TCH SHALL BE PLACED ON THE DA Y OF INITAL EXCA VA AOIV WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO C/TY OF RENTON POLICY, WITHIN 10 DAYS CALL FOR SUBGRADE /NSPECAOIV PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROLECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 /N UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. MEM 7/15/21 HHH EN R SPRAGUE P.L.S. � AS NOTED MEM 2/15/22 HHH gym, HOLLI REAVRIN MEM 4/11/22 HHH MEM 4/28/22 HHH °""` MARY MOORE ONE INCH AT FULL SCALE IF Mn ONE INCH Sry E A`MD1N0Lf CHECKED HOLLI HEA VRIN BY DATE APPR ANIMM. HOLLI H. HEAWIN P.E. IM HORIZONTAL- WD1W3/191 DATUM CITY OF RENTON Planning/Building/Public Works Dept. pKIN S MAI;ry'y CIVIL ENGINEERING d, z LANDSCAPE ARCHITECTURE PLANNING 'Con 99�Z� DESIGN SURVEYING lSTE.. ' 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4/28/22 W-417 9 0 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 05/10/2022 WATER UTILITY agafour 05/10/2022 CANOPY 4196 L/NCOLNAVENE, RENTON, WA 98056 WA TER STANDARD DETAILS & NOTES 4128122 C6.32 Er. oF: 56 107 N N V M 0