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Home My WebLink AboutW-417907N k O Q O TYPE A BLACKING FOR 11 �/�' & 22,/2' VERTICAL BENDS VB 5 d L d O � o � p � w � 2 � E]US N [�� U U 4UW1 Ory zw w- �a �u1 a� a Um au�' �u,y �t"w �= �v Nr. a C,1� � � p z u1- N �n o� wa O�- ��- 4" 3p4 11t + 8 2 SIi 1� �1 1 3.� d 6" 3AQ 23 4 3/a ,2d B" 3C3Q =221/2 23t224 d � , ae SHACKLE RODS (TYP) El Uj R 1 2 TURNBUCKLES THREM BIL k J a 1 s 9 G d s ° R Q INSIDE RAMS OF SHACKLE ROD BEND S a d - :• � N t w tl 0c V] y En SHACKLE RODS d ^><1 1 j (TYP) R i 9 _7 1 R , A tl � a d 1 �r 1 s a ruara�ucKLes 1 1 TYPE A THREAD 6" o.19•s �� 1 ° a 9 � a e v d J -lam ° y , C C v 1 Z r a r L J q e 1Uj d ° TYPE B + PUBLIC WORKS CONCRETE BLOCKIFITTING OR VERTICAL STD. PLAN - 330.3 GS DEPARTMENT MARCH 2010 TYPE 9 9LOCKING FOR 45' VERTICAL HENDS V#3 5 d L f:7 � r m x Q � wU =C4 Q (�,� C-7N �� L=3 =�ZU 4 36Q 45 27 3 20 6" , 30 WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW CONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR 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" 90' ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE 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. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. r oo°°n00000000 INSTALL 4 MIL POLYETHYLENE 18° MAX. °� 0`0 op0 °o o aO PLASTIC COVER OVER WASHED o°000°oo° oo°o GRAVEL. CUT HOLE FOR PIPE °� ° ° , 00 o v000 000�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 STD. PLAN - 340.1 a► + PUBLIC WORKS 2" BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY N p MARCH 2O10 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/ WA TER NOTES AND SPECIF/CA TONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSD0T/APHA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL SE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK /N THE STREET RIGHT OF WA Y SHALL BE LIMITED TO 8: 30 AM TO 3.• 30 PM ON WEEKDA YS UNLESS OTHERWISE APPR01/ED /N WRITING BY THE PUBLIC WORKS DEPARTMENT A T (425) 4JO-7301 THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS /N ADVANCE OF ANY WORK /N THE RIGHT OF WAY. 3. ALL LOCATIONS OF EX/STING UTILITIES SHOWN ARE APPROX/MATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO 1/ER/FY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROIED TRAFFIC CONTROL PLAN /S REQU/RED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DA TUM FOR VERTICAL CONTROL SHALL BE NORTH AMER/CAN VERTICAL DA TUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMER/CAN DATUM 198311991 METERS UNLESS OTHERWISE APPR01/ED BY THE C/TY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL HATERUAIN P/PE /S TO BE CEMENT LINED DUCT/LE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVS/ON, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVS/ON. P/PE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCT/LE IRON PIPE AND F/TT/NGS SHALL BE POL METHYLENE WRAPPED PER ANSI/AWWA C105/A215-93 STANDARDS 7. CAST IRON AND DUCT/LE IRON F/TT/NGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND /N ACCORDANCE WITH ANSI/AWWA C110/A2110-87. CEMENT LINING SHALL BE /N ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES /N DIAMETER AND HAVE MECHAN/CAL JOINTS, THE F/TT/NGS SHALL /N ACCORDANCE W/TH EITHER ANSI/AWWA C110-A2110-87 OR ANSI/AWWA C153/A21.53--94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMB/NAT/ON OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A2153-94 SUCH THAT THE PORT/ON OF THE F/TT/NG W/TH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53--94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE /N ACCORDANCE W/TH AWWA C110/A2110-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECT/ON 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VAL VES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (A WA C500) OR OF RESILIENT SEATED TYPE (AWWA C5099) VAL Vf-5 SHALL BE DES/GNED FOR A MIN/MUM WA TER OPERA TING PRESSURE OF 200 PSI. GA TE VAL Vf-5 SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. F/RE HYDRANTS SHALL BE COREY TYPE (OPENING W/TH THE PRESSURE) OR COMPRESS/ON TYPE (OPENING AGAINST PRESSURE CONFORMING TO AWWA C-502-85 W/TH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VAL Vf- OPENING (M. V. 0.) OF 5-114 INCH, TWO 2-112 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-112 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEA TILE PA TTERV 6 THREADS PER INCH, 60 DEGREES V. THREADS- OUTS/DE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE- A 1-114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT 10. THE TWO 2-112 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERA TING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A 5TORZ ADAPTER, 4 INCH SEA TTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUM/NUM ALLOY, HARDCOAT ANOD/ZED. THREADED END PORT/ON SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HA V/ SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. F/RE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROAD HA Y ASSEMBL Y. 14. F/RE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVS/ON. 15. ALL HATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MIN/MUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERUAIN 12 INCHES AND LARGER SHALL BE AT A MIN/MUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFL/CTS OCCUR, WATERUAINS ARE TO BE LOWERED TO CLEAR. 16. ALL HATERMAINS 6 INCHES AND LARGER /N DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS "PR/OR TO DISINFECTION. THE POL Y PIGS'SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LBICU. FT. DENSITY FOAM W/TH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG"ONL Y. 17. PIGS "SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERA 7ON. 18. ALL WA TERMA/NS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN/MUM OF 200 PSl OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASH/NGTON STA TE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL Bf DONE /N THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED /N CITY OF RENTON STANDARD PLANS & SPEC/F/CA TONS 7-11. 3(11). THE L 055 /N PRESSURE SHALL NOT EXCEED 5 PSl DURING THE 2 HOUR TEST PER/OD. 19. ALL WA TERMA INS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIN/MUM CONCENTRATION) CHLOR/NE/WATER SOLUTION. DRY CALC/UM HYPOCHLORITE SHALL NOT BE PLACED /N THE P/PE AS LAID. CHLORINE SHALL BE METERED/INJECTED /N ACCORDANCE W/TH SECT/ON 7- 11.3(12)E OR 7-113(12)F OF THE STANDARD SPEC/F/CA TONS REFERENCED AB01/E. 20. A PRE -CONSTRUCTION CONFERENCE /S REQUIRED PR/OR TO ANY CONSTRUCT/ONA MIN/MUM OF RVE (5) WORKING DAYS NOTICE /S REQU/RED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PR/OR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR/OR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EX/STING MAINS /S 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 EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS /N ADVANCE OF BACKF/LL/NG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BU/L T DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBL/ES FOR TESTING AND PURITY ACCEPTANCE PR/OR TO FINAL TIE- IN 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, SOL IS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH/0, OR EQUAL, APPROV/ D /N WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MIN/MUM DEPTH OF TWO (2) INCHES. OIL MA T STREETS MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVE AY APPROACHES SHALL BE SAWCUT TO A M/N/MUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EX/STING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHAL T PA TCH SHALL BE PLACED ON THE DA Y OF INITIAL EXCA VA T/ON WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, W/TH/N 10 DA YS. CALL FOR SUBGRADE INSPECT/ON PR/OR TO PLACEMENT OF FINAL PATCH. 30. FOR C/TY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC P/PE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC P/PE. SCHEDULE 40 /N UN/MPROV0 AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P.L.S. AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOOR�pE ONE INCH CHECKED: HOLLI HEA VRIN IF NOT ONEC NCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM mw CITY OF IRNIV RENTON 2/13/24 ASBUIL T NOTE THE ASBU/L T /NFORMA I/ON DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DES/GN AND SUPPLEMENTED BY S/TE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 2977; 2024. GOOOFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THE/R SURVf-Y. CORE DES/GN HAS REVIEWED THE /NFORMAT/ON PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERVED FIELD CONDITONS. K INS h, wAsyfF CIVIL ENGINEERING o, z LANDSCAPE ARCHITECTURE ZPLANNING 3199 ,. DESIGN SURVEYING ISTERF"��v )NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 W-417907 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 PAGE 211JI24 Planning/Building/Public Works Dept. C6,32 WA TER STANDARD DETAILS & NOTES SHEET:56 OF. 107 CONSTRUCT/ON RECORD DRA WINGS 1 O Q