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HomeMy WebLinkAboutWTR2701821.8FIRE HYDRANT GUARD POST, 9" ROUND REINFORCED CONCRETE - GUARD POST 6'-0" LONG, EQUAL TO RENTON CONCRETE D PRODUCTS TO BE INSTALL WHERE DIRECTED. / O PAINT WITH TWO COATS PRE 5E RVATIVE PAINT - N0. 43-114, INTERNATIONAL OR APPROVED 12" \ EQUAL IFIRE HYDRANT 6 CONCRETE i _ NOTE: I p _,MINIMUM AREA OF LEVEL y 12 / GROUND SURFACE IF CONCRETE IS NOT SPECIFIED, EARTH BACKFILL SHALL BE \ \ I � COMPACTED IN 6" LAYERS. ,. GUARD POST PLAN 3 '®(1 MIN. \ I MINIMUM CLEARANCE I EACH SIDE 3'-0" MIN. O \� ONE MAN ROCK CUT HYDRANT EXTENSION IF REQUIRED - 3 ® CONCRETE BLOCKING- nIN, 16"x8"x4"'MINIMUM ,$.�. CONCRETE BLOCK \ I JZ� LEVEL EACH SIDE ONE MAN ROCK FOR MINIMUM 3'-0" 1 6 o FILL FIRE HYDRANT LOCATION IN CUT OR FILL ELEVATION FIRE HYDRANT GUARD POSTS s a �,COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN, PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED EQUAL. 6" MECHANICAL JOINT INLET uITH LUGS. 51" MAIN VALVE OPENING. TWO 2," HOSE CONNECTIONS NATIONAL I STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS, AND i}" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE PAINT NO. 43-114, INTERNATIONAL YELLOW OR APPROVED EO UAL. II PUMPER CONNECTION TO FACE ROADWAY TWO-PIECE CAST IRON VALVE BOX, EQUAL TO RICH VALVE CO., STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION. LENGTH TO FIT CONCRETE BLOCKING ,e \ CAST IRON TEE, WITH ^� e 6" FLANGESI DE OUTLET 6 " GATE VALVE, FLANGE % MECHANICAL JOINT EQUAL TO MUELLER CO. A-2380-16 UUC 6".CA&i IRON PIPE, CLASS 22 OR DUCTILE 7 CU. FT. MINIMUM WASHED IRON PIPE, CLASS 52, CEMENT LINED. LENGTH GRAVEL PASSING 1}" AND TO FIT. TWO 3/4" STEEL TIE RODS, LENGTH RETAINED ON 1" MESHED FOR TO FIT DRAIN FIRE HYDRANT ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS \ O -PA9-170L l2EVIS�o;. .2la c l �� 4*mM7AAY 't9'" TEST .SEQtJE/VCE 2. /PRESSURE TEST g ,ouPirr TEST PRECAST CONCRETE VAULT WITH 3 - 3'x3' HINGED STEEL PLATE COVERS. 4"x4"x6" BULL HEAD TEE, FL DIMENSIONS 5'8"xll'-2"z7'-2" EQUAL TO RENTON CONCRETE PRODUCTS, INC. THE BY-PASS ASSEMBLY SHALL BE I NCLUDEDAS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY, •/� 6" PIPE, FL. X FL. CONCRETE BLOCKING / 2'-0" LONG-1� 18" FOR 10" ASSEMBLY 171 FOR 8" ASSEMBLY _ s 18i" fOR 6" ASSEMBLY 7 F � I 6" 900 BEND, FL. .•.IF �O� �_� �1� �w CONCRETE ISUPeE18T�AQi UNDER CHECK VALVE 1011, 8" OR 6" FL. X P.E. . ALL DETECTOR DOUBLE CHECK ►IRE WITH COLLAR 18" FROM VALVE ASSEMBLIES SHALL P.E.INCLUDE RESILIENT SEATED I LONG SHUTOFF VALVES AND TEST 8� _3'-0" 3'-6" LONG COCKS, AND BE APPROVED 6" - 4'-6" LONG CROSS -CONNECTION CONTROL ASSEMBLIES PER D.S.N.S. APPROVED LIST. NOTE: 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING, 2. 4" AND LARGER BENDS AND TEES TO BE CAST I CEMENT LINED. 3, TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD. 4. 4" AND LARGER PIPE TO BE DUCTILE IRON CEMENT LINED CLASS 52 PIPE, EQUAL TO THOSE SUPPLIED BY PACIFIC WATER WORKS SUPPLY COMPANY INC. 4" ADAPTER, FL.x SCREWED ONE EACH SIDE 4"x21" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GAINNEL ' FIG. 1682 WITH HOSE CAPS FIG. 1333 6' SWING TYPE GRAVITY OPERATED CHECK VALVE. FL. EQUAL TO 2-1 MUELLER CO. A-2600-6 6"PIPE, FL. x FL. 3'-0" LONG AND 8- ASSEMBLY. 6SHORT RADIUS 90" BEND FL. 0" ASSEMBLY 8"x6" REDUCING 90' BEND, FL. DEADMAN BLOCK REQUIRED, ` ASSEMBLY 6' TEE, FL.-� 1, ' SEMBLY � INSTALL EPDXY Bg•zAS6'z6' TEE° =-FL. NON SHRINK GROUT. DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10". 8'. OR 6" DUCTILE IRON - CLASS 52 NIPPLE PIPE, CEMENT L PLAN • LINED, LENGTH TO FIT. 10' ASSEMBLY 30"x10'.8" TEE FL. \ 10', 8', OR 6" GATE VALVE. FLxMJ. WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). 10". 8% OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROCKWELL INTERNATIONAL 912. x SCREW INSTALL GALVANIZED 6' MIN. DRAIN TO - - LADDER FOR ACCESS DAYLIGHT OR STORM DRAIN SYSTEM. END VIEW 10"', d'& 6" DETECTOR DOUBLE CHECK VALVE ASSEMBLY 6" STANDPIPE WITH FOUR 2.1/2" NOZZLE CROSS CONNECTION - BACKFLOW PROTECTION ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS APRIL 1987 S o4c. GENERAL NOTES i cD 2 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 100 a 2 SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST'� P EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION, ySng 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR . N 0 FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN �-o ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE M NOTIFIED 24 HOURS IN ADVANCE. Z Q 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE a Cn Lli THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION (� Q SO AS TO AVOID DAMAGE OR DISTURBANCE. cw W 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO Z > AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR D LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. _ ( PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BOULEVARD (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH Q RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 EE STANDARDS. 06 co 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED O� CE oN AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. 0 W CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF Z FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL uj JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA 0 C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER O Z U) FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN W w ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA _J Lu C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE T� % Q FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA i cr O C153A/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) cn z SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING D IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE m o CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED', DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. 3: VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND m 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C 504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO, 2-1/2 a INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4-6263, 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. 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. Z 9. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE 7 Ln 0 WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE w HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF a A REPRESENTATIVE OF THE CITY OF RENTON. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A 1� r MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. � PRIOR TO SCHEDULING THE PRECONSTRUCTION MEETING A PERMIT INFORMATION lil SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. PROPER TO STARTING NEW CONSTRUCTION. Z 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL Z NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, ZO Is -- CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF Y U Q RENTON. Q w C7 X J Q Z O CL 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF CL _ cc RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS cn O WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY F- Q V EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE Q 3 PRIOR TO CITY NOTIFICATIONS. Lv �- O cf3 z 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF Q a > w RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE 3., x z �• UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ® LtJ O 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING J < W AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. Q w m W W 16 ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS < o MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL L W >- APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. Y J F-- U < U 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF ()5 Q z TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, J Oco PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE cn (� SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING LLl Y z EXPANSION JOINT. < W O O tY Z 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL O EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON V- POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIG WRITTEN APPROVAL OF THE INSPECTOR. DRAWN BY CHECKED BY 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL B to CS RGG SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. SCALE DATE JJX ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. NOTE] 9 1 88 i C 13 SHEET