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HomeMy WebLinkAboutzS-3188SetM �3 1 rml M r� N3» a° N x rA o a %6 r H a Cl 4 f F CIO � c� E-4 w p� d O A � d � (� w W � Cw/] w 00 W E.� ; Z v . 1.. 4 p O : 'E U W �E _J LL F CIO � c� E-4 w p� d O A � d � (� w W � Cw/] w 00 E.� ; Z v . 1.. 4 p •o 'E �E g 0 El a i J 1.1 w l 9 SSMH RIM = 244.58 IE = 238.13(E -S -N) IE = 238.03(W) STN*. 5+65.74L 18-OW LT. 1 - a" 45' BEND (MJxFL) 1 - I O. V. (F'LxMJ) MOVE EX. a" TO SOUTH .uwv F H,. / SSMH RIM = 246.20 IE = 238.40(E) IE = 238.30(W) SSMH RIM = 252.60 IE = 247.05(E) IE 246.95(W) I vw vT--12 W 12 "--W NE. 24TH ' 12 w 6 13 7 7 0 cWo SS O " SS 1--- 8" 0 8 "___ -.CJS 8 8" SS $ O S 8 "--W - _ _ _ _. _ .._ _ . _ SSMH _ _ _ - r... -- - -- - _ 17.0 LF 8 - - /-- SD RIM 265.33 D.I. w _. ,_ u IE = 248.08(E -S -N) ' x P oTELR IE = 247.98(W) t GAS 4.N , W + SSMH ` UP ,� (� PVLT N59 %%16~ E WM + 239.%6 T oTELR RIM 242.61 GA S 6 0 ' T.T. ; 87.02 T. 3/4 W.M.(2) IE = 234.16(E) ` 85.73 IE =247.67 1 IE =247. - r t 9 1 •w.I.rs -iM1M "We 10 4*0 0*0 LI Is ...\ .. -#/ ` %?.OQ I . v. v.f � � IE 239.33(N) STA. 8+90.32, MOO' LT. N 891027" E 254.770 STA, 8+81.32, B.00r LT. t 1 - e" 4W BEND (MJ) 1 - B"' 4S' BEND (FL )- 1 - B° G.V. (MJ) 1 - BLOCK 1 -BLOCK REiMOK EX. Ir PIPE SECTION TO NORTH -_SEE TESTING DETAIL in Jp4 O d N W a in "o N 8 2 NE 8 "x8" VERTICAL CROSS FOR POLYPIGGING (SEE DETAIL) E x. 8" D. I. w. 2" TEMP. BLOWOFF ASSEMBLY RECONNECT W. SVC. TO EX. HOUSE E v-. Ex NEW 8" D.I. GRAPHIC SCALE 20 0 10 20 40 c IN rm ) I inch : 20 & CUT AND CAP OR REMOVE EXIST. 8" W TES 1 DUAL FVUL. CONNECTION MAL FINAL CONNECTION AFTER ALL TESTING, DISINFECTION AND POLYPIGGING, REMOVE TEMP. BLOWOFF AND CONNECT TO EX. 8" WATER MAIN WITH: 45' BEND (MJ) 8" SLEEVE 8" GATE VALVE DI SPOOLS TO FIT WATER MAIN CAMNECTM MTAL NTS S�318801 "." A,,. 3 tR NK COVER C*-D CH iANDO Ali LINME10 4 FT NK COVES g0-111EM iAIETER MO OVER IIEW01100Y Jr GALVANIM P3PE Ale r GATE VALVE sarMu r n w a 7W BUM rum mot 1111oovK Or pmrnn VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SMALL BE THE SAME AS SIZE OF MAIN LIFE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH P' TAP X 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOV -OFF ASSENBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANIMNG 11GLY -PIGI) ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG CN,A ON ENO OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POL"nGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION Of' NEW WATER MAIN WATER k" Pa.,YP00M ffAIM RECOMMENDED VERTICAL %asim FOR KXYPKX3M F NTS WZY-MORROW-POBLM .:. AU9URN, WASH NGTON 98002 PHONE: 253 - 333 -2200: FAX- 253 - 333 -2206 0 �r+eo.�e�eeee t MwRES 9 .MN 2006 • 0 f � , W g a 9 SSMH RIM = 244.58 IE = 238.13(E -S -N) IE = 238.03(W) STN*. 5+65.74L 18-OW LT. 1 - a" 45' BEND (MJxFL) 1 - I O. V. (F'LxMJ) MOVE EX. a" TO SOUTH .uwv F H,. / SSMH RIM = 246.20 IE = 238.40(E) IE = 238.30(W) SSMH RIM = 252.60 IE = 247.05(E) IE 246.95(W) I vw vT--12 W 12 "--W NE. 24TH ' 12 w 6 13 7 7 0 cWo SS O " SS 1--- 8" 0 8 "___ -.CJS 8 8" SS $ O S 8 "--W - _ _ _ _. _ .._ _ . _ SSMH _ _ _ - r... -- - -- - _ 17.0 LF 8 - - /-- SD RIM 265.33 D.I. w _. ,_ u IE = 248.08(E -S -N) ' x P oTELR IE = 247.98(W) t GAS 4.N , W + SSMH ` UP ,� (� PVLT N59 %%16~ E WM + 239.%6 T oTELR RIM 242.61 GA S 6 0 ' T.T. ; 87.02 T. 3/4 W.M.(2) IE = 234.16(E) ` 85.73 IE =247.67 1 IE =247. - r t 9 1 •w.I.rs -iM1M "We 10 4*0 0*0 LI Is ...\ .. -#/ ` %?.OQ I . v. v.f � � IE 239.33(N) STA. 8+90.32, MOO' LT. N 891027" E 254.770 STA, 8+81.32, B.00r LT. t 1 - e" 4W BEND (MJ) 1 - B"' 4S' BEND (FL )- 1 - B° G.V. (MJ) 1 - BLOCK 1 -BLOCK REiMOK EX. Ir PIPE SECTION TO NORTH -_SEE TESTING DETAIL in Jp4 O d N W a in "o N 8 2 NE 8 "x8" VERTICAL CROSS FOR POLYPIGGING (SEE DETAIL) E x. 8" D. I. w. 2" TEMP. BLOWOFF ASSEMBLY RECONNECT W. SVC. TO EX. HOUSE E v-. Ex NEW 8" D.I. GRAPHIC SCALE 20 0 10 20 40 c IN rm ) I inch : 20 & CUT AND CAP OR REMOVE EXIST. 8" W TES 1 DUAL FVUL. CONNECTION MAL FINAL CONNECTION AFTER ALL TESTING, DISINFECTION AND POLYPIGGING, REMOVE TEMP. BLOWOFF AND CONNECT TO EX. 8" WATER MAIN WITH: 45' BEND (MJ) 8" SLEEVE 8" GATE VALVE DI SPOOLS TO FIT WATER MAIN CAMNECTM MTAL NTS S�318801 "." A,,. 3 tR NK COVER C*-D CH iANDO Ali LINME10 4 FT NK COVES g0-111EM iAIETER MO OVER IIEW01100Y Jr GALVANIM P3PE Ale r GATE VALVE sarMu r n w a 7W BUM rum mot 1111oovK Or pmrnn VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SMALL BE THE SAME AS SIZE OF MAIN LIFE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH P' TAP X 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOV -OFF ASSENBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANIMNG 11GLY -PIGI) ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG CN,A ON ENO OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POL"nGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION Of' NEW WATER MAIN WATER k" Pa.,YP00M ffAIM RECOMMENDED VERTICAL %asim FOR KXYPKX3M F NTS WZY-MORROW-POBLM .:. AU9URN, WASH NGTON 98002 PHONE: 253 - 333 -2200: FAX- 253 - 333 -2206 0 �r+eo.�e�eeee t MwRES 9 .MN 2006 • 0 f � , W Li x WATER UT NOTES AND 9PE ILITY C*ICATKM W is O 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. O ! 1 f U 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF W THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF = J THE WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODWIED BY THE CITY OF -- RENTON IN THE RENTON STANDARD PLANS do SPECIFICATIONS. A SET OF APPROVED PLANS SHALL LA- BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM A ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT !'C (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 A HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE V) cn CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. -- w E-4 0 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. U� 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR 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 AND FITTINGS SHALL BE rT, POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. A��yy 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON F� PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C I I O/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA wC110-A21.10-87 OR ANSI /AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH FIVE MECHANICAL JOINTS AND /OR FLANGED JOINTS. SHALL BE IN ACCORDANCE WITH ANSI /AWWA C 110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C 110/A21.10.87 AND ANSI /AWWA w C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOIN(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10-87 SHALL BE OBTAINED �• BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING M w DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). Q VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE ' o Q E VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. O o i' V = 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE N N E-4 z dgL (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH. TWO 2-1/2 INCH HOSE NOZZLES WITH Ha V NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH IN 04 R 3 THE NEW SEATTLE PATTERN 6 THREADS PER CH. 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF i Em zMALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON E OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). C a 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH 4 OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL IL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE MATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH STORZ ADAPTER. 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL 13E FORGED OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET. AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. w 0 cQ 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. Bill 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE W HYDRANTS. LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. i W A A 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING Q+ "PIGS" PRIOR TO DISINFECTION. THE POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIGw ONLY. 17. n PIGS w SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. ITI I 9 0 WATER UTILITY N M9 AND SPECIFICATIONS►, 10. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 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 REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MANN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORUE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3('12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RFSPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 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 EXISTING 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 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 IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS. NUTS. BOLTS. ETC.) SHALL BE AS MANUFACTURED BY THE STAIR MANUFACTURING COMPANY OF COLUMBUS OHIO. OR EQUAL. APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) NICHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY. WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. " 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT. THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. STA. 11 +93.60. W RT. PERMANENT 8.0.V. ASSY. 1 - 4" CAP (MJ) 1 E.00K EXISTING GROUND PRaIPOSE1) GROUND (CENTERUNE) 3/4" W. SVO. (TYP. ' i 187.6LF4 0 w.w , 250 � - - - - - - - -- - -- - - -- - - - - - -- _ -- - -- _.. -- - -� - -- - - -- -- - - - -- - -- ___ __ ___ . _..__ r 250 Z STA. 10+06.00, 5.O(r RT. .� 1 8 %4" TEE (MJ*L) / • N o 1 - 4 G.V. (F'L>IaMJ) 8w 1 - BLOCK CNI In Z W ! i r - . 240 EXISTING GRADE F- PROPOSED GRADE d n n q ; d 00 CV ' N N N; N 10+00 11+00 �',��.► X1(1 FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLAW MEDALLION; Y do H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT I[N ET WITH LUGS. 5 -1/4" MAIN VALVE OPENING. Two 2 -1,2" HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/0- STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO HE PAINTED WITH Two COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR _ EQUAL 1n L 4j PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. I= HYDRANT I I NSION TO BE USED IF RF.QUWED. ACCEM EASU46W P - WATER SCALE: 1 " = 20' (H.), 1 " = 2' (V.) 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT I3 ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT ErTB p1I=N AS REQUIRED (SEE DWG BR46 / PAGE B090). RAISED PAVEMENT MARKER TYPE 88 AO STDISONITE Two -WAY BLUE. 4 BURY - � � CONCRETE BLOCKING rU -jo \\� " CAST IRON TEE. WITH On FLANGE SIDE OUTLET. 6" GATE VALVE (n X W) AWWA C -509, RE q L=R'T SEAT 60 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL, TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MIN CONCRETE BLOCK UNDER HYDRANT ] /3 CU YD wASIursD DRAtI� LEVEL ALL GROUND ROCK (3 TO 310 1 KIM. 3' RADIM FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND ] 5" M. 3" RADIALS ] ONE No NOOK i s off FAY► FIRE HYDRANT ASSEMBLY DETAIL HYDRANT LOCATION IN CUT OR E'U ADOPTED C"T Or 11I11MI up 6TAlIOAiID tlJlllri oAN wipe M! save" . N 11,32dir Wy VT 1!r DM: 121" Dkc ft"maDCT nR � Ar a� RTN of REy1SgN DWG. NAME: 6824 SP PAGE:8102 Ft�y • 1 � '. Fov SANITARY NOTES ANo I. ALL WORK MATERIALS SHALL BE NN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS /ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CRY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER 13ACKFIL.L AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION ION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 3034, SDR 35. OR DUCTILE IRON CUSS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. smbwsso2lrwm.y�l 1 • - • -Y'VT 0 �+ .� u / • ' / J ', / RECOMMENDED FOR APPROVAL B� y y AL 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253 - 333 -2200; FAX: 253- 333 -2206 1 �% Q D LAND Em �nco•po.otod COWS 9 JAN 2006 U r-. 1 ` rr, S v 1 00 00 roo CA M � r c� 1 '0 N � c a w L -w 4 z 9 Z W } g M1 a i 0I u1 I Ti I �l I NI J 1 �I u1 3� �I JI Lai Q'I M, N rl I W, n� i' i i I i i I I I I i I i i i I i i I � W f'o - CL-6i I I o L- 8 Cv STA. 5 +65.78, 18.00' LT. O p o'E • � 3a RIM = 246.20 .0 W D.I. I W II I I I I 1 - 8" G.V. (FLxMJ) IE = 238.40(E) U II 'V E W SSMH S� H RIM = 244.58 mE 11 RIM = 252.60 l.� Al 1 1 � W f'o - s c I } I i� _6 "-W CL-6i I I o L- STA. 5 +77.78, 6.00' LT.11 1 - 8" 45' BEND (MJ)II STA. 5 +65.78, 18.00' LT. O p o'E • � 3a RIM = 246.20 .0 W D.I. I W II I I I I 1 - 8" G.V. (FLxMJ) IE = 238.40(E) w II 'V E IE = 238.30(W) SSMH S� H RIM = 244.58 mE 11 RIM = 252.60 IE = 238.13(E -S -N) Al 1 1 •c mm IF = 238.03(W) on s c I } I i� _6 "-W O ^ p R" SS O 8" SS ° It Z g" � B" - S U -8 --W 17.0 LF 8"� D.I. W UP SSMH GA ZZ� RIM = 242.61 �"" -� SD IE = 234.16(E) IE = 234.06(W) •I I I STA. 5 +77.78, 6.00' LT.11 1 - 8" 45' BEND (MJ)II STA. 5 +65.78, 18.00' LT. SSM11`4 O I I UP `i 1 - 8" 45' BEND (MJxFL) RIM = 246.20 D.I. I W II I I I I 1 - 8" G.V. (FLxMJ) IE = 238.40(E) w II CN - BLOCK IE = 238.30(W) SSMH S� H RIM = 244.58 "1 SD - -- - ° EMOVE EX. 8 TO SOUTH 11 RIM = 252.60 IE = 238.13(E -S -N) II IE = 247.05(E) IF = 238.03(W) WV FH II IE - 246.95(W) ` 11 Z ! 12" -W I _ 12„ W STA. 7 +34.61. 6.00' LT. I I _ . 1 - 6" G.V. (FLxRJ) I I > NE. 24TH STREET 18.5 LF 6" D.I. I I -- - O -- - - N CA O ^ p R" SS O 8" SS ° It Z g" � B" - S U -8 --W 17.0 LF 8"� D.I. W UP SSMH GA ZZ� RIM = 242.61 �"" -� SD IE = 234.16(E) IE = 234.06(W) •I I I STA. 5 +77.78, 6.00' LT.11 1 - 8" 45' BEND (MJ)II U, 1 - BLOCK" O I I UP 00 I 156.8 LF ,13" D.I. I W II I I I I - I I 11 II w II zi II w I 11 Z II Q I II W 7 11 Z ! 0� STA. 7 +34.61. 6.00' LT. I I 1 - 8" TEE (MJxFL) . 1 - 6" G.V. (FLxRJ) I I 00 18.5 LF 6" D.I. I I 1 - F.H. ASSY. J 1 - BLOCK COON NPI PE Nf1�,CTl (NO CORE DRILL) 30.6 LF 8" L \� D.I. W I I I STA,\ 7 +65.20, 6.00' LT. 1 - \Ib"x4" TEE (MJxFL) I ` i I 1 ��" G.V. (FLxMJ) I I 1 - BLOCK 8 I i ! I I I ! 116.1 LF 8" -, D.I. W I Lr� I i 00 I i I I j 1 I I 4 Ilk + - •� t I i i �Z9.43''�' c� --� f 39.33�N1 !\� STA. 8 +81.32, 6.00' LT. 45' BEND (FL) 1 - BLOCK - I wwp ,gyp . -*#& WV x 8 -�-- SS V) M wl SS WV r 4 • :04 , 4 to! }- , 1 a • I 0 PVLT GAS --�- IP WM + 239.76' W �� ± ` _ITELR �L %.4 -- 0 UP 00 N 8� 7 16 E 85. iS 6 >.U1 T.T. ..0� T.T ALI IE= 247.67 V) IE= 247.99 W. M . TO Id L = 23.19' EX. HOUSE, EX. SS TEST TEE. i -- - RE -USE FOR LOT R - 15.00' -RE -USE - -- - 6 0 FOR LOT 8�FIELD VERIFY Z I I I ,t (VERIFY CONDITION) A LE TO DET PMiN I " IE =2 9.13 �' (TYp) OT 1 � 3/4 MIN.) �_ . _._- LOT 9 Q 0 +59 T.T. I ° I . w NEW f" PVC SSS FF = 249 o I _� LOT $ FF = 259 ' co -, a� FF - 254 I v I I ® 2% MIN. ( W d r4 J EXTEND COPPER TAIL PIECE u4 I u I REMOVE EX. •.. I o Z " TO 1 -FOOT PAST P/L (TYP.) 0 6 PVC SSS Q 3/4 _ _J BETWEEN EX.--- - J W.M. (2) 589'07'16 "W T. T. & EX. I C.O. i v i . 85 EX. 6" C.O. ; RE -USE FOR NEW 6" PVC SSS ® ' LOT 7 ` 2% MIN. 14 100 I �' r 66.11' P6.12 C. 1 o I I I00 N8y'v i ' i 61 04 3 1 I STAIRS 1TT LOT2 ( _ + 11 W K PVS, SSS •• r - % ON. 4 FF = 249 I oI O rn - 4 I L 1. _ LOT 7 • S89'07'16 "W 2,521 SO.r i. HOUSE GM O I 103-1 y• -_ - i (18.34 LOT COVERAGE) I w I I N LOT 3 I :7 _ S$CO I 14 6. +6 I T.T. NEW (G" PVC SSS 3.6 I I DECK (UNCOVERED) ® 2% MIN. FF = 249 (q USTI 0 •03/4 I ADE) SSCO Ll M' STA. 7+ 34.61, 24.50' LT. I.E. = 248.5 RIM = 256.7 F.H. ASSY. ' ) 'NE W\6 �''�!C SSS � (ADJUST TO GRADE) ®\2��MIN� I.E. = 251.5 N89007'1 6 E 150.09 - _ _ -- W.M. I- + .C.o. SSCO I 23 6 -T 0 O -' RIM - 258.8 to SS UTILITY EASEMENT N 89'01' 16 "E i 04.8 4' Z - -f--}= `- rq 93.66 0 11.18' �I :�' ADJUST TO GRADE) I.E. = 253:8 187.6 LF 47 D.I. W. STA. 11 +93.60, --- -4 5.00' R T. " FF = 262 ... W. M. //4 - 2" PERMANENT • WM• B. V. ASSY. 1 1 - " CAP (M J) I i SSCO 1 - B CK LOT 6 RIM = 256.8 I (ADJUST TO GRADE I I I SSCO 00 � - I.E. = 251.8 � I I RIM 253.8 � j I (ADJUST TO GRA�E) \ s� I I.E. = 248.8 �,5, I I I I LOT 5 �% • \ i STORM TRACT LOT 4 �, �, FF = 257 i I - -- - \ i FF = 252 I II II I I L I I/� i' VVV I I I va 111 I II - 9 3.6 I STA. 8 +90.32, 15.00' LT. N 8910'27" E 254.77' _ I 1 - 8w 45' BEND (MJ) 1 - 6 G. V. (M J) 1 - BLOCK .I V, 1A REMOVE EX. 8" PIPE SECTION TO NORTH ot vv n V SEE TESTING DETAIL �-i r-- x UNDERGROt D K11 LOCAnOW sASUD ON SURFACE FCA7 UU& ACTUAL L )CATroM MAV VARY. I OOINMM TRAT TWE L.00ATIIDIMS, M"ATK MF, DEPTHS, AND Ate(= COhOdEM REFLEC'11NG PAATERIALS AL"MALLY USPD DLliLROG 0UIN3TI UCT10H. ACCT IRATELY REPL&oC TS EKIS7.NG FIELD Cc �NtXI'XIIIIIII!! AS OE?ER DFA MY DIRFk*T 55I1;,1:0V:SION 0N. 7M DATE. _ 12 " -W 3/4" W.M.(2) O rn CV I IW Lo 00 N °o I•i 41h. -Sho • E X. 8" D. I. W. /11 NEW 8" D.I. -� 10' t 8 "x8" VERTICAL CROSS FOR POLYPIGGING (SEE DETAIL) / S♦ 2" TEMP. BLOWOFF ASSEMBLY `Z` p 8" SS ° LSSMH RIM = 265.33 UP IE = 248.08(E -S -N) C` OTFI R IE = 247.98(W) RECONNECT W. SVC. TO EX. HOUSE ROLL 200 FR39� EX. 8" D.I. W. -/1 NEW 8" D.I. GRAPHIC SCALE 20 0 10 20 40 m = ( IN FEET ) I inch = 20 ft CUT AND CAP OR REMOVE EXIST. 8" W I rll-� TESTING DETAIL FINAL CONNECTION DETAIL FINAL CONNECTION AFTER ALL TESTING, DISINFECTION AND POLYPIGGING, REMOVE TEMP. BLOWOFF AND CONNECT TO EX. 8" WATER MAIN WITH: 45' BEND (MJ) 8" SLEEVE 8" GATE VALVE D! SPOOLS TO FIT WATER MAIN CONNECTION DETAIL NITS TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION zO or or or or INSTALL 2' PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG .44 i EK!:i AL r-POSS r DR '= 'DLYPiGGINr STATION SIZE Or vERT:CAL CROSS SHALL BE 'ME SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X rL ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP L 2' TEMPORARY BLOW -OFF ASSEMBL Y (REMOVE BLOW-OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'Pay -PIG'' 7NE BLIND FLAWjE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS -pNCRE'L BLOCKING ALL DEBRIS AND "OLYpIGS SMAL: BE REMOVEL, rRO►M SUMP OF VER'ICA; CRMS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION RECOMMENDED VERTICAL CROSS FOR POLYPIGGING FO APPROV L ; BY VIAL Il�dfo�t VI BY CHECKED FOR COMPLIANCE TO CITY STANDARDS �✓ Dote i ply Dote 11. , Dote ���, • • DALEY- MORROW- POBLETE, INC. � ' E L J 3) - 33...1-22 0. 3- �3� -,�..6 L Iona) .AND SLVVYEYM •. • �� - - -. - _ -__._ __. _J __. EAPIRE5 9 jAN 2 00 -.,,o W.- „4r. "LEcc wwr 0 SCANNED APR Z Z "i L 4 N 1. 1 � a z z N W } 00 rwo 0 04 M N G' I I I I I I I I I I I I I I I I I i i I I 1 I �I of VI WI I �I NI I �I U I I ;I 1 of i I �I �1 jr 1 CD I �I 1 NI i 1 �.I UI WI 31 aI l I i W 0 O U W LA_ WE# w Z O Q O O to O uj + Z 00 � X F- ~ In Z aff �t U-i N (V 10 +00 EXISTING GRADE r- PROPOSED GRADE 00 N 11+00 r� n o0 Ln N N SANITARY SEWER NOTES AND SPECIFICATIONS I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 250 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE, A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35. OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 240 ACCESS EASEMENT PROFILE - WATER SCALE: 1 " = LO' kH.), 1 = 2' (v.) 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO WAY BLUE. 42" MIN. CONCRETE BLOCKING BURY CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 1 I I I m I -• ,} :z s 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT z �I I J' l i l l l l l I � 1 I r � I 1w�►p�.�i I i I I I I O I ' #6 AW 1 1 - '6 I u i I CUT I LEVEL ALL GROUND MIN. 3' RADIUS 5" STORTZ �- 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MINIMU CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. HASHED DRAIN ROCK (3" TO 3/8 ") ONE MAN ROCK l - r VP r HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS flu FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF RENTON STANDARD PLANS I 1 Add vslw nut rrieneion. Reformat to 11 xt DCV DT IR1' DATE. 12/96 5/18/95 Revised Pumper Port _ _ DCV DT 1_2/15/ Corrected teat t_ CAanRed paint color Rry DT 1 DNVG. NAME : E3k14 `,F PAVE : Ii 1v': DATE I REVISION - I BY APPR q j ROLL 200 F 11 3.9 4 R qmb 3)8$o 2 if w -lipBJ Il N v 13258 O� ANAL mm9ES JANUARY 9, 2008 UNDERGROUND PINE LOCATION BASED (W SURFACE FEATU ^.ES. ACTUAL LOCATION MAY VARY. 1 CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS` AND AS43UILT COMMENTS REI1,Ft -T1W MATERIALS ACT AU..Y USED DURING C:ONSTRUCTI K AgaTRATIELY REFLECTS F-)USI -LNG rmD C()VDfTIWS AS DETERMIN s ' . 1 � 'DER WY DIREV1' S46i'VE ;SIGN ON 7US DATE _ RECOMMENDED FOR APPROVAL B BY 1 B I I CHECKED FOR COMPLIANCE TO CITY STANDARDS Dote o IV Date Date A,4,4 .4 , ;' I . DALEY- MORROW- , INC. L / �� , l� • / 7Lb AUHUF< Ai V. 4�JBURN, 'dVASHINGT0N 980C 2 P IC�NE : 'e"53-333-2200. FAX: 253-333-2206 FEF c40 >r��� LAPV PLANNNG X"RES 9 jAN 2006 SCANNED APR 12 .2, r WATER UTILITY NOTES AND SPECIFICATIONS WATER UTILITY NOTES AND SPECIFICATIONS � 6 cv -• 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL THL CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. do SPECIFICATIONS 7 -1 1.3(1 1). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. w 3. 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 PUBLIC WORKS DEPARTMENT AT 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 Q� (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE .r* 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE STANDARD SPECIFICATIONS REFERENCED ABOVE. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID C DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A w MINIMUM OF FIVE (5) WORKING DAYS NOTICE 15 REQUIRED FOR SCHEDULING. 5 AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING;. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. (f' 6. ALL WAIERMAIN PIPE IS 10 BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C 1 1 1 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY 1� SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR PERMITS PRIOR TO STARTING CONSTRUCTION. MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE w POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL_ NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN -�' ACCORDANCE WITH ANSI /AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NFCESSARY w FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE ANSI /AWWA C110/A21.10.87 pR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA PRIOR TO CITY NOTIFICATIONS. C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE - - SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. - -- BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. �.: o a♦' 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR S. GATE VALVES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). O VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS 3 VALVES SHALL BE GLOW LIST 14, MUELLER COMPANY NO. A2380 OR M do H. MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO. OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. V ' 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE E__4 rT, ja (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-- 502 -85 WITH A 6 INCH MECHANICAL JOINT 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH (w� - c INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-112 INCH HOSE NOZZLES WITH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, U ^ c 0 NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH PAVEMENT, SIDEWALKS, CURB, GUTTERS, DRIVEWAY APPROACHES SHALL BE SAWCUT TO A '- E 6. THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. E MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1- 1/4 INCH PENTAGON m E OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL 4 EXCAVATION WITH A PERMANENT. SEALED PATCH TO BE PLACED, TO CITY OF RENTON 'c o, 10. THE TWO 2-112 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF C v � OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL FINAL PATCH. a BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST _ - PRESSURES. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH STORZ ADAPTER, 4 INCH SEATTLE THREAD UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 UE VREES APART, 510111 F AI;E 10 BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. c C1 �> 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. If 14. FIRE HYDRANTS SHALL �+ BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE _ ti HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOTH MEDALLION- M & H 929 FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO INLET WITH LUGS. CLEAR. 5 -1/4" MAIN VALVE OPENING TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF ' Q SEATTLE THREADS WITH A STORTZ ADAPTER, 4" SEATTLE THREAD i 0.41: ...; , 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. r r "PIGS" PRIOR 10 DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING PAINTED WITH T COATS OF PAINT. PRESERVATIVE PAINT No 43 -6555 5 SAFETY YELLOW OR APPROVED EQUAL. w ON THE RFAR OF "PIG" ONLY PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. � FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. _ 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 0. CONCRETE BLOCKING Q C31 WE# w Z O Q O O to O uj + Z 00 � X F- ~ In Z aff �t U-i N (V 10 +00 EXISTING GRADE r- PROPOSED GRADE 00 N 11+00 r� n o0 Ln N N SANITARY SEWER NOTES AND SPECIFICATIONS I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 250 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE, A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35. OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 240 ACCESS EASEMENT PROFILE - WATER SCALE: 1 " = LO' kH.), 1 = 2' (v.) 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO WAY BLUE. 42" MIN. CONCRETE BLOCKING BURY CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 1 I I I m I -• ,} :z s 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT z �I I J' l i l l l l l I � 1 I r � I 1w�►p�.�i I i I I I I O I ' #6 AW 1 1 - '6 I u i I CUT I LEVEL ALL GROUND MIN. 3' RADIUS 5" STORTZ �- 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MINIMU CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. HASHED DRAIN ROCK (3" TO 3/8 ") ONE MAN ROCK l - r VP r HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS flu FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF RENTON STANDARD PLANS I 1 Add vslw nut rrieneion. Reformat to 11 xt DCV DT IR1' DATE. 12/96 5/18/95 Revised Pumper Port _ _ DCV DT 1_2/15/ Corrected teat t_ CAanRed paint color Rry DT 1 DNVG. NAME : E3k14 `,F PAVE : Ii 1v': DATE I REVISION - I BY APPR q j ROLL 200 F 11 3.9 4 R qmb 3)8$o 2 if w -lipBJ Il N v 13258 O� ANAL mm9ES JANUARY 9, 2008 UNDERGROUND PINE LOCATION BASED (W SURFACE FEATU ^.ES. ACTUAL LOCATION MAY VARY. 1 CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS` AND AS43UILT COMMENTS REI1,Ft -T1W MATERIALS ACT AU..Y USED DURING C:ONSTRUCTI K AgaTRATIELY REFLECTS F-)USI -LNG rmD C()VDfTIWS AS DETERMIN s ' . 1 � 'DER WY DIREV1' S46i'VE ;SIGN ON 7US DATE _ RECOMMENDED FOR APPROVAL B BY 1 B I I CHECKED FOR COMPLIANCE TO CITY STANDARDS Dote o IV Date Date A,4,4 .4 , ;' I . DALEY- MORROW- , INC. L / �� , l� • / 7Lb AUHUF< Ai V. 4�JBURN, 'dVASHINGT0N 980C 2 P IC�NE : 'e"53-333-2200. FAX: 253-333-2206 FEF c40 >r��� LAPV PLANNNG X"RES 9 jAN 2006 SCANNED APR 12 .2,