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Home My WebLink AboutS-3192010 A 2 i! W 1i 6 x I- (n o N 02° construction. The completeness and accurancy of the revision is dependent - _ - -- - - - 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. n 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 _ - -- - EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBUC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 1W-I �- DAMAGE OR DISTURBANCE. FOR UTIUTY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 1q > h�-N RIM 213.00 _ CB TYPE 2 -48° A \ / 0 IE 207.50 (IN) /RIM 212.45 4Af I/ Ll( ALL TESTING AND DISINFECTION 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 x � SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. BO T 09.4± EXISTING 8" WATERMAN NTH 22)d __ � aA SD R 208 40 BENDS AND SLEEVES AS REQUIRED ' SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FlTTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE PATH SS IE 210.28 0 _. _ ' EITHER ANSI /AWWA C110- A21.10 -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 1-8 5' SO CR 207.90 CONNBCT TO EXIST _ / BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING PATH / 0 THRUS BLOCKING G 0 SS PER CITY A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA CIIO/A21.10 -87. '�" TEND ATER E TO - OF-RENTON -STDS. 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 j P ASE 1 ESIGN 23 LF 8" SO IE 209.85± TO THE OWNER. LOCATION (SEE SPECIAL -- -- - - -0! 0MOLft._ -_ / 8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WTH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA NOTE THIS SHEET) / / 0 0.105ft/ft / - W A a d wz 00 0 (~ 3 �z a �� rn v Gom rn c ry � a 36' 11„ W 575.65' RENTON WATER NOTES &SPECIFICATIONS: N 02° construction. The completeness and accurancy of the revision is dependent - _ - -- - - - 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. r - - 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 _ - -- - EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBUC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID - �- DAMAGE OR DISTURBANCE. FOR UTIUTY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. / O RELOCATE 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. RIM 213.00 _ CB TYPE 2 -48° 6. ALL WATERMAN 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 \ / 0 IE 207.50 (IN) /RIM 212.45 4Af I/ Ll( ALL TESTING AND DISINFECTION 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 IE 207.40 (OUT) IE 206.84 OF NEW 8" WATERLINE, CONNECT TO / SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. BO T 09.4± EXISTING 8" WATERMAN NTH 22)d __ � 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA CI10/A21.10 -87. CEMENT LINING SD R 208 40 BENDS AND SLEEVES AS REQUIRED ' SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FlTTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE PATH SS IE 210.28 0 _. _ ' EITHER ANSI /AWWA C110- A21.10 -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 1-8 5' SO CR 207.90 CONNBCT TO EXIST _ / BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING PATH / 0 THRUS BLOCKING G 0 SS PER CITY A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA CIIO/A21.10 -87. '�" TEND ATER E TO - OF-RENTON -STDS. 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 j P ASE 1 ESIGN 23 LF 8" SO IE 209.85± TO THE OWNER. LOCATION (SEE SPECIAL -- -- - - -0! 0MOLft._ -_ / 8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WTH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA NOTE THIS SHEET) / / 0 0.105ft/ft / - C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW UST 14, MUELLER COMPANY N0. A2380 OR M & H. P NING WTIi THE PRESSURE OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH 0 - - - - -- -------------- 135 LF RD z 1 -8' 45' BEND (MJ) W/. / 9 °o_ /A A`fEY� E /IE2111.22±X �� / I / THRUST BLOCKING / '\�JH % , ; - / F!F. BASEMENT X/ O S' . - -- 8 LF 8" DI W .�. : ®A.02 ftt/��:./ �; � EtEy�21�82/ % /'I� � / /i% i� � ,I 1 -8 "225 "BEND(MJ) �./ \i //j �;/ >v�%�ji W/ THRUST BLOCKING S-BU (Lj /*AIESGNE / / 34LF8 "SD: \ \ I_ /; -� /�/ ��._ /. </ 34 00.074ftft -r ;- .� '�/ \� SS IE 21234 \ �' �� I( A'IE H RANTiTO �FF. �fAI LEVEL LEG 2� CR 211.34 \ i / �� A �OF SI ELIC ` /E : - 25.5 / / m / /\, i 125 LF 8° DI W \ \ \1, I /'A "Roll J2E/ �p I 0. EA _ INSTALL TEMPORARY 8' CAP \ I i� F(ITNSI- ) C.O. (MJ) NTH 2" BLOW -OFF - - ,C 0. � SCALE: 1 SHEET NOTES: RD C.O. NM 17 \RELOC TE \ / IE\20$915(IN). \1\' IE v08.82 (OUT) EXISTING 15' WATERLINE EASEMENT (TYP) (WORK TO BE DONE BY CITY) CUT -IN NEW 8" VALVE (MJxMJ) ON EXISTING -P \ 8 WATERLINE, 20 FEET WEST OF WATER METER 2-8" SOLID SLEEVES (MJ) AN qz ` FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA. F -5110 ON \.. \ COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929.. MUM IER JOINT INLET WITH LUGS, GS. AND /4A MAIN TWO 2-1/2- \ HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4• PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875• SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8• STAINLESS STEEL CABLE 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESEAVATIVE PAINT No. 5780 -563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS 1. SO PIPE SHALL BE DOUBLE WALL SMOOTH INTERIOR HOPE "HANCOR" OR "ADS" OR APPROVED EQUAL DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 2 CONTRACTOR SHALL FIELD LOCATE EXISTING ALL EXISTING ROOF AND FOOTING DRAINS AN REROUTE AS NECESSARY TO NEW STORM DRAIN SYSTEM. 3. SEE DETAIL 7/C3.1 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION. d � ggg EJ 4. FIELD VERIFY LOCATION AND DEPTH OF EXISTING STORM DRAIN PIPE. 5. PROVIDE NEW ROOF AND FOOTING DRAINS FOR NEW BUILDING CONSTRUCTION (SEE DETAIL 11 /C3.1) a CONNECT TO NEW SO SYSTEM NTH 6" MIN. DIA. SO PIPE AT 0.005ft /ft MIN. a- 6. ROOF DRAIN PIPING SHALL BE 6° MINIMUM DIAMETER PVC AT 0.005ft /ft MINIMUM SLOPE, CONNECT TO 3 3 w NEAREST STORM DRAIN APPROXIMATELY AS SHOWN. PROVIDE CLEANOUTS PER DETAIL 12/C3.1 AS SHOWN AND AT ALL ANGLE POINTS f0 Y 7. FIRE HYDRANTS ARE REQUIRED BY CITY OF RENTON TO HAVE " STORZ" TYPE ADAPTERS. MODIFY RELOCATED > HYDRANT AS NECESSARY. m 8. FIRE HYDRANT BEING RELOCATED SHALL BE TESTED USING CITY OF RENTON CRITERIA 7- 14.3(4) AND 7- 14.3(1) OR REPLACE NTH NEW HYDRANT SPECIAL NOTES: z 0 N 6 z UTILITY LOCATION INDICATES THAT THE PHASE 1 (1998) WATERLINE WAS NOT CONSTRUCTED AT THE DESIGNED LOCATION IN THE VICINITY OF THE PHASE 2 BUILDING ADDITION. RELOCATING THE WATERLINE TO THE PHASE 1 DESIGN LOCATION SHALL BE PART OF PHASE 2 CONSTRUCTION. THIS WILL FACILITATE CONSTRUCTION OF THE PHASE 2 BUILDING AND PUT THE WATERLINE IN THE RECORDED EASEMENT. AS -BUILT This design drawing has been updated with information provided by the construction contractor and /or independent field survey to reflect finish construction. The completeness and accurancy of the revision is dependent on the information provided. The designation bu6Y applies to the following portions of this drawing. Wc1G1. Mlah EA. By Date: 0 9. FIRE HYDRANTS SHALL BE COREY TYPE % E ) _ _ _ _ _ _ _ _ _ _ _ _ MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 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 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WTH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. EXIST 8" DI CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. WATERMAN TO 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 BE REMOVED 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. EXISTING 15' WATERLINE STORZ CAP TO HAVE SYNTHETIC MOOED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE EASEMENT (TYP) 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 13 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTIUTY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WTH PIPE CLEANING 'PIGS' PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WTH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG- ONLY. 17. "PIGS' SHALL BE CYLINDER SHAPED WTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WLL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE NTH 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 MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS USTED 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 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 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 SCHEDUUNG. 21. TWENTY -FOUR (24) HOURS NOTICE WLL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 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 ACCOMPUSHED 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 BACKFlUJNG 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 STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBUC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE OUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND 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 WTH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, 1 WTHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. r I 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 _ J AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. RENTON SANITARY SEWER NOTES & SPECIFICATIONS 18' TO 20' BEHIND BACK OF CURB OR 12• BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WTH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8• TOP SECTION 4.875' r 5• STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PACE 8090). MAX RAISED PAVEMENT MARKER TYPE Be MIN 2' A8 STIMSOMTE TWO -WAY BLUE 4'J• MIN - CONCRETE BLOCKING MAIN LINE TEE. WTH 6• FLANGE SIDE OUTLET. 6' GATE VALVE (FL X M.) AWWA C -509, RESILIENT SEAT 6• DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 18• u 8' x 4' 2 -3/4' CON- TENSIEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3 -TO 318•) MIN. \l' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETN YLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN S RADIUS LEVEL ALL GROUND MIN 3' RADIUS 1 4.e7s• . s• i6 STORZ ONE MAN ROCK 6� FILL CUT HYDRANT LOCATION IN CUT OR FILL SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH 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 WTH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC 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 DRAWNG 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 UTIUTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKRLLED WTH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WTH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WTHIN 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 WTH 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 WLL BE SUPPORTED ON AUNIFORMLY 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. s PECOMMENCIED FOR APPROVAL BY: DATE: BY: DATE: BY: DATE: BY: DATE: CAA BEFOW YOV D/G 1- 800 - 424 -5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE ( IN FELT) 1 inch = 20 & .................... .................... ..Cw.ww.WWwWw..WWww. ................... ° 205 Front St S. tel. 425-391-1415 : * I mcquah, WA 98027 WWWAeccivil.corn I ExPWES 6/10/07 1 DRANAGE AND UTLM C2.1 N