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Home My WebLink AboutS-3161046 i; pe) 3 lb 0 o rn ch , u_ Q �. CO CL h .. al- 0 w-� 1 U) h i 6 i; r lb W u_ Q �. CO CL h O al- W U) i W - X n i W d uj � i K O o p" 11' M i a► � TIC ►� a� X b y i o i vi 6 vi a Q M o LLJ o Q .'` N V In r lb i o i vi 6 vi a Q M o LLJ o Q .'` N V In 150.00' VC HIGH POINT ELEV = 428.60 HIGH POINT STA = 4 +19.47 LO r`° PVI STA = 3+ 75 PORTION OF THE .1'' . 1/49 OF SEC. TWN 23 Nag RGE 5 E. CITY OF RENTON. WASHINGTON + uui ¢I - - - ._._.. . - - - - - - - -- PVI ELEV = 430.00 .. STA. 4 +19 A.D. HIGH POINT ` K = '12.99 LOW POINT ELEV -= 418-74 w AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16 I $ a _ 100.0 VC PVI STA -- 2 +50 430 : _ Y.... _ _ N P VI V --a- _ _._ _ -- - _ .. _ M ._ - ... ELEV = 418.51 �'� � LTA 0+ 75 A. D. - 9.70 E- € - 419.38 - -� - -- W A.D. 2.50 rw ,� _ 2.35% --� r9 0 v K = 10.31 , i + o I ----'" °° m M IK = 410.00 0 04 EXISTING GROUND CA RIW + + N .- w CL 2 - - - - - -- - _ _. _ . br c) .1. 5 -.� __._ _� . _ __ _ _.. _ __.___- -- -_ -__- -+ -._ -. __. -- .--- __.___ _____t ___ ___ _ ____--- _-- ___-- __-- _- -. - - -- _.- - -_ - -. __ - - - -_- _ m _.._ - i PROPOSED GRADE C,rr'L R fW U v v > > In > W w t STA:5 +38. 10" RT. " - y. .. INSTALL: i h 2 MIN. CLEARANCE ; � 3.00 _ _ 420 -- - - - _-�__ .. __ . - BETWEEN STORM .AND - - PLUG (MJ) �00 ' FIRE HYDRANT RUN - - --- - - - -.� -- - ,,_i W/ COIN(. THRUST BLOiCKING � ! 12" MIN. x`20 lw "- ---� -- MAINTAIN 3!5" MI i - - - - -- I r � j! CLEARANCE J I -4 I STA: 5+38.76.00 RT, I� SSMIH I RIM=426.1It �° r INV=4I4h4 a 8" PVC (06) 410 - _ -� 9 ,z C w l'- lz iw FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929 AND MUELLER SUPER CENTURION 200 MATH 6" MECHANICAL JOINT INLET WITH LUGS. 5- 1,,x'4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE iIHYDRANT EXTENSION TO BE USED IF REQUIRED. N. COVER - 4" MAX. DEFLECTION _-PER JOINT. TYP. - - STA:4 +4Z 10" RT. ~PVC O 1 -8 'x 6' TEE (MJxMJxFL) ' rip 1 -6" GATE VALVE MJxFL fi~ D.I. (LXNGTH AS REQUIRED) 1- F. H. ASSY W/ CONC. THRUST BLOCKING CONCRETE BLOCKING N.E. 18TH CIRCLE 18" TO 20" BEHIND BACK OF CURB HORIZ. SCALE:1 " =20' OR 12" BEHIND BACK OF SIDEWALK 'VERY SCALE: 10=5' THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX 1MTH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION I AS REQUIRED (SEE DWG BR46 / PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO -WAY BLUE. 42. MIN CONCRETE BLOCKING BURY Q INSTALL: 1--12 x8 fjjyPING TEE (FL) 1-- 80TAPPIhIG GATE VALVE (h 11W/ CONIC. THRUST BLOCKING Ex. ssmH 22W a Pvc 4p 4me Iq ' 41D RIM 4 *. t" INV=4444.a- 8» PVC (IN) r o •'�' C��' 1IF111 � I .I TU f Jff" 405.00 2 +00 P 4FILE WATER NOTES AND SP'ECIFlCATIONS 2003 1. THESE NOTES SHALL .APPEAR FOR PROJECTS FOR' THE WATER UTILITY. 2. ALL WORD MATERIAL. SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIE1CA111ONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W5DOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET' OF APPROVED PLAN'S SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTTRUCTIOIW. 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 - 07HERVASE APPROVED IN WRITING. BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTTwIEINiT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ,AD'V'ANCE OF ANY WORK IN THE RIGHT OF (MAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VENFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 - 5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 011!0 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL. CONFORM TO AWWA C104 OR LATEST REMSIION. PIPE JOINTS TO BE PUSH -ON OR MEIGhM.ANICAI JOINT. BEDDING TO BE CLASS G. CAST IRON TEE. MATH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5 -93 N - „ . r 6" GATE VALVE (FL X MJ) AWWA C --509. RESILIENT SEAT STANDARDS. 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE VATH ANSI/AWWA C110/A21.1D -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA 16" x 8" x 4" MININUM '` '` C104/421/4 -90_ IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL. JOINT, THE FITTINGS CONCRETE BLOCK SHALL IN ACCORDANCE %4TH EITHER ANSI /AWWA C11O- A21.10 -87 OR ANSI /AWWA C153/''A21- 53 -94. THREE (3) UNDER HYDRAhIT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") �•.'ot INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN FIRE HYDRANT : �;,�� '� ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A CQMIBINATION OF ANSI /AWWA C110/A2'1.10 87 AND ASSEMBLY ;M`' ,� , ;. ANSI /AWWA IC1.53/A21.5i3 -94 SUCH THAT T114E PORTION OF THE FITTING NTH A MECHANICAL. JOINT(S) MAY BE 12 "x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER SEAL CO. B -10 METER BOX . 6" MIN FINISH GRADE 9" MAX 21" MIN COVER 36" MIN COVER NEW DUCTILE IRON I �- LOOP DOWN TO CENTERLINIE WATERMAIN OF WATER MAIN TD PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP. FORD TAPERED THREAD (CC). PACK JOINT (�3/4" F1000,) (1 F1000) EXISTING CAST IRON OR DUCTILE IRON WATERMAIN ov w 1wit204i 1 'i 22 -1/2' TH ANSI /AWWA C153f'A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN _ ACCORDANCE MATH .AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE 1I1M SECTION 53.53 OF �113l� ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL. BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE GAINER, ' 8. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED., DOUBLE ICI SC WITH BRONZE VWDGIN G DEVICE AND INSTALL METER BOX AT f IN UNIMPROVED RIGHT OF WAY 11 "! 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED s< (l 1� FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE C�LCO�W1 UST 14 � PROPERTY LINE. iirM' � MUELLER a COMPANY NO, A2381D OR M & H. 1"HESE FLANS ARE "AS- BUILT' 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING SIDEWALK 4IND THE INFORMATION SHOMIN AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 MATH A 6 INCH MECHANICAL JOINT INLET AND A MAIN ACCURATELY REFLECTS EXISTING VALVE OPENING (teM.'M�.O.) OF 5 -1/4 INCH. T111C) 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL SOT.AIMIDARD THREADS ': :. ~ ! - • - r �� -• ' ' 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PAW TTE:FtN 6 THREADS PER mil. _4 • M` :yt. .! l'. fr +. - j.- -y. Y� w� - - - - '.fit -"". �' �•'`` "`' ' ' ' '= "'=``S �' " ' '` ' - FIFI D CONDITIONS AS OF THIS INCH. 60 DEGREES V. THREADS: OUTSIDE DIAMETER of MALE THREAD 4.875 AND ROOT pIA1MAETfER 4.6263. TOUCHREAD HYDRANTS SHALL HAVE A 11--1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE WATER METER TO BE 12" MIN (LEFT). SUPPLIED BY THE CITY 36" MIN W SHUPE HOLMBER4 PLA 113 CO R 10. THE TWO 2--1 /'2' INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAP'S WITH OPERATING TYPE "K" SOFT NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUAMMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAM- THREAD X 5 INCH STORZ STORZ ADAPTER SHALL BE FORGET} A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED. FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE. BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA. HOLE FOR TOUCHREAD DEVICE FOR SERVICE FROM EXISTING STEEL NOTE: ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - 3/4" & I " WATER SERVICES 2 1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 2 0,2 1 +00 0 +00 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST REMSION. 15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR. 116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY 17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION, '18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPEERANNG, 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 RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN 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/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD SPECIFICATIIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG. 21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCn.DN. 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 FROMI THE PUBLIC 'WORKS DEPARTMENT. ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICAT)ONS. 25. INSPECTION WALL iBE 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 BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS. 26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-11N. 27. ALL JOINIT 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 PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT S'T'REETS MAY BE SF INX CUT. 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 00STINIG EXPANSION JOINT, 251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. IW63#6#@p < t7w JP4*&) CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL 46= DATE BY DATE By 1 CS[I i MOTE: DATE BY 1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER- jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE UHM S AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION. UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555. SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,� SCAMME D OCT n R FR245 6 M 3/11/03 HIND: 75- 141 -WA 5 9 r, I I W 4 6 In Fc i J F S a h S5 kAj 0 w 150.00' VC HIGH POINT ELEV = 428.60 HIGH POINT STA = 4 +19.47 LO r`° PVI STA = 3+ 75 PORTION OF THE .1'' . 1/49 OF SEC. TWN 23 Nag RGE 5 E. CITY OF RENTON. WASHINGTON + uui ¢I - - - ._._.. . - - - - - - - -- PVI ELEV = 430.00 .. STA. 4 +19 A.D. HIGH POINT ` K = '12.99 LOW POINT ELEV -= 418-74 w AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16 I $ a _ 100.0 VC PVI STA -- 2 +50 430 : _ Y.... _ _ N P VI V --a- _ _._ _ -- - _ .. _ M ._ - ... ELEV = 418.51 �'� � LTA 0+ 75 A. D. - 9.70 E- € - 419.38 - -� - -- W A.D. 2.50 rw ,� _ 2.35% --� r9 0 v K = 10.31 , i + o I ----'" °° m M IK = 410.00 0 04 EXISTING GROUND CA RIW + + N .- w CL 2 - - - - - -- - _ _. _ . br c) .1. 5 -.� __._ _� . _ __ _ _.. _ __.___- -- -_ -__- -+ -._ -. __. -- .--- __.___ _____t ___ ___ _ ____--- _-- ___-- __-- _- -. - - -- _.- - -_ - -. __ - - - -_- _ m _.._ - i PROPOSED GRADE C,rr'L R fW U v v > > In > W w t STA:5 +38. 10" RT. " - y. .. INSTALL: i h 2 MIN. CLEARANCE ; � 3.00 _ _ 420 -- - - - _-�__ .. __ . - BETWEEN STORM .AND - - PLUG (MJ) �00 ' FIRE HYDRANT RUN - - --- - - - -.� -- - ,,_i W/ COIN(. THRUST BLOiCKING � ! 12" MIN. x`20 lw "- ---� -- MAINTAIN 3!5" MI i - - - - -- I r � j! CLEARANCE J I -4 I STA: 5+38.76.00 RT, I� SSMIH I RIM=426.1It �° r INV=4I4h4 a 8" PVC (06) 410 - _ -� 9 ,z C w l'- lz iw FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929 AND MUELLER SUPER CENTURION 200 MATH 6" MECHANICAL JOINT INLET WITH LUGS. 5- 1,,x'4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE iIHYDRANT EXTENSION TO BE USED IF REQUIRED. N. COVER - 4" MAX. DEFLECTION _-PER JOINT. TYP. - - STA:4 +4Z 10" RT. ~PVC O 1 -8 'x 6' TEE (MJxMJxFL) ' rip 1 -6" GATE VALVE MJxFL fi~ D.I. (LXNGTH AS REQUIRED) 1- F. H. ASSY W/ CONC. THRUST BLOCKING CONCRETE BLOCKING N.E. 18TH CIRCLE 18" TO 20" BEHIND BACK OF CURB HORIZ. SCALE:1 " =20' OR 12" BEHIND BACK OF SIDEWALK 'VERY SCALE: 10=5' THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX 1MTH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION I AS REQUIRED (SEE DWG BR46 / PAGE 8090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO -WAY BLUE. 42. MIN CONCRETE BLOCKING BURY Q INSTALL: 1--12 x8 fjjyPING TEE (FL) 1-- 80TAPPIhIG GATE VALVE (h 11W/ CONIC. THRUST BLOCKING Ex. ssmH 22W a Pvc 4p 4me Iq ' 41D RIM 4 *. t" INV=4444.a- 8» PVC (IN) r o •'�' C��' 1IF111 � I .I TU f Jff" 405.00 2 +00 P 4FILE WATER NOTES AND SP'ECIFlCATIONS 2003 1. THESE NOTES SHALL .APPEAR FOR PROJECTS FOR' THE WATER UTILITY. 2. ALL WORD MATERIAL. SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIE1CA111ONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W5DOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET' OF APPROVED PLAN'S SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTTRUCTIOIW. 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 - 07HERVASE APPROVED IN WRITING. BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTTwIEINiT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ,AD'V'ANCE OF ANY WORK IN THE RIGHT OF (MAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VENFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 - 5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 011!0 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL. CONFORM TO AWWA C104 OR LATEST REMSIION. PIPE JOINTS TO BE PUSH -ON OR MEIGhM.ANICAI JOINT. BEDDING TO BE CLASS G. CAST IRON TEE. MATH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5 -93 N - „ . r 6" GATE VALVE (FL X MJ) AWWA C --509. RESILIENT SEAT STANDARDS. 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE VATH ANSI/AWWA C110/A21.1D -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA 16" x 8" x 4" MININUM '` '` C104/421/4 -90_ IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL. JOINT, THE FITTINGS CONCRETE BLOCK SHALL IN ACCORDANCE %4TH EITHER ANSI /AWWA C11O- A21.10 -87 OR ANSI /AWWA C153/''A21- 53 -94. THREE (3) UNDER HYDRAhIT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") �•.'ot INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN FIRE HYDRANT : �;,�� '� ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A CQMIBINATION OF ANSI /AWWA C110/A2'1.10 87 AND ASSEMBLY ;M`' ,� , ;. ANSI /AWWA IC1.53/A21.5i3 -94 SUCH THAT T114E PORTION OF THE FITTING NTH A MECHANICAL. JOINT(S) MAY BE 12 "x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER SEAL CO. B -10 METER BOX . 6" MIN FINISH GRADE 9" MAX 21" MIN COVER 36" MIN COVER NEW DUCTILE IRON I �- LOOP DOWN TO CENTERLINIE WATERMAIN OF WATER MAIN TD PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP. FORD TAPERED THREAD (CC). PACK JOINT (�3/4" F1000,) (1 F1000) EXISTING CAST IRON OR DUCTILE IRON WATERMAIN ov w 1wit204i 1 'i 22 -1/2' TH ANSI /AWWA C153f'A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN _ ACCORDANCE MATH .AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE 1I1M SECTION 53.53 OF �113l� ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL. BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE GAINER, ' 8. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED., DOUBLE ICI SC WITH BRONZE VWDGIN G DEVICE AND INSTALL METER BOX AT f IN UNIMPROVED RIGHT OF WAY 11 "! 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED s< (l 1� FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE C�LCO�W1 UST 14 � PROPERTY LINE. iirM' � MUELLER a COMPANY NO, A2381D OR M & H. 1"HESE FLANS ARE "AS- BUILT' 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING SIDEWALK 4IND THE INFORMATION SHOMIN AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 MATH A 6 INCH MECHANICAL JOINT INLET AND A MAIN ACCURATELY REFLECTS EXISTING VALVE OPENING (teM.'M�.O.) OF 5 -1/4 INCH. T111C) 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL SOT.AIMIDARD THREADS ': :. ~ ! - • - r �� -• ' ' 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PAW TTE:FtN 6 THREADS PER mil. _4 • M` :yt. .! l'. fr +. - j.- -y. Y� w� - - - - '.fit -"". �' �•'`` "`' ' ' ' '= "'=``S �' " ' '` ' - FIFI D CONDITIONS AS OF THIS INCH. 60 DEGREES V. THREADS: OUTSIDE DIAMETER of MALE THREAD 4.875 AND ROOT pIA1MAETfER 4.6263. TOUCHREAD HYDRANTS SHALL HAVE A 11--1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE WATER METER TO BE 12" MIN (LEFT). SUPPLIED BY THE CITY 36" MIN W SHUPE HOLMBER4 PLA 113 CO R 10. THE TWO 2--1 /'2' INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAP'S WITH OPERATING TYPE "K" SOFT NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUAMMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAM- THREAD X 5 INCH STORZ STORZ ADAPTER SHALL BE FORGET} A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED. FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE. BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA. HOLE FOR TOUCHREAD DEVICE FOR SERVICE FROM EXISTING STEEL NOTE: ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - 3/4" & I " WATER SERVICES 2 1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 2 0,2 1 +00 0 +00 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST REMSION. 15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR. 116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY 17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION, '18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPEERANNG, 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 RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN 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/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD SPECIFICATIIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG. 21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCn.DN. 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 FROMI THE PUBLIC 'WORKS DEPARTMENT. ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICAT)ONS. 25. INSPECTION WALL iBE 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 BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS. 26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-11N. 27. ALL JOINIT 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 PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT S'T'REETS MAY BE SF INX CUT. 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 00STINIG EXPANSION JOINT, 251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. IW63#6#@p < t7w JP4*&) CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL 46= DATE BY DATE By 1 CS[I i MOTE: DATE BY 1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER- jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE UHM S AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION. UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555. SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,� SCAMME D OCT n R FR245 6 M 3/11/03 HIND: 75- 141 -WA 5 9 r, I I W 4 A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED. FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE. BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA. HOLE FOR TOUCHREAD DEVICE FOR SERVICE FROM EXISTING STEEL NOTE: ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - 3/4" & I " WATER SERVICES 2 1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 2 0,2 1 +00 0 +00 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST REMSION. 15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR. 116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY 17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION, '18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPEERANNG, 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 RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN 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/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD SPECIFICATIIONS REFERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG. 21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCn.DN. 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 FROMI THE PUBLIC 'WORKS DEPARTMENT. ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICAT)ONS. 25. INSPECTION WALL iBE 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 BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS. 26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-11N. 27. ALL JOINIT 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 PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT S'T'REETS MAY BE SF INX CUT. 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 00STINIG EXPANSION JOINT, 251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. IW63#6#@p < t7w JP4*&) CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL 46= DATE BY DATE By 1 CS[I i MOTE: DATE BY 1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER- jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE UHM S AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION. UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555. SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,� SCAMME D OCT n R FR245 6 M 3/11/03 HIND: 75- 141 -WA 5 9 r, I I W 4