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HomeMy WebLinkAboutS-338305nkL,AWRANT AA115. COREY E - m f wYppssvDx MEs�ar AS w uuoM M- PM,EEA RIM ]00. AHD DJs RGflt }H D lml9.lD"L .a1Nr:;Nfx7 n+ / Y AEVtaPEtpx rdd z 1n• ND$ +tOxN @D,10N AnW Ar,DAn CDN Bn:E. an De sax m e aRZ n TxT,Am DNA + WIm TN . ADAPTOR, A h &A TRE .HEAD OR ru - �ESs '1 Y "U A 6nx6 Fl E NroRµ -TO BE'PNN�E° WEM CDA .Ni,, FIN HELL% OORE7pAE5.V nTE NNY.,�mo-sbt IY. A nl tl. 5 sAmY SEUOW ql APP1 W. E VFI. W Ppi =,,.c,.-T. i M1D WA 99:. q�RED,F6 RMTDN FIRE . DRE ANT EMERSION TO D5. F, PEW RE0. 1 - D 20 B8iIN0 BAGR Of CD DU ` D TWJ -P ,TIM vK .[ p� "L LAR B P g W IExOn1'TD �Ii xzE xcr ers , s s pOroENSIM As - EDUm. (sEE Dwc BNU /PACE a°BD1. o. 1 �Ae SnYvE N R MENT.MµaEA'TTPE ee re1ND•WAY BWE p�MN CglrAEiE BLDCIDND pr LINE TEE xl . DUE MRET FSDB R "r. SEAT \ i� _ n ] gN axxua UNDER x 1 ES0. 7A rLL MDDR H I n ADD - f3-ro Y l uia i AD d:YEINYI EE .1N AN.. EDP AND SID. Of MAVB FEE HYDRANT ASSEMBLY Mx 3 R DDa u mwND siM B aNE Yµ RUDN, .MIN T RApV$ i FILL CUT HYDRANT LOCATION IN CUT OR FILL FTRR HYDRANT ARSE LY DETAIL v' Dwrz� "N°"m wiw R 50 Br DWG. NAME: 8102 SP PAGE:8102 FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK 1111160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.0. TYPE 'A' BLOCKING k 22 112' - 30' VERTICAL BENDS PAINT AS FOR V.B. 8 LJ TEmxC of r _ ' V.B. 4 TURNBUCKLES S a wnw i WhiEAiirYE ' THREAD "o as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION f Y Awmc RE (Y.Aa) vERD MD'>5(xlkl7 PDL>TWwD RD ux� za„G. ©value® \� A, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS (L 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 CEMENT NOT TO SCALE CONCRETE m CLASS B UNDISTUBFD EARTH 0 MMm©®m�e w DE A DUN "EDRe„ W i ti■ ®am® ©aim 0 IJJ AND FlNk _UN U 1 FPPYS n T '5r£W'Sr ea$ µs'w ` p1B ,ER�Urv6 BE na� M6>p n �'�m�im Wyvrm rt r"ic•MC.'.m TRE ­AL AND IN, 11 „NE ,NE TAPPYD AL.E Y,y ° E°„T N,o v m CORNRCI w DwL wl;r m&,E?a`ETMG WATER�aaM Bn,i a AymmN .., ,:: >•. _ DA s s... sr , Bjvc xu'0„�awn: $P aACE$F,�i,,". WET-TAP DETAIL 1 NOT TO SCALE nkL,AWRANT AA115. COREY E - m f wYppssvDx MEs�ar AS w uuoM M- PM,EEA RIM ]00. AHD DJs RGflt }H D lml9.lD"L .a1Nr:;Nfx7 n+ / Y AEVtaPEtpx rdd z 1n• ND$ +tOxN @D,10N AnW Ar,DAn CDN Bn:E. an De sax m e aRZ n TxT,Am DNA + WIm TN . ADAPTOR, A h &A TRE .HEAD OR ru - �ESs '1 Y "U A 6nx6 Fl E NroRµ -TO BE'PNN�E° WEM CDA .Ni,, FIN HELL% OORE7pAE5.V nTE NNY.,�mo-sbt IY. A nl tl. 5 sAmY SEUOW ql APP1 W. E VFI. W Ppi =,,.c,.-T. i M1D WA 99:. q�RED,F6 RMTDN FIRE . DRE ANT EMERSION TO D5. F, PEW RE0. 1 - D 20 B8iIN0 BAGR Of CD DU ` D TWJ -P ,TIM vK .[ p� "L LAR B P g W IExOn1'TD �Ii xzE xcr ers , s s pOroENSIM As - EDUm. (sEE Dwc BNU /PACE a°BD1. o. 1 �Ae SnYvE N R MENT.MµaEA'TTPE ee re1ND•WAY BWE p�MN CglrAEiE BLDCIDND pr LINE TEE xl . DUE MRET FSDB R "r. SEAT \ i� _ n ] gN axxua UNDER x 1 ES0. 7A rLL MDDR H I n ADD - f3-ro Y l uia i AD d:YEINYI EE .1N AN.. EDP AND SID. Of MAVB FEE HYDRANT ASSEMBLY Mx 3 R DDa u mwND siM B aNE Yµ RUDN, .MIN T RApV$ i FILL CUT HYDRANT LOCATION IN CUT OR FILL FTRR HYDRANT ARSE LY DETAIL v' Dwrz� "N°"m wiw R 50 Br DWG. NAME: 8102 SP PAGE:8102 FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK 1111160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84, SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.0. TYPE 'A' BLOCKING FOR 11 1/4' - 22 112' - 30' VERTICAL BENDS PAINT AS FOR V.B. SHACKLE RODS RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN V.B. 4 TURNBUCKLES - THREAD "o as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS �i E ®av 3[4" STRAIGHT BALL DRIP VALVE ©value® \� 1-j /2" DRAIN ROCK, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 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). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 CEMENT NOT TO SCALE CONCRETE m CLASS B UNDISTUBFD EARTH • S 1 gy WHEN IN PAVING LINING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL GRADE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS XY - COATED TIE -ROD SWING -TYPE GRAVITY OPERATED 7, CAST IRON AND DUCTILE IRON FITTINGS SNALL BE CEMENT LINED, PRESSURE RAZED AS NOTED ON PLANS AND IN ACCORDANCE WTH ANSI /AWWA C110/A21.10 -87. CEMENT RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN OR D.I. ACCORDANCE WITH EITHER ANSI /AWWA 0110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL . - t JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA GIIO/A21.10.87 AND ANSI /AWWA G153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS �i E ®av 3[4" STRAIGHT BALL DRIP VALVE ©value® N0- TAPPED INTO INVERT OF PIPE 1-j /2" DRAIN ROCK, mom 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 ©mm�m INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, 111'0 2 -1 f 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). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. NOT TO SCALE 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 m mmammvala� MMm©®m�e ti■ ®am® ©aim mmm•samval■® m ® ®a��DaID� mm ® ©m ®maims Ali ®aO�Dail m , E a�mm•® mmma�mma� mm�omGar® CEDAR RIVER CORPORATE PARK !�ATERSHNOTESP&OSPEE AFICATIONS TER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTIC.; TYPE 'B' BLOCKING 2 -1 2' FDC B "x8 "x4" TEE 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 / TWO -WAY FREE STANDING CHROME- / WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL 8E NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT FOR 45' VERTICAL BENDS iJPLATED FIRE DEPARTMENT CONNECTION / OF WAY. PAINT AS FOR 5" STORZ FITTING ATTACHED TO A 30' TURNDOWN 4. 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 SHACKLE RODS ID PLATECAST BRASS W /1" HIGH TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555. CHAI LETTERS "AUTO SPRINKLER" 4 TURNBUCKLES ve 48" MAX. 5, AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. O 18" X 18" X 8" PRECAST CONIC. VAULT W/ LOCKING CAST IRON COS, NO BASE. _ CONIC. BLOCK 6 ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C119 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR THREAD 6' .a a ad CEMENT S CONCRETE CLASS B UNDISTUBED EARTH 18" H2O LOADING MIN WHEN IN PAVING LINING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL GRADE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS XY - COATED TIE -ROD SWING -TYPE GRAVITY OPERATED 7, CAST IRON AND DUCTILE IRON FITTINGS SNALL BE CEMENT LINED, PRESSURE RAZED AS NOTED ON PLANS AND IN ACCORDANCE WTH ANSI /AWWA C110/A21.10 -87. CEMENT RAPPED IN RDLY- EATH, REGARDLESS IF CHECK VALVE LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 31'0 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN OR D.I. ACCORDANCE WITH EITHER ANSI /AWWA 0110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL . - t JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA GIIO/A21.10.87 AND ANSI /AWWA G153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING as11ND1 AT FlAL BCMF WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION THRUST AL, SIZING, & FITTINGS CONIC. VALVE 10-4.3 OF ANSI/AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. BLOCK NS SUPPORT, 12" 8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C5DO) OR OF RESILIENT SEATED 3[4" STRAIGHT BALL DRIP VALVE HIGH (MIN) TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. N0- TAPPED INTO INVERT OF PIPE 1-j /2" DRAIN ROCK, FR 3,67 12 MIN. DEPTH 9, FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE 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, 111'0 2 -1 f 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). FIRE DEPARMENT CONNECTION IFDCI 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT 5 STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. NOT TO SCALE 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 3 THRUST BLOCKING N.T.S. NOTE NETDI Bevil IleiiAUg1 MrME LOxORE2�DB'RAVD) CNNUW.q E M "Dn� srei a ueT`m eaDx raNmuv :wneN .mNrs YES« YE wnAUm M A -A Yuha/b'dN. ay NBLrOH:AYN (w1aWAne YE1m rDDMPEfD xERc = MOn• NN.mwIrtANesr TPRRir TP4 a Plr. Lo T N. F I. NOTE: TP[ Ear1M o ME NOTE ml R +n - r rRay UgEAN[AlN ­ .1 29 AF _ BPAmm AumS nF TK R ndlNr FDY K DPM 9OF DT _ A1µ B. •.; z.® at 4JM aEFR.xas TU DR PAF1nA '. TU .61 µ2.P.tWT •M A� '_ � ® 9 •oho N°rB Loa`�t AC¢55' i= s Nsr m v rs,m GAt` F$ }}AppnmB 1 EAx ob'nA Ave Bv. Bta,r- a-o+RY Awmwr Yu Bs dduBE6 ,D mE 1 ..:. �� } h,Y Di.MI,M rOR raEenav s'+NB wevA .. � . NEW. PWN9 mclVDY MT/AfAnul'.R D{N.yA a? �iArED m[Yg EWrM Twe PnE,iY -DVANTUExr rw •. S• "ENIgEM PEnxU IS pErANYD. \ I- JDE qgF f ( w F TM pMCREIE B1wRND : .. (Wnro1.wYN- AYNENL M PAVATC MDPPtt k d ,." sYAU T a - URAN w rqr %BDEIwD >.. { 9NNfG1 Y�4VF Nn ,N(�v,1N£,BDKaaltl aAaf' f ,yT RW ,a1m1ELOOR U.Mi M rAYP°t RUE A EuvAn WcA s- xsp¢. 2n NY� "D.wrcn a,4mE AM.aFE sDDL j-� ?NuNt �N artAL PDmHM aAY� . i'.�N10.K R�bi� I�M.PEW¢51 µSrNIWMS BOLhL trL&.7C aE ODNNY u a DF�E i PAa�ww pDret P e HEWW V1r.56i,RD YM TAWEF 9N1MLi - e M ANW'. Y11N L a A Y°°CVav E - SLY Dpi a Ym°1 VtANDc DR,, ,i aw v3TSmE eullnYo ,1-VL `uY10AjMC DEE M`•WYG "M4`m AQUA AP& DG,EWDMN Dim MysµrxWUy WSWE BULLDMG QEBTAII nT FDA N DW tYd M ,�D� A DRfRLTDR DOUBLE CRRCI( VALV& ABB LY `a P"u"ws•�`"A1.�`iLwrom "ATlcx aP wur DWG. NAME: B117 SP PAGE:6117 TYPICAL INTERIOR DDCVA INSTALLATION 6 NOT TO SCALE REVISION ROLE 2 -0fi. 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 PATH 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 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 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. 16. ALL WATERMANS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED PATH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FF. DENSITY FOAM WITH 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 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 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/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METEREDANJECTED 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 WILL 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 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 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 STREETS MAY BE SPADE 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 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. RECOMMENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY USED FOR CONSTRUCTION UNLESS BY SIGNED BY THE REVIEWING AGENCY BY suAYxYEC BRIT an, ". 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