The URL can be used to link to this page

Home My WebLink AboutR-383014cy) 0 0 0 LO T 0 M 00 c.00 M ao 1 �z Z 0 .�......�,. bb 1 U 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS F—+ N 04 N Z prm Cao N Z } 1 1/8 MIN. THICKNESS 0 MH 00 c.00 M �z 1 � Z MIN 18" MAX, .�......�,. � CL IN — 1 03 U p,i i 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS F—+ N prm Cao N Z } 1 1/8 MIN. THICKNESS FINISHED CSE, ELEVATION FT IV iN. COVER (10—INCH DIAMETER AND UNDER) 4 FFT MIN, COVER (1 _„IIT DIAMETER AND OVER) NEW WATER MAIN I POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TFMPGRARY * GALVANIZED PIPE AND 2.' GATE VALVE `e INSTALL. 2” T?'LOG ON POP SRN FLANGE AFTER REMOVAL OF P C3I.'IC7 SIZE OF VERWJL CROSS BE TH WOE AS SIZE OF M INE VEIL CROS (w X FL) ONE BLIND FLA"t ON TOP OF CROSS W(TH 20 TAP & 2" TIEMP0*ARY SLOW -#F ASSEMBLY (REMOVE SLOW -OF ASSEMBLY AIS *WALL 2" PLUG AFTER RO AL Dv MING -POLY-m-) NE WJN3 FLAN11E. ON BOTTOM OF CROSS ONE Pt (MJ) ON END OF CRM OOWIRETE SLOOWNG A.L. DORIS Ahs POLYPIGS SIS BE REMOVED nWM SUMP OF VES Ci4fCtW ISE .rECTX)N NEW WATER MOAN ice. - 30.4 iJURLIC SDL4C[[i3 DEPARTMENT WATER MAJI .M.ARCH 2010 PLAN VIEIItN_ m EARS IN DIRECTION OF c.00 WATER MAIN AND WORD .00 gE J 12" "WATER" CASA' IN70 IT Z MIN 18" MAX, .�......�,. � CL IN — FINISHED CSE, ELEVATION FT IV iN. COVER (10—INCH DIAMETER AND UNDER) 4 FFT MIN, COVER (1 _„IIT DIAMETER AND OVER) NEW WATER MAIN I POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TFMPGRARY * GALVANIZED PIPE AND 2.' GATE VALVE `e INSTALL. 2” T?'LOG ON POP SRN FLANGE AFTER REMOVAL OF P C3I.'IC7 SIZE OF VERWJL CROSS BE TH WOE AS SIZE OF M INE VEIL CROS (w X FL) ONE BLIND FLA"t ON TOP OF CROSS W(TH 20 TAP & 2" TIEMP0*ARY SLOW -#F ASSEMBLY (REMOVE SLOW -OF ASSEMBLY AIS *WALL 2" PLUG AFTER RO AL Dv MING -POLY-m-) NE WJN3 FLAN11E. ON BOTTOM OF CROSS ONE Pt (MJ) ON END OF CRM OOWIRETE SLOOWNG A.L. DORIS Ahs POLYPIGS SIS BE REMOVED nWM SUMP OF VES Ci4fCtW ISE .rECTX)N NEW WATER MOAN ice. - 30.4 iJURLIC SDL4C[[i3 DEPARTMENT WATER MAJI .M.ARCH 2010 PLAN VIEIItN_ VALYL C;'ERATICN NUT EXTEI SIQN NOTE; EXTENSIONS ARE REQUIRED WEN VALVE NU IS MORE THAN 71AREE 3 FEET BELOW FINISHED GRADE, EXTENSIONS ARE TO BE A MINIMUM CSE ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. OTE;, ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT.. V'AL'VE MARKER NOTES: VALVE MARKERS SMALL_ BE EQUAL.. TO CARSONITE UTILITY MARKER VALVE MARKER DOST TO BE USED FOR A,L.L. MAIN LIFE: 'VALVES (}UT IDE PAVED AREAS M'L : I:,.fC WORKS VALVE BOX, MAPKER & OPERATING TDEPARTMFNT NUT EXTENSION 9w. PLO - .1 MARCH 2010 D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. IRE I1'd1?RAN1. SHALL BE C0.ff_,`i_'TrPC EQUAL TC 11WA f--5110 511 P 101YIPIRE ION YPE SUCH AS CLO* ME ALL"014, F� � �� I�� EIDER a.UPER CET4 RICN 200,. AND PACCR WTH 6" NE01ANICAL. 10INT INLET WITH a..UGS. 5-1 Y,.4� %44N VALIk. 0PE4ING. TWO 2-412* 10SE CONNECTIONS NATIONAL STAND.ARD THREADS. 4 PUMPER ,0NNECTION are oF suxqs r RE.4v mTH A STGRZ ADAPTOR, 1-075" I ,Ai � ,.�. THREAD ) 5"' S.TORZ, ATTACKED AI T€ 1/90 STAINLESS ;TEED. (,'ASL k, ' 4' PEN-TAGO'. 3 ERA,T)IN NUT. FIRE HYDRANT T SAINT Naz 5780-563 DTIC AC9`vtIC GLOSS, SAFErLLOWOR WPRCVP� ECKJAL. PUMPER CONNEC1 TO F-AOADWAY OR AS )IRE'C:T'ED 9Y RENTON FIRE 0F4APT%IIFNT, FIRE HYDRAT EXTENSION L USED IF i EOUIRE;rl 'URB O *2o SEI IIID BACK OF 9DEWAI.Y T14AT J'S ADJACENT T I I CURB , FAD APOILIN i-0 MATCH HMRXNT ra = h 3 ,_-EXPANSION JON ; AT „ BAS SIDEWALK -*C CAST 00N, VALVE OX t LjG ITH xI: EQItA1.. 3't" <QL_'OV.IC FI:iNChR°s,, CO SC`ANI:nARC: °OF$: SECT44 OTH RFGUF.AR BASE SEC TIM' LENGTH TO vi`lr`o,AILVE. NUT' EXTENSION AS FQfUI rf, RASED PAVEMIENT MARKIER TYPE 88-A ST MSONI''T ° `)VO -WAY BLUE ISL, LLCTh CONCRE TE 4. x}s ` GAL V;.° ;:`I.�; F,3 �A�r% Ia;:T SEA .f ' 0, 1, w T, -E sR 0N1 P9PE, CLASS 52 C:•EFOENI UNEC, LENGTH TO I - Poo: dLCIP TT,4. �EII�i `111____1/'2 ,"IRO`°"�, `�fA DRAIN ROCK i' ABOVE BOOT T :GE. LACE S MIL El€ eoi�IIsER I41 Y'I $ T SCI rF 1 *`til FILM AROUND TOP AND SIDES OF GRAVEL. MIN RADUS MIN 3.' SAE-. ONE MANROCA ..r CI04E : FAD = 6 Cf -v TE PAC 119 I:_ . L PLTB,LIC WOR FIEF HYDRANT ASSEMBLY DEPARTMENT MARCH 2010 T€STINC DETAIL .lJ• Pmr I - : 0 NEW DA. WATER LINE 1 TAPPING TFE �MFIxfQ VERTICAL OSS(M, L.) FOR POLYPIGGIING TAPPII+I>G CRATE VALVE (F"L. )(M,I) 1—BUND FLANGE ON TOP METH 2" TAP AND 2" PLUG I EI►1PORARY PLUG (MJ)) Thi 2—INCH T � Y �� D � I'� 4 BOTTOM AND 2—INCH IILOW-O ASSEMBLY O J) VAT14 r TAP & 2" SLOW -OFF 0ONC RETE EILOCKING TEMPORARY BLOCK =INAL, CC3l+iEN CTION DETAIL LVEW D.I. WATER LINE. I AFTER ALL CLF-AN414G BY POLYPIC, P REMIRE TESTIN AND DIS94FECTtON, RENOv'E 11EMPORAY BLOCK & SLOW -OFF AND CONNECT TO VALVE WITH Dj. SLEEW (mi) & C.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTE 1. TAMNC TMS SHALL BE MADE OF CAST l it►,, DUCTILE IRON OR 91OXY-00ATED STEEL. BOLTS AND NUYS SHAL BE COR ---'TEN, ALL TEES AND VALUES SHALL 9E WAIM 10ESTIED SORE TAP 2. NO $12E ON SIZE TAE'S ON CAST -OM WATER Lim. TAP SHALL OE AT LEAST r SOALLER DIAMEIER THAN THE EXIS11I+IG MAIN. 3: NO WET 'TAIL ON ASKSM +CIwWNT LINE OR ST'EEI.. LINE A. WET-TAM4 OF EXSV4 CITY OF RMTON WATER MAIINS JMLL. ft DONE BY SPIEIt TAPS' OR SJMIOR TAPM;rM INC. S. CON"ACTOR $HALL P+tMOLE AND VEPWY TIS HOINZONTAL ARID VWTICAL ALIGNMENT Of EXISTING LINE OR STUB AND SHALL. START LAYING THE NEW UNE AT THE 'SAME HORIZONTAL AND VER1ICAw. ALIGNMENT OF THE EASTING Via.. 6. CITY FORCES WILL F°'OF'ORM THE FINAL CONNECTIM FROM 1HE WATER UNE TO THE TAPPING VALv'E 'LATH D.f. SLiEEVE AND 01. SPOOL + PUBLIC IC WORK , CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPtNG TEE & VALVE MARCH 201. 0 ti► L •TF 0 r° • 2 I° SO 27460 O • °F•• O!STE sS�OHlil ��► 07/01 /2015 NO. 2" CLAS *2n CLA CLA MIN IMIN I— MIN, —I MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS 13 x24" PLASTIC METER BOX EQUAL TO MID-STAWS PLASTIC,, VALVE BOX LID WTH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT 12" "WATER" CASA' IN70 IT MIN 18" MAX, .�......�,. INC. MSCI -1324—R `I111i READER UD AND 2" DRILIM HOLE 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS , .1_ 114 DIA, prm F'OR TOUC HREAD PIT UO (SEE DETAIN A—A) } 1 1/8 MIN. THICKNESS SEE DETAII� wM IECE CASA' RON VALVE 1 IN UN*APROa W 111104T OFw WAY WSTALL MET" BOX AT BOX, RICH -SEATTLE TYPE OR OLYMPIC FOUNDRY I., STEED PROPERTY LINE 9M TH 12" ' LENGTH AS REQUIRED I/8" MIN, THICKNESS 2-1/4- INSIDE MEASUREMENT 9" MIN SIDEWALK 12" MAX V VALYL C;'ERATICN NUT EXTEI SIQN NOTE; EXTENSIONS ARE REQUIRED WEN VALVE NU IS MORE THAN 71AREE 3 FEET BELOW FINISHED GRADE, EXTENSIONS ARE TO BE A MINIMUM CSE ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. OTE;, ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT.. V'AL'VE MARKER NOTES: VALVE MARKERS SMALL_ BE EQUAL.. TO CARSONITE UTILITY MARKER VALVE MARKER DOST TO BE USED FOR A,L.L. MAIN LIFE: 'VALVES (}UT IDE PAVED AREAS M'L : I:,.fC WORKS VALVE BOX, MAPKER & OPERATING TDEPARTMFNT NUT EXTENSION 9w. PLO - .1 MARCH 2010 D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. IRE I1'd1?RAN1. SHALL BE C0.ff_,`i_'TrPC EQUAL TC 11WA f--5110 511 P 101YIPIRE ION YPE SUCH AS CLO* ME ALL"014, F� � �� I�� EIDER a.UPER CET4 RICN 200,. AND PACCR WTH 6" NE01ANICAL. 10INT INLET WITH a..UGS. 5-1 Y,.4� %44N VALIk. 0PE4ING. TWO 2-412* 10SE CONNECTIONS NATIONAL STAND.ARD THREADS. 4 PUMPER ,0NNECTION are oF suxqs r RE.4v mTH A STGRZ ADAPTOR, 1-075" I ,Ai � ,.�. THREAD ) 5"' S.TORZ, ATTACKED AI T€ 1/90 STAINLESS ;TEED. (,'ASL k, ' 4' PEN-TAGO'. 3 ERA,T)IN NUT. FIRE HYDRANT T SAINT Naz 5780-563 DTIC AC9`vtIC GLOSS, SAFErLLOWOR WPRCVP� ECKJAL. PUMPER CONNEC1 TO F-AOADWAY OR AS )IRE'C:T'ED 9Y RENTON FIRE 0F4APT%IIFNT, FIRE HYDRAT EXTENSION L USED IF i EOUIRE;rl 'URB O *2o SEI IIID BACK OF 9DEWAI.Y T14AT J'S ADJACENT T I I CURB , FAD APOILIN i-0 MATCH HMRXNT ra = h 3 ,_-EXPANSION JON ; AT „ BAS SIDEWALK -*C CAST 00N, VALVE OX t LjG ITH xI: EQItA1.. 3't" <QL_'OV.IC FI:iNChR°s,, CO SC`ANI:nARC: °OF$: SECT44 OTH RFGUF.AR BASE SEC TIM' LENGTH TO vi`lr`o,AILVE. NUT' EXTENSION AS FQfUI rf, RASED PAVEMIENT MARKIER TYPE 88-A ST MSONI''T ° `)VO -WAY BLUE ISL, LLCTh CONCRE TE 4. x}s ` GAL V;.° ;:`I.�; F,3 �A�r% Ia;:T SEA .f ' 0, 1, w T, -E sR 0N1 P9PE, CLASS 52 C:•EFOENI UNEC, LENGTH TO I - Poo: dLCIP TT,4. �EII�i `111____1/'2 ,"IRO`°"�, `�fA DRAIN ROCK i' ABOVE BOOT T :GE. LACE S MIL El€ eoi�IIsER I41 Y'I $ T SCI rF 1 *`til FILM AROUND TOP AND SIDES OF GRAVEL. MIN RADUS MIN 3.' SAE-. ONE MANROCA ..r CI04E : FAD = 6 Cf -v TE PAC 119 I:_ . L PLTB,LIC WOR FIEF HYDRANT ASSEMBLY DEPARTMENT MARCH 2010 T€STINC DETAIL .lJ• Pmr I - : 0 NEW DA. WATER LINE 1 TAPPING TFE �MFIxfQ VERTICAL OSS(M, L.) FOR POLYPIGGIING TAPPII+I>G CRATE VALVE (F"L. )(M,I) 1—BUND FLANGE ON TOP METH 2" TAP AND 2" PLUG I EI►1PORARY PLUG (MJ)) Thi 2—INCH T � Y �� D � I'� 4 BOTTOM AND 2—INCH IILOW-O ASSEMBLY O J) VAT14 r TAP & 2" SLOW -OFF 0ONC RETE EILOCKING TEMPORARY BLOCK =INAL, CC3l+iEN CTION DETAIL LVEW D.I. WATER LINE. I AFTER ALL CLF-AN414G BY POLYPIC, P REMIRE TESTIN AND DIS94FECTtON, RENOv'E 11EMPORAY BLOCK & SLOW -OFF AND CONNECT TO VALVE WITH Dj. SLEEW (mi) & C.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTE 1. TAMNC TMS SHALL BE MADE OF CAST l it►,, DUCTILE IRON OR 91OXY-00ATED STEEL. BOLTS AND NUYS SHAL BE COR ---'TEN, ALL TEES AND VALUES SHALL 9E WAIM 10ESTIED SORE TAP 2. NO $12E ON SIZE TAE'S ON CAST -OM WATER Lim. TAP SHALL OE AT LEAST r SOALLER DIAMEIER THAN THE EXIS11I+IG MAIN. 3: NO WET 'TAIL ON ASKSM +CIwWNT LINE OR ST'EEI.. LINE A. WET-TAM4 OF EXSV4 CITY OF RMTON WATER MAIINS JMLL. ft DONE BY SPIEIt TAPS' OR SJMIOR TAPM;rM INC. S. CON"ACTOR $HALL P+tMOLE AND VEPWY TIS HOINZONTAL ARID VWTICAL ALIGNMENT Of EXISTING LINE OR STUB AND SHALL. START LAYING THE NEW UNE AT THE 'SAME HORIZONTAL AND VER1ICAw. ALIGNMENT OF THE EASTING Via.. 6. CITY FORCES WILL F°'OF'ORM THE FINAL CONNECTIM FROM 1HE WATER UNE TO THE TAPPING VALv'E 'LATH D.f. SLiEEVE AND 01. SPOOL + PUBLIC IC WORK , CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPtNG TEE & VALVE MARCH 201. 0 ti► L •TF 0 r° • 2 I° SO 27460 O • °F•• O!STE sS�OHlil ��► 07/01 /2015 NO. 2" CLAS *2n CLA CLA MIN IMIN I— MIN, —I MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS 13 x24" PLASTIC METER BOX EQUAL TO MID-STAWS PLASTIC,, INC. 9CE SERIES MSSCF 3324-18 WITH 1.75" THICK I)UCTLE CITY W- I#TON DIAMOND PLATE COVER EQUAL TO MID—STATES PLASTICS, .�......�,. INC. MSCI -1324—R `I111i READER UD AND 2" DRILIM HOLE pip" prm F'OR TOUC HREAD PIT UO (SEE DETAIN A—A) 1 IN UN*APROa W 111104T OFw WAY WSTALL MET" BOX AT PROPERTY LINE 9M TH 12" ' LONG GGraM TAB.Pl . 9" MIN SIDEWALK 12" MAX FINISH GRADE a x r.... CTQX>mm *ATM METER TO BE t< SL44 1. D 9"T Tw 36" IMIN COVER ' � � CITY TYPE *K* SOFT 22 1 f 2` NEW SON WATERMA I IF SIERVICE UW TO 14OUSE I5 3/4" OR 1• TO 8E INSTALLED IN T1'IE FUTURE GALVANIZED INSTALL FORD 014-33 OR 44 FIPT PLUG x COMPRIQN COUPLING LOOP DOVM TO CENTERLINE Or WATER MAIN TO PROVIDE SLACK IN COPPER CWPNWTXR FIN 5d>!C'gj1r ANN, FORD SERVICE LIFE TO METER. \602-150-44-= OR McDNAtD BRASS-. 21-215W4033, OR MUELLER: 3/4-8-2470-2 MATH ANGLE BALL VALVE ON INLET AND t.E CHIE(X VALVE ON OUTLET CORPORATION STOP *114 BALL VAL`IEF. ORD - FORD W"72-15MM-+44-44G, OR TAPERED THREAD (CC). WCK JC3{NT Mali7OK&O NRAS& 21-415101100044, OR MLEL.L . 1-0-2470-2 k3/4* F"81000-3-0) OR AY MCDONAW 47418 80TH INLET AND OUTLET iAiTH QUICK JOINT. PADLOCK WIGS ON (1" M000-4-0) OR AY MCDONALD 47018 INLET ANME BALL. VALVE AND SBiME CWO( VALVE ON OUTLET. ALL n TnMGS SHALL BE VOTH QIrRCIC JOW 'COTE: ALL METER SOXES WSTAL,L.ED 141HIIN C MCRET'E OR PAVED DIRAW-WAYS SHALL, Of CAST-;RON ECA)AL. TO OLYWC FiOL N€iARY.. EXPANSON JOINTS MUSH INS INSTALLED ON BOTH SIDES OF METER BOX - A. -. ADRILL L DIA- HOLIF FOR AMR (AUTOMATIC INTER RIEAD) 10JO AD DEVICE j7 EE 2--1/2* v, FROM NEARESTE_ AND FROkT EDGE OF 0'I'T LID F48 NOTE: THE CENTER OF THE HCS MUST BE AT LEAST 10 FWW UNDERNEATH RIBS UNLESS TETE: RIB SPACING ALLOWS THE NUT TO 'nGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONe Rio, Sle AI~it3 I" WATER SERVICE M. PLAN - awl _CT AR' `M R Nl' NOVEMBER 2009 OF CURB OR OF PAVEMENT — 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN -r+-�-r�r�� .e.e e_e.�.e �_� �.. ..................... . B„\ -!ACP CLASS `E' OR `' 2 CLASS B 6” CRUSHED SURFACING TOP COURSE ;EN TER LINE OR .ANE LINE CRUSHED ROCK, FLOWAB LE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CITY OF >IIIIIIKIM STAIIIIIIIIIJIM PLUM -� Uff DM: 12/96 DWG. NAME: HR -23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: LANKTREE SURVEYING SCALEIbN'`Nw NN1�ml, 1w1 CITY OF NANTUCKET SHORT PLAT 07/01/2015 �NEO: IO D.L. OFFE, P.E. NANTUCKET AVENUE, LLC �I: _ RENTON D.L. OFFE, P.E. wcH DATUM WATER DETAILS &NOTES O"ECM' AT PULL sow Planning/Building/Public Works Dept. F mw OIE Mrt*I 2820 PARK AVENUE NORTH REVISION BY DATE AP P R m""AD: '" 0"E '00""1i0LY 8 UT 14 20 3$ ,>0 x 1,3002