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HomeMy WebLinkAbout1.6-6853 Ph 1 - 5 2nd RevAPPROVED BENCHMARK USED: TOP OF CONCRETE MONUMENT AT THE EAST BOUNDARY OF TRACT 5869-3 AT THE CENTER LINE OF BRIMHALL ROAD. ELEVATION = 373.45 (CITY OF BAKERSFIELD DATUM) t GREENACRES S8 r� !:9 MAX o U-1 -' © w GREENACRES DR. a GREENACRES >_ m OLEO w __� W PROJECT HOLLAND ST. SI TE C.� ENDER ST. GLENN 5T. 29 LANGLEY VICINITY MAP -"- NO SCALE T • AL t BAK RSFI LD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. WATER 10"x10"x8" TEE 1 EA 10"x10"x8" TAPPING TEE 0 EA 8" P.V.C. WATER MAIN 3,188 LF 8" GATE VALVE 13 EA 8" 45' ELBOW 0 EA 8" TEE 9 EA 8" 90' ELBOW 5 LF 1-1/2" WATER SERVICE (LONG) 115 -39- EA 1-1f2" LANDSCAPE SERVICE 1 -4-EA 1" LANDSCAPE SERVICE 1 -4- EA TIE-IN(S) 2 -a- EA SHEET No. INDEX ® 1R 1 TITLE SHEET GENERAL MANAGER, VAUGHN WATER COMPANY DATE VAN GRAYER EAST HALF PLAN VIEW M VAUGHN WATER DETAILS APPROVED BY: VAUGHN WATER DETAILS 33 32 31 30 op COMPANY ENGIIqMk, VAUGHN WATER COMPANY DATE DEE JASPAR R.C.E. 23042 (EXP.12/31 / 23 22 21 �- 22 21 20 19 18 17 16 BENCHMARK USED: TOP OF CONCRETE MONUMENT AT THE EAST BOUNDARY OF TRACT 5869-3 AT THE CENTER LINE OF BRIMHALL ROAD. ELEVATION = 373.45 (CITY OF BAKERSFIELD DATUM) t GREENACRES S8 r� !:9 MAX o U-1 -' © w GREENACRES DR. a GREENACRES >_ m OLEO w __� W PROJECT HOLLAND ST. SI TE C.� ENDER ST. GLENN 5T. 29 LANGLEY VICINITY MAP -"- NO SCALE T • AL t BAK RSFI LD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. WATER 10"x10"x8" TEE 1 EA 10"x10"x8" TAPPING TEE 0 EA 8" P.V.C. WATER MAIN 3,188 LF 8" GATE VALVE 13 EA 8" 45' ELBOW 0 EA 8" TEE 9 EA 8" 90' ELBOW 5 LF 1-1/2" WATER SERVICE (LONG) 115 -39- EA 1-1f2" LANDSCAPE SERVICE 1 -4-EA 1" LANDSCAPE SERVICE 1 -4- EA TIE-IN(S) 2 -a- EA SHEET No. INDEX ® 1R 1 TITLE SHEET R 2 VAUGHN WATER NOTES W MM WEST HALF PLAN VIEW ® C.X�.4? EAST HALF PLAN VIEW M VAUGHN WATER DETAILS sM VAUGHN WATER DETAILS FRED W. PORTER, R E 33448 DATE GENERAL MANAGER, VAUGHN WATER COMPANY DATE VAN GRAYER -�-e 2S-6 `J ..1°r COMPANY ENGINEER, VAUGHN WATER COMPANY DATE DEE JASPAR R.C.E. 23042 CITY LIMITS � W x Z J 0 NORTH BAKERSFIE LD RECREATION & PARK DJSTRICT QCL PER GRANT DEED IN BOOK u 5040, PAGE 288, O.R. 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N 23, PG, 33 -�- K E Y MAP ! ! 00 w CITY LIMITS SCALE: 1'-200' l- N OF 6 SHEETS U) z �y o� �Q U3 w o� U L7 5; uQ V) mo a ACL �'- w wun Z Q 0 Q M(L o C) a < a Q) i DATE 1/22/20`14 I I I PA JOB No. 20788 i SHEET P.M. 5181 BK. N 23, PG, 33 -�- K E Y MAP ! ! 00 w CITY LIMITS SCALE: 1'-200' l- N OF 6 SHEETS WAIER CO 5TRUMON NOTE , 4----- INSTALL 1 1/2' LONG WATER SERVICE PER VAUGHN WATER STD. PLATES 14A & 21 *- INSTALL 1" SHORT WATER SERVICE PER VAUGHN WATER STD. PLATE 3A N INSTALL GATE VALVE PER VAUGHN WATER STANDARDS (D INSTALL 8" PVC WATER MAIN (LENGTH AS SHOWN) INSTALL BLOW -OFF ASSEMBLY PER VAUGHN WATER STD. PLATE 2 TIE INTO EXISTING 10" PVC WATER MAIN AND INSTALL 10"x10"x8" TEE PER VAUGHN WATER STD. PLATE 17 SEE VAUGHN WATER STD. PLATES 10A & 10B FOR SEWER SEPERATION NT: 1. CONTRACTOR SHALL USE ALL ELBOWS, TEES, AND APPURTENANCES AS NECESSARY TO COMPLETE CONSTRUCTION, 2. ALL WATER MAIN AND SEWER/STORM DRAIN CROSSINGS SHALL BE PER VAUGHN WATER STANDARDS. 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BOLERO 28 23 AVENUE 30 31 MOVE PPOSI 32 WATER SERV PROPOSED CE LOCATIONS RIVEWAYS TY � . 35 33 34 PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN ps PROPOSED SEWER MANHOLE --l- - - EXISTING EDGE OF PAVEMENT -- -- --�. swR- -- - EXISTING SEWER Us EXISTING SEWER MANHOLE - - --m w- - - EXISTING WATER MAIN A m - EXISTING WATER VALVE -- --- GAS— - -- EXISTING GAS MAIN � ❑ N C) M -FH SCALE: 1 " =6O' -. 0 30 60 120 a rn ¢ °' CL 3 OD N �i! w o CL 8 MO U RI 23 22 21 20 19 18 17 16 15 14 13 12 IPA OB No. 811 f L. F. 3 w�wwr►r�awww�w�w i 4 BNSF RAILROAD SEE RIGHT FOR CONTINUATION i 22t L.F. u.: -i N LO iE ; ALL U. �paUp wo-9 V)�i�O�Fii�1] HIM? 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CONTRACTOR SHALL USE ALL ELBOWS, TEES, AND APPURTENANCES AS NECESSARY TO COMPLETE CONSTRUCTION. 2. ALL WATER MAIN AND SEWER/STORM DRAIN CROSSINGS SHALL BE PER VAUGHN WATER STANDARDS. 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VA OW WATIM (X**%W SMALL, 000= THE DMA TIM OF MS VIAM SUM " ASKXX, as COUPIAR". *=. Tow- RAM mam"Im SMALL BE By. Illit"mm OR no Aam. VAI" WATER COWMT SHIML MADMAN M STEM M ff HAS 9 ArW ACCUMVP MY M COUPAW, IN IPAR.AakAPM IX A ADM VAUUM WAIM COWN" *"ICM - AM OMM CONSOLTAM OR" W r%OVMW "Ok RXMI(M VAtIaM WATER C"MY 15 NW PROVMM M"" -no-m-19mvim an snupm isms ammi misimorva ORWSAGW1 =9WAt"TWVQW S, JWM"TM 88" CONIOM TO AWWA VAWMAM AM cXXw" or Ze" m� 1 00" STAND&M VAMM WAMR COUPAW STANDARIK WATE OF CALIP05M Me M AbM Of CAW OF Cota=, = MXNM STANDARD, 88" AMYv AS I I 1:110WMW BY IM B100 RMOR SMVW UKVK= AM VAX �WAIfflfffIMMAWAM - WATER MAN NWAU.ED OVER BUT WITHIN 12" OF CROSSING STORM DRAIN. MINIMUM 4" CLEARANCE BETWEEN PIPES. I -STORM DRAW CL 150 PSI WATER PPE SHAD BE INSTALLED AS SHOWN HEREON. NOTE: IT IS PREFERABLE 70 PLACE THE STORM DRAW WATER PIPES AND SEPARATE THEM BY AT LEAST 12'. THIS DETAIL APPUES WHEN STORM DRAIN IS CLOSER THAN 12" To WATER PIPE. ANGLGLE� FRA . LATCHSEE l '2 _ 18 STRAND INSTALL 2" THREADEDMALEIFEMALE ELLiOWy'�Ny� EACH. (/ANIZED-DETAIL EXPANDED EXPANDED METAL ENCLOSURE BE EPDXY UNED AND COATED IA.W.FL PAINTED PER VAUGHN 401w WATER COMPANY 2 � W (2 TVP.) 6TYR -PRERISIF APPROVED �UGTE WAVER ENGINEER 0 TO INSTALLPPELINE & VALVES TO BE ATION. DON. ED BY i' ? rCONCREtE PAD ANGLE IRON 1/2" ANCHOR BOLT thNDED- 3" WITH 3' MIN. CLEARANCE e EDGE cE of CONCRETE DETAIL e (+-- 6' TYP. BAEKTLOW PREVENTER +24'TO BAR Am LOCK ggYY I. ENCLOSURE TO BE WSPUM AT VAUGHN WATER CO. SACKFLOW DEVICE AS DIRECTED BY r FLAT BAR VAUGHN WATER COMPANY. FOR LID 3 4'91 ANGLE 2: METAL ENCLOSURE AND 2X2X1/8' OMAN= APPURTENANCES TO DE PANTED w/OEVOE ANGLE IRON FRAMEBARREVISED: 3/23/07 DEvt�ME 379 UVa 2 LS �• VAUGHN WATER COMPANY COLOR SELECTED BY VAUGHN TER COMPANY� CONTRA TO PREVENT P Y O R BACKFLOW PREVENTION avxn.ow CONCRMDEVICE ENCLOSURE AND SURROUNDING AREA. DATE: 3/12/07 PLATE No. 150 A= ALL STEEL. PPE, VALVES, & FITTINGS SHALL AS BARED TB CLEAR OUvEVAY INSTALL 2" THREADEDMALEIFEMALE ELLiOWy'�Ny� EACH. REDUCED PRESSURE ASSEMN.Y BE EPDXY UNED AND COATED IA.W.FL COVER p NG SCREEN.USE2O O MESH 401w DEVICE AWWA 0213 USING 3M SCOTCHKOTE 134. DRIVE APPROACH y4te' FLgAT1NE x a�X -PRERISIF APPROVED �UGTE WAVER ENGINEER 0 TO INSTALLPPELINE & VALVES TO BE ATION. DON. ED BY VVIC PRIVATE r APCD OR CRO" Na -RELEASE COMPS METERED WATER VALVE AND BE COATED ANO LIMED WITH 3M SCOTCH TOP OF CONCRETE 1/4` PPE WAU OF 24*L "x SERVIM (".) DELDW EXSiWG SLR7FACEi s'0 STEEL ET�'PANDED METAL SEE r JAMES CONTRACTOR SMALL A 11" MRN. CAP ! i ---r BRONZE GATE VN.VVE PLI►TE 158 -aggl� NCC1Rt STOP VAUGHN WATER COMPANY 3V MAX 6, 53M I2' L2" ►LIN. �. DATE: 11/5/91 PLATE No. 8c TRAFFIC AREAS 5'-�v MM L2' ANGLE 16' ANGLE AS 5NCWAN4 DATE: 4/16/07 PLATE No. 120 SLOPE UP MSI. 1/4' PER I = 12PTSO WAATTEER PIPE. EN SEWER uTEiAt Is cLosEtl THAN ((gy�pp DEVICES k!D yLZ r PE, TTUBIMG, Cts t Pl, RUINING, CTS SEE NOTE FLAMM CONNABOVE �E NCTIDWNS Rb, ft. min) 100 ( 2737-P.E um)737 189 (ASTM 2-P.E 3408) SECTION A -A SERVICE PIPING BAlOFt01J DEVICE + 24• � NLS. .A• E �ALyB A .f14i a Agrees A DUCTILE BION OR FUSON �- • 2.5 J VAUGHN WATER COMPANY o JA _ OR MOM SHALL BE CONTINUOUS UUONUSE S LENGTVE H. AIR RELEASE VALVE DETAIL 11 A.Y. MCDONAID 3805 e= NON -TRAFFIC AREAS 80 v�� METER PM L-19, DATE: 3/5/98 PLATE No. 12A REVISED: 3/23/07 250 CONCRETE PAD WITH B-6 io-10 WIRE MESH. 3" .CLEARANCE 250 VAUGHN WATER COMPANY 250 OR 18 150} BACKFLOW PREVENTION j E.-0. P� '-i DEVICE """" 8.900 DATE: 3/12/07 PLATE No. 15A 3•--v H 31-V GATE VALVE, TYP. VALVE RlSM SHALL BE r P.V.C. WITH CHRISTY C-5 CONCRETE VALVE BOX WITH CAST IRON LID 70 READ "NATER" AND CONCRETE PAD PER PLATE NLL 9A .ice ALL STEEL PIPE. VALVES, & PITTINGS SHALL BE EPDXY LINED AND COATED LA.W. AWWA 0213. PIPELINE At VALVES TO BE SIZED BY ENGINEER PRIOR TO INSTALAIM (BY CHRISTI c••5 CHRSTY 81730 VALVE BOX At tID UTLRY BOX & UD ET5' -'T DETECTOR OLiECK VALVE THRUST BLOCK M. VINIC SECTION A -A N.T.S. A VWC PRIVATE A `• FDC (BY OTHERS) DUCTILE DETECTOR C HM VALVE VAUGI IRON ,TELE j E- -="=---1 _ SY b' -t0 2'-D PLAN DATE: 7/1 REVISED: 7 AS BARED TB CLEAR OUvEVAY INSTALL 2" THREADEDMALEIFEMALE ELLiOWy'�Ny� EACH. DRIVEWAY i� COVER p NG SCREEN.USE2O O MESH 401w THRUST BLOCK 'TYP. Oft 1H1 GAGE DRIVE APPROACH y4te' FLgAT1NE x a�X 5rANa ESS CLAMP.MA STEEL jBRDMES Ar r APCD OR CRO" Na -RELEASE i�s7TRAIIPlB } rINTERNALLY jMU W(FO' VALVE AND BE COATED ANO LIMED WITH 3M SCOTCH TOP OF CONCRETE 1/4` PPE WAU OF 24*L "x KDRE tic DELDW EXSiWG SLR7FACEi s'0 STEEL SEE PAGE 8 DE NI7 UWC STAAR05. r JAMES CONTRACTOR SMALL A 11" MRN. CAP ! i ---r BRONZE GATE VN.VVE .ice ALL STEEL PIPE. VALVES, & PITTINGS SHALL BE EPDXY LINED AND COATED LA.W. AWWA 0213. PIPELINE At VALVES TO BE SIZED BY ENGINEER PRIOR TO INSTALAIM (BY CHRISTI c••5 CHRSTY 81730 VALVE BOX At tID UTLRY BOX & UD ET5' -'T DETECTOR OLiECK VALVE THRUST BLOCK M. VINIC SECTION A -A N.T.S. A VWC PRIVATE A `• FDC (BY OTHERS) DUCTILE DETECTOR C HM VALVE VAUGI IRON ,TELE j E- -="=---1 _ SY b' -t0 2'-D PLAN DATE: 7/1 REVISED: 7 AS BARED TB CLEAR OUvEVAY it, V4 DRIVEWAY i� nr „ if 11 401w THRUST BLOCK 'TYP. !• • DRIVE APPROACH y4te' FLgAT1NE x a�X PLO= Byww jBRDMES I' 2•'0' - n i�s7TRAIIPlB } tr t C PPE WAU OF 24*L "x 3 L' s'0 STEEL 3/10' PIPE r JAMES AND CONCRETE PAD PER PLATE NO. 9A BOLLARD FlLED REVISED: 3/23/07 -aggl� NCC1Rt STOP VAUGHN WATER COMPANY WITHCONCRETE GATE VALVE INSTALLATION 53M DRIVEWAY (NO CURB RETURN) AIR RELEASE VALVE DETAIL DATE: 11/5/91 PLATE No. 8c TRAFFIC AREAS 5'-�v MM L2' ANGLE 16' ANGLE AS 5NCWAN4 DATE: 4/16/07 PLATE No. 120 SLOPE UP MSI. 1/4' PER I = 12PTSO WAATTEER PIPE. EN SEWER uTEiAt Is cLosEtl THAN 1,200 r PE, TTUBIMG, Cts R PIPING TO BE Pl, RUINING, CTS SEE NOTE DATE: 12/15/93 PLATE No. Rb, ft. min) 100 ( 2737-P.E um)737 189 (ASTM 2-P.E 3408) VAUGHN WATER COMPANY 15J A COMBINATION AIR RE .A• E �ALyB a Agrees mr an MATE REVISED: 01/20/10 30 2.5 2.1 VAUGHN WATER COMPANY 24 JA _ OR MOM SHALL BE CONTINUOUS UUONUSE S LENGTVE H. AIR RELEASE VALVE DETAIL 11 A.Y. MCDONAID 3805 NO REPAIR COUPUNGS w-aA'EI) NON -TRAFFIC AREAS 80 170 370 DATE: 3/5/98 PLATE No. 12A .ice ALL STEEL PIPE. VALVES, & PITTINGS SHALL BE EPDXY LINED AND COATED LA.W. AWWA 0213. PIPELINE At VALVES TO BE SIZED BY ENGINEER PRIOR TO INSTALAIM (BY CHRISTI c••5 CHRSTY 81730 VALVE BOX At tID UTLRY BOX & UD ET5' -'T DETECTOR OLiECK VALVE THRUST BLOCK M. VINIC SECTION A -A N.T.S. A VWC PRIVATE A `• FDC (BY OTHERS) DUCTILE DETECTOR C HM VALVE VAUGI IRON ,TELE j E- -="=---1 _ SY b' -t0 2'-D PLAN DATE: 7/1 REVISED: 7 m Ww Vw PIPE "m PLASOC I" mmuoow �11,,p. FO1iD��T3M10 ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX HM+PtE r WL , /rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1 CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m% FASTENED twN SfAIAE55 STEF7. GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM. WITM MfEftlOR or Cg5M1G-1' low" J CEARMICE mom INSTALL 5 C.C. 1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU. 2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS 3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE. M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED. 4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL. 5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM W/non urm Box TRAFFIC RATED LEL AND CXMCi€E PAD PER PtAIE ND. SA NOW - C0MlVCM TO •� 9OX REL. OXNPACIM r BRONZE GATE VALVE r AILOL ST PPE CLASS N ACG. CASE OOWACIED SAID BED COMPACTED 10 9081 BEL DEMM INSTALL r TREADED MkE/FDAU EUIDW, 2 EA(:Fi. (PRET W�ENMG NTfM VENT SCREDH. tfsi 2020 ME9i STAMN.ESS Siffi. C L PRAL WITH SDACCABIE 81I9I90I15 AS IECESSARr SEE DUAL A APCO 7450 AR RD.FASE WI VE4 CRISPIN AIR R0.F/SE WJyE4 WAY �SLLO�PE IP TO 49 7Y- YM. FOP OF PPE TO WT" OF RCP JAMES .IDLES J-998 OR AY, Ificum 1D 3805 p_zswm;8OX IAN9Y8UfD N16LE ro HALL. ==10* xt t/2"x3/18' ANGLE—* Ai51101111 AS BARED TB CLEAR OUvEVAY NOTES DRIVEWAY i� nr „ if 11 401w THRUST BLOCK 'TYP. I DRIVE APPROACH y4te' FLgAT1NE x a�X PLO= Byww Vo ADAPTOR /JOWr n i�s7TRAIIPlB } tr GATE VALVE, TIP. C VALVE RISERS SFWI BE W P.V.C. 3 WITH CHRISTY CONCRETE VALVE BOX TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE . 8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW FROM THE PEPS DURING 477E TAPPING. SUPPORT USED TAPPING THROW QBE USED PLACE� AM OTHER G ALIANABLE *"T TAP- tONWTION COMBIXATiONB WITH CAST IRONG-Le M READ "WAMER' IN AND CONCRETE PAD PER PLATE NO. 9A 585E REVISED: 3/23/07 REVISED: 4116107 VAUGHN WATER COMPANY VAUGHN WATER COMPANY GATE VALVE INSTALLATION 53M DRIVEWAY (NO CURB RETURN) AIR RELEASE VALVE DETAIL DATE: 11/5/91 PLATE No. 8c m Ww Vw PIPE "m PLASOC I" mmuoow �11,,p. FO1iD��T3M10 ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX HM+PtE r WL , /rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1 CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m% FASTENED twN SfAIAE55 STEF7. GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM. WITM MfEftlOR or Cg5M1G-1' low" J CEARMICE mom INSTALL 5 C.C. 1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU. 2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS 3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE. M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED. 4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL. 5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM W/non urm Box TRAFFIC RATED LEL AND CXMCi€E PAD PER PtAIE ND. SA NOW - C0MlVCM TO •� 9OX REL. OXNPACIM r BRONZE GATE VALVE r AILOL ST PPE CLASS N ACG. CASE OOWACIED SAID BED COMPACTED 10 9081 BEL DEMM INSTALL r TREADED MkE/FDAU EUIDW, 2 EA(:Fi. (PRET W�ENMG NTfM VENT SCREDH. tfsi 2020 ME9i STAMN.ESS Siffi. C L PRAL WITH SDACCABIE 81I9I90I15 AS IECESSARr SEE DUAL A APCO 7450 AR RD.FASE WI VE4 CRISPIN AIR R0.F/SE WJyE4 WAY �SLLO�PE IP TO 49 7Y- YM. FOP OF PPE TO WT" OF RCP JAMES .IDLES J-998 OR AY, Ificum 1D 3805 p_zswm;8OX IAN9Y8UfD N16LE ro HALL. ==10* xt t/2"x3/18' ANGLE—* Ai51101111 WATER MAN NSrALJJT OVER NOTES 7L BUT WITHIN 12" OFSEWER I) WHEN TAPPING f AM ORDERED FROM THE LATERAL CLEARANCE BETWEEN PWM 1. c�ONiRAcToR:ApwvAmx r jl$ I GROnpD SURFACE a� PLO= Byww Vo ADAPTOR /JOWr n i�s7TRAIIPlB } U \-SEWER O LATERAL C ODMSIRUCTWN OF VI4JIY WX & AR RELEASE WI.VH TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE . 8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW FROM THE PEPS DURING 477E TAPPING. SUPPORT USED TAPPING THROW QBE USED PLACE� AM OTHER G ALIANABLE *"T TAP- tONWTION COMBIXATiONB CL 150 PST WATER IN PPE SHALL BE INSTALIM 585E AS SHOWN HEREON. REVISED: 4116107 REVISED: 3/23/07 VAUGHN WATER COMPANY NOTE IT S PREFERABLE TO PLACE THE SEWER 53M VAUGHN WATER COMPAI AIR RELEASE VALVE DETAIL ATERAL ) WATER PIPES AND =62M TRAFFIC AREAS WATER MAIN CROSSING 12 12.434 SfPERATE THEM BY AT LEAST 12'• THIS DEAR. DATE: 4/16/07 PLATE No. 120 87.018 12PTSO WAATTEER PIPE. EN SEWER uTEiAt Is cLosEtl THAN 1,200 LESS ABOVE SEWER LATE $283 $775 DATE: 12/15/93 PLATE No. m Ww Vw PIPE "m PLASOC I" mmuoow �11,,p. FO1iD��T3M10 ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX HM+PtE r WL , /rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1 CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m% FASTENED twN SfAIAE55 STEF7. GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM. WITM MfEftlOR or Cg5M1G-1' low" J CEARMICE mom INSTALL 5 C.C. 1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU. 2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS 3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE. M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED. 4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL. 5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM W/non urm Box TRAFFIC RATED LEL AND CXMCi€E PAD PER PtAIE ND. SA NOW - C0MlVCM TO •� 9OX REL. OXNPACIM r BRONZE GATE VALVE r AILOL ST PPE CLASS N ACG. CASE OOWACIED SAID BED COMPACTED 10 9081 BEL DEMM INSTALL r TREADED MkE/FDAU EUIDW, 2 EA(:Fi. (PRET W�ENMG NTfM VENT SCREDH. tfsi 2020 ME9i STAMN.ESS Siffi. C L PRAL WITH SDACCABIE 81I9I90I15 AS IECESSARr SEE DUAL A APCO 7450 AR RD.FASE WI VE4 CRISPIN AIR R0.F/SE WJyE4 WAY �SLLO�PE IP TO 49 7Y- YM. FOP OF PPE TO WT" OF RCP JAMES .IDLES J-998 OR AY, Ificum 1D 3805 p_zswm;8OX IAN9Y8UfD N16LE ro HALL. ==10* xt t/2"x3/18' ANGLE—* Ai51101111 48 NOTES 8MI H-BtAIR MODEL G5' CMTS Y VALVE 80 B88 TAPPING SLEEVE. wee CONCRETE PAD PER I) WHEN TAPPING f AM ORDERED FROM THE s 8 & vAL17E PLATE N0. tNi (YYP.y 1. c�ONiRAcToR:ApwvAmx r jl$ p GROnpD SURFACE ADtaR &NII. PLO= Byww Vo ADAPTOR /JOWr VIM ALL DIIDISIDIS. i�s7TRAIIPlB } iomtt 100 itIm 2. CCNIRACM TAKE CARE TO PWIM PVC DURING 0.364 PIPE IN ACCORDANCE WITH THE MKIWACTUREWS ODMSIRUCTWN OF VI4JIY WX & AR RELEASE WI.VH TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE . 8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW FROM THE PEPS DURING 477E TAPPING. SUPPORT USED TAPPING THROW QBE USED PLACE� AM OTHER G ALIANABLE *"T TAP- tONWTION COMBIXATiONB I SALLAION 50 AS TO WT PLACE EXCENK LAM IN ON PVC PIPE 585E & L'ORTmam VEON THREAD Ate SIZE n10N REVISED: 4116107 OF TION SKIP WIN SUPPLIER VAUGHN WATER COMPANY 4 APOD 145C OR C MSPIN AIR RELEASE VALVE SMALL 8E � AVPaowa D� slf 53M SMIU AS A9 ( BY V N UM COIPNA'. W SEE AIR RELEASE VALVE DETAIL TET: PA V.W.C. NATER sr TIR ST TRAFFIC AREAS WI R FF WIVE W 5. RIR: WI -TRAFFIC AM R13EASE WVLVE DETAIL SifALL SE USED M MOST OVSES. INS DEAL MAY MY BE USED 12.434 WITH TIM N18ITEN APPRww. OF `� DATE: 4/16/07 PLATE No. 120 VALVE SHALL IN GP MAIN BEING TAPPED SIZE QUTLET PIPE EQUtn IAIxN7siZE ..-w mItI__ MODEL 888 TAPPBEG By PVC NEW PPC PIPELINE OR BMALRR 816811M S.S. & VALVE ADAPTOR w/jOw RESTRAINTS (TTP.) REVISED. 3/23/07 VAUGHN WATER COMPANY PLAN VIEW HOT TAPPTNc PI AN N.T.S. BBoox 48 NOTES 8MI H-BtAIR MODEL G5' CMTS Y VALVE 80 B88 TAPPING SLEEVE. wee CONCRETE PAD PER I) WHEN TAPPING f AM ORDERED FROM THE s 8 & vAL17E PLATE N0. tNi (YYP.y MANUFACTURIBL TIBF OUTSIDE DIAMETER OF 7H6 PIPE BEiNG TAPi+BD, Tlm 8f2S OF THE Ot�n= DESMD, r jl$ AND THE VORILM P MALL, BE 9PUMIRD 70 GROnpD SURFACE DISURZ MT THE COMWI! SIERVES ARE FiiHUML PLO= Byww TRAD-JOW SLUM SH" NOT BE USED AND THE »8 SH" PI FULL SUPPORT AROUND ADAPTOR /JOWr THE CIRMIMIFERRUCE OF TRE PIPE. i�s7TRAIIPlB } iomtt 100 itIm 2) SHE TAPPING f SHALT. BE A OR THE 0.364 PIPE IN ACCORDANCE WITH THE MKIWACTUREWS EFf3i7NG PVC MAIN (xv, PSC PFnmm ELEVATION VIEW HASTDTG PVC 1(AIIN GAIR VALVE (RFP.) TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE . 8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW FROM THE PEPS DURING 477E TAPPING. SUPPORT USED TAPPING THROW QBE USED PLACE� AM OTHER G ALIANABLE *"T TAP- tONWTION COMBIXATiONB VALVE SHALL IN GP MAIN BEING TAPPED SIZE QUTLET PIPE EQUtn IAIxN7siZE ..-w mItI__ MODEL 888 TAPPBEG By PVC NEW PPC PIPELINE OR BMALRR 816811M S.S. & VALVE ADAPTOR w/jOw RESTRAINTS (TTP.) REVISED. 3/23/07 VAUGHN WATER COMPANY PLAN VIEW HOT TAPPTNc PI AN N.T.S. BBoox N�OSTICONCRETE ACE 1 4" Nc UT AFTER FRAME GRADE NOTES I. DIMENSIONS TOB FOR ALL SIZES OR TYPES OF 2. CONICRETE MAY BE DELETED ON ROAD MIX STREETS UPON AI MokAt OF INSPECTOR. 3. CONCRETE TO DE CLASS A (SIC SACK). 4 CONCRETE TD BE BARRICADED FOR THREE DAYS AFTER POLRJM 5. CONCRETE CURE 70 BE IN DANCE WITH SMTION 90-7 CURING (ONCREW OF THE Z&VENT WUN,/CITY STANDARD sPLRL ATi(M15 WWMI" . REVISED: I PI AN N.T.S. �BOX �NOTEE 6 NUN L - - 1 RB4 ELEVATION N.T.S. AILDNIBLE LOWI" M. BOOM FTMQ PRESSURE CLASS PIPE• Gml C9O0} w ! FpOT LERORIS (gyp 800 f+� E e mggm NomTtq} Size, 9L 48 FRE HYDRANT THREADED ADAPTER IN. 10 MIN ELEVATION„ N.T.S. N�OSTICONCRETE ACE 1 4" Nc UT AFTER FRAME GRADE NOTES I. DIMENSIONS TOB FOR ALL SIZES OR TYPES OF 2. CONICRETE MAY BE DELETED ON ROAD MIX STREETS UPON AI MokAt OF INSPECTOR. 3. CONCRETE TO DE CLASS A (SIC SACK). 4 CONCRETE TD BE BARRICADED FOR THREE DAYS AFTER POLRJM 5. CONCRETE CURE 70 BE IN DANCE WITH SMTION 90-7 CURING (ONCREW OF THE Z&VENT WUN,/CITY STANDARD sPLRL ATi(M15 WWMI" . REVISED: I PI AN N.T.S. �BOX �NOTEE 6 NUN L - - 1 RB4 ELEVATION N.T.S. AILDNIBLE LOWI" M. BOOM FTMQ PRESSURE CLASS PIPE• Gml C9O0} w ! FpOT LERORIS (gyp 800 f+� E e mggm NomTtq} Size, 9L 48 FRE HYDRANT THREADED ADAPTER 8 10 12 OR h. W 200)4.800 r jl$ W w WHERE NECESSARY U- Das o 8,800 R� iomtt 100 itIm 1aAk IL 0.364 0523 SET TO SUPPORT OIL TIM 4.072 585E 7.880 SAM 1t2w L h4 12.582 53M 158.5 380.4 717.9 M. 9L. Ae. 4,187 12.434 28.021 55.552 87.018 Po,. 9L mm.) 1,200 1.725 $283 $775 3,300 Rb, ft. min) 100 144 189 231 275 15J A 860 a Agrees 30 2.5 2.1 P 24 17 1 11 111&30 80 170 370 589 RsOo 250 250 250 250 250 OR 18 150} 0o. Mn. 4900 8.900 S= 11.100 13.200 IL 9L M4 0.409 0533 0.777 tn. 4 7 8 � ILM L h4 12M2 53.82 158.5 3854 717.9 ML Rn. Nie. 3,428 1Qi&T 22.947 4$383 71.187 R0. h CmtnJ 1.200 1.725 2,263 4775 3-'W R0. tL (imin} 100 144 VSO 231 275 B degr'aa 11.5 &0 8.0 50 42 a d"m- 5.7 40 3.0 2.5 2.1 P lb& 20 70 140 280 460 /po R(PC 250 250 250 250 250 DR 25Ro- 100) D0 WL. 4900 6.900 96050 t1.t00 13.200 Urom.IA. 0204 0203 0.384 OA71 0560 DL im 4.392 8.314 8.282 10.158 12.080 L K4 7.792 33.25 98.33 2225 445.0 M, hL IRs. 4397 7709 17.384 3ZO72 53.939 RE, in.) 1$00 t 725 2.263 2.775 3,100 R0. R. ) 100 144 ISO 231 275 15.7 a depeee 4A 3A 25 2.1 L � 5D 100 210 A RM/Do 250 250 250 250 t tHVi0BM OF PVC PPE," TIMID EDITION UMSELL. PVC PIPE AS90CVitI K IMUA% TEws. 2" NPT BY r MALE -WELDED RING. OR IN POST CURE FRE HYDRANT THREADED ADAPTER WILIER WITH CHAIN r w FTS f / CROW-BRACE r jl$ W w WHERE NECESSARY U- a o a 3' STEEL POST SET TO SUPPORT SAL r SCH. 40 EXISTING STE0. PPE DRIVE -OFF OYP.) CtRISTY 812 BOX WITH 012C CASTfROM LID (TO 1E REi,mm) >2' BRONZE EXISTING. JAMES JONES W4Wpmw EXISTING ON ZIP � -12 UTILITY EXISTING CONCRE3 FTri EI) N, WRAPPED •' ��•: EXISTING WAFER MAIN'• t. • .t> •RM • EXISTING PUSH ON CAP WITH r FEMALE THREAD A BLOW OFF ELEVATION NOTES: I. POST. r RISER PIPE, 2" Still VALVE, r FIRE REVISE ADAPTER AND APPURTENANCES SHALL FURNISHED AND INSTAUEO BY THE CONTRACTOR. 2. SUPPORT POST SHALL BE 05TN.LED A MINIM M VAUGHN NATE OF 3 FEET Baow GROUND sum CONSTRUCTION 3 AREA AROUND EXISTING BLOWOFF VALVE SHALL BE MAINTAINED BY THE CONTRACTOR AND RESTORED ATTACHED TO A TO THE SATISFACTION OF THE WATER COMPANY AT ECD OF USING C OMstRUCnON WATER. DATE: 4/22/04 P NOTES 1. DIMENSIONS TO BE SAME FOR ALL SIZES OR TYPES OF OPENINGS. 2. CONCRETE MAY 1# DELETED ON ROOD MDC STREETS UPON APPROVAL W fNSPECTOR. 3. CONCRETE TO DE CLAW 'A' (SIX SACK). 4. CAFTER TE BE BARRICADED FDR THREE DAYS 5. ATE C URE To BE IN ACCORDANCE WiH SECTION 90-7 CURING CONCRETE* OF THE t /aTY SrAW00Ro 8. USE CFOtSTY 838 wy BOX WITH 838-81c COVER FOR 2' SER im USE C UTILITY BX AT BC Le OR Y SSRM OF CONCRETE W EXISTING S k WCUT AFTEIR FRAME RST SET TO GRWE ir LIEN G��ILT'�:Hko 1.6-6853 Ph 1 -6 U O 4 I"O In Z8will%1 WO'""1a. 1umigogw 'EN Z C/Jp.JE Q O z�w- Q �rnv �c4 oo� Lit Z m to wmaF-uWZ Jg(AWM�LL �- 3o >- asz~Co�Wo ("� & U� =Z `✓ : _ cco _ W V� u O N � p��c'��'��'��`'''ffl /'/� C9 Y t!lZ�MJJN� W= Vj Z m MOW ;;z Fww 04 C> +a CO LSF_ic-a O° W mn QQj Lu0230 ASV' Z_ w%M •T��1-�� f�3sc�& / r 8 NCO 0 0 EL W LL t�� M.a.. Z► 0 co 6W�z�MOHO W W 04 m F z W 3 m zZ ow 9 I O jE F y� ere�nsar,r� �.f�WSO`• � O Qod. x_0w SEE O W 0 Q W� W m _J L W O 5 if J W t� «i f / LLIJ N.. W N LL w W W W w w O W w U- a o a 0 to z a O } QQ 04 O W c� J o 0 ti w W U) A (/)0 v wir 03 3 n 03 > CL0 N 01 v 65 O 00 N DATE 1/22/2014 PA JOB No. 2078B L- SHEET O x L1. in 01)O N OF 6 SHEETS `if -MAIN UNt 4 -' i / �`.. _.-.i LOCATED n VPAVEMENT LOCAN. VA INC #1324 - CHRISTY 81017 TQC BOX 6- CLEARANCE WITH 81017-611JH SIM BETWEEN LID CHECKER PLATE OF W &§2.2 r 1.1 8 NUT TO TOP OF BOX 7.1 3.8 2.0 yZ` ¢J -Y R 11.1 6.0 ?• `STAf2fABl£ 87017x12 1 11.3 t 1/r MUELLER 824276N, 4.4 AS tECESSAR 1 1/r JAMES JONES E-4205, OR (SIM A•° • p•a 1 1/r A.Y. MODONAtD 746028-22 •1. ��EXIENSWNI 90' ELL OR 4S Ell HYDRANT (EACH PART MUST BE 6- 1.7X7.7' !D-LEAD Lam) �- 8' B 1 1/2- NO -LEAD BRASS OVA "A"'ES ,Esl x CLRis 2• MUELLER MODEF 8-2D283 1. t. 2' A.Y. MCDONAD MODEL 61 CENTER BLOW -OFF N 1/2' SCHEDULE BETWEEN1/2- 81017 TRAFFIC BOX CONCRETE THRt15T BLOCK PVC PIPE 1 1/2- BADGER TECOROALL COLD WATER UNDISTURBED BHEo EAMW- TOP LOAD BRONZE OISC METER 2' GALVANIZED S1EEt i MODEL 120. FLANGED. RD -T-1 1/2 PIPE & FITTINGS, WRAPPED i AGFA '` �r•: �•) fCOMIPANYS D15CREIlON7 4 1. ALL THRUST BDCKS SHALL BE PLACED t : PIPE PLUG WATER MAN VAUGHN WATER COMPA s 4 S' s SIZE 3 THRUST BLOCK 1 1/r P.E. TUBING. CIS. SEE NOTE Y 3' SCHEDULE >m SLEEVE (ASTM 2737-PE CL -150 SEE PLATE NO. 21 EACH ws' '7$ PUSH ON CAP WiTH r .• t Iy1q�� NOTES: FEMME THRLF.AD BLOW +QEF ELS 1. ALL THRUST BLOCKS TO BE POURED AGAINST 1 1/2' MUE11M 825008H OR 1 1/2- AWES JONES E -19M OR UNDISTURBED SOIL CONCRETE SHALL BE REVISED: 0 16 11 PLACED BEHIND BELL OF FIRING. VAUGHN WATEROMPAF '. 2 BEARING AIMS SHOWN IN TABS ARE BASED TYPICAL 1 1/2" LONG I i/2" MUELLER 025008M OR UPON ALLOWABLE SOI. PRESSURE OF 1500 PST WATER SERVICE 1 1/2` JAMES JONES E -19M OR 1 3. CONCRETE STRENGTH SHELL BE 2000 PSI AT PERMANENT BI -OW - 28 DAYS MINIMUM DATE 3/5/98 PLATE No. 14A OFF AS5EME3LY ` 06/16/11 QATE 11/5/91 PLATT �• __2 SEE SPECIFICATIONS FOR SAAWILL. REQUIREMENTS �NETO DETECTION TAPE MARK& B:DDNG & BACKMIL ITER' PER MAGNATEC-SAFETY MAS tA�L MATERIAL -CAUTION BLUE, 3' WIDTH. PASSING 1 SIEVE) OR PER COUNTY/CTEV STD. TRENCH DIMENSIONS VAUGHN WATER COMPANY PIPE SIZE W MC TRENCH SECTION s' 4• 30 IN PAVED AREAS 30 30 DATE: 11/5/91 PLATE No. 6 I 1' FROM TOP OF OPERATING Nur TO TOP OF BOX GRADE ,vAt RTR ANGLE METER STOP 1' JONES E-1963WSG. 1' FORD 8443-444WO-M. OR 1' A.Y. MCDONALD 7460280 (EACH PART MUST BE NO -LEAD BRASS) 2' MN CLR 1-4 ilso PIPE - SINVAL.K `> PLAN -I- BADGER MODEL #M-55 BRONZE METER BODY W/METER CPLD. BADGER ORION P/R�R�EOOI�Nl. =MW WTIN REGSTER (RIR) HOPPING PE. TUBING, SEE NOTE TTM 2737-P.E. 3408) Em - EACH SERVICE SMALL BE ONE CONTINUOUS LENGTH. NO REPAIR COt1PUNGS ALLOWED. WATER MAN PWC C-900 CL -150 REVISED: 01 /25/13 VAUGHN WATER COMPANY TYPICAL 1 " RESIDENTIAL SHORT WATER SERVICE DATE 11/5/91 PLATE No. 3A i �YIn Y Op 1Q i o sro 6' LRIn m I DUCTILE IRON TEE HYDRANT aim GRADE rCHRISTY G-5 VALVE BOX & LID li Ll - fl kw 8 "HM- CITY FIRE INSPECTION REQt/RtS A SPACING OF C lETwtEH € OF HYDRANT AD € OF H`lDRANT VALVE TEE 31e. LS �0' ELL ANp+oR "VERTI BENDS THRUST BLOCK SHALT. BE SIZED ACCORDING To 'TEE' CHART VALUES (EACH BOCK SHOWNmHAF THE WARM AREA) TEE 45' ELL CROSS CROSS 22.5' ELL THRUST BLOCK SHALL BE SIZED ACCORDING TO `90' ELL.' CHART VALLIS NOTES - BEARING AREA 1. M.L. THRUST BLOCKS SNAIL BE PLACED AGAINST UNDISRA28ED SOL CONCRETE SHAT BE PLACED 80" BELL OF FITTING 2 BEARING ARM SHOWN N TABLE ARE BASED UPON ALMABE SOI. PRESSURE OF 1500 pat. 3. CONCRETE STRENGTH SHALL BE 2000 PSI AT 28 DAYS MINIMUM iREQUIRES CALCULATION GREEN PLASTIC METER BOX W tD GONER SQ. FT. VA INC #1324 - TEE OR PLUG 90' ELL ORELL. HYDRANT 22.5 ELL 6" &§2.2 FROM TOP OF OPFRATNG 1.1 8 NUT TO TOP OF BOX 7.1 3.8 2.0 (RAM MR 7.9 11.1 6.0 ANGLE METER STOP +� 1 11.3 t 1/r MUELLER 824276N, 4.4 sf. 7 x 1 1/r JAMES JONES E-4205, OR (SIM PLAN VIEW 1 1/r A.Y. MODONAtD 746028-22 TEE OR PUIG 90' ELL OR 4S Ell HYDRANT (EACH PART MUST BE 6- 1.7X7.7' !D-LEAD Lam) �- 8' r WN 1 1/2- NO -LEAD BRASS OVA 1 CLRis METER FLANGE w/BRASS BOLTS, 1. t. 12 NUTS & WASHERS 1/2' SCHEDULE BETWEEN1/2- 1 1 METER 49 &A 7S FROM PVC PIPE 1 1/2- BADGER TECOROALL COLD WATER MUST BE SQUARE 70 TOP LOAD BRONZE OISC METER 8 5.0 1f. x25 i MODEL 120. FLANGED. RD -T-1 1/2 28 st t. xt. *SEE fCOMIPANYS D15CREIlON7 4 1. ALL THRUST BDCKS SHALL BE PLACED GAGGER OPoON PR RECORDALI TRANSMITTER REGISTER (RTR) I.. AGANST UNDISTURBED SOCONCRETE MEE3­ READING N CUBIC FEET. VAUGHN WATER COMPA 2. OEM" AREAS SHOWN N TABLE AM BASED NON -FREQUENCY HOPPING WATER MAIN THRUST BLOCK 1 1/r P.E. TUBING. CIS. SEE NOTE PVC C-900.3408) 3' SCHEDULE >m SLEEVE (ASTM 2737-PE CL -150 SEE PLATE NO. 21 EACH SUMCE SMALL RE ONE '7$ LEICK ■ NO REPAN C011Pt1NMGS At TIED' REVISED: 01/25/13 . WITH■ STOPCO4tTI1NUOUS CORPORATION P 1 1/2' MUE11M 825008H OR 1 1/2- AWES JONES E -19M OR VAUGHN WATER COMPANY em 1 1/2' A.Y. McDONN.D 747016-22 CORPORATION STOP FLARED FITTINGS ALLOWED. REVISED: TYPICAL 1 1/2" LONG I i/2" MUELLER 025008M OR BRONZE SADDLE 1 1/2- JAMES JONES MODEL J-996 OR WATER SERVICE 1 1/2` JAMES JONES E -19M OR 1 1/2* MUELLER MODEL H-13442. H-13443, H-13444 OR PROP. LINE 1 1/2' A.Y. MCOONKD MODEL 3805 DATE 3/5/98 PLATE No. 14A FROM TOP OF OPERATING Nur TO TOP OF BOX GRADE ,vAt RTR ANGLE METER STOP 1' JONES E-1963WSG. 1' FORD 8443-444WO-M. OR 1' A.Y. MCDONALD 7460280 (EACH PART MUST BE NO -LEAD BRASS) 2' MN CLR 1-4 ilso PIPE - SINVAL.K `> PLAN -I- BADGER MODEL #M-55 BRONZE METER BODY W/METER CPLD. BADGER ORION P/R�R�EOOI�Nl. =MW WTIN REGSTER (RIR) HOPPING PE. TUBING, SEE NOTE TTM 2737-P.E. 3408) Em - EACH SERVICE SMALL BE ONE CONTINUOUS LENGTH. NO REPAIR COt1PUNGS ALLOWED. WATER MAN PWC C-900 CL -150 REVISED: 01 /25/13 VAUGHN WATER COMPANY TYPICAL 1 " RESIDENTIAL SHORT WATER SERVICE DATE 11/5/91 PLATE No. 3A i �YIn Y Op 1Q i o sro 6' LRIn m I DUCTILE IRON TEE HYDRANT aim GRADE rCHRISTY G-5 VALVE BOX & LID li Ll - fl kw 8 "HM- CITY FIRE INSPECTION REQt/RtS A SPACING OF C lETwtEH € OF HYDRANT AD € OF H`lDRANT VALVE TEE 31e. LS �0' ELL ANp+oR "VERTI BENDS THRUST BLOCK SHALT. BE SIZED ACCORDING To 'TEE' CHART VALUES (EACH BOCK SHOWNmHAF THE WARM AREA) TEE 45' ELL CROSS CROSS 22.5' ELL THRUST BLOCK SHALL BE SIZED ACCORDING TO `90' ELL.' CHART VALLIS NOTES - BEARING AREA 1. M.L. THRUST BLOCKS SNAIL BE PLACED AGAINST UNDISRA28ED SOL CONCRETE SHAT BE PLACED 80" BELL OF FITTING 2 BEARING ARM SHOWN N TABLE ARE BASED UPON ALMABE SOI. PRESSURE OF 1500 pat. 3. CONCRETE STRENGTH SHALL BE 2000 PSI AT 28 DAYS MINIMUM iREQUIRES CALCULATION GREEN PLASTID METER BOX W/SOUD COTTER AENGINEERING PRODUCTS #1324-152mG FROM TOP OF OPERATING- NUTTO TOP OF Box GRADE RIR ANGLE METER STOP 1 1/2- MUDER 624276K 1 1/r JAMES .ONES E-4205. OR 1 1/r AY. MaDONALD 746025-22 (EACH PART MUST BE NO -LEAD BRASS) r KIM CTR 1/240 ' St"N"WE PVC PE 1 1/r P.E. TUBING. CTS. SEE NOTE (ASTM 2737-P.E. 34010 0 EACH SERVICE SHALL BE ONE CONTINUOUS LENGIR NO REPAIR COUPLNGS A DWEID 1 1/r .AYES JONES MOJ-� 1 f/2- MIIELIa MODEL H-13442, H-13443. H-13444 OR 1 1/r AY. MWON ALD MODEL 38)55 GREEN PLASTIC h4CMTM RU D ENGINEERING BOX w #1324-15620 FROM TOP OF OPERATING NIiT TO TOP OF Box GRADE RTR ANGLE METER STOP `a 2' MUELLER 824276K r JAMES .ONES E-4205. OR r A.Y. MCDONALD 746028-22 (EACHNO-" BPART RASS) 2- NO -LEAD BRASS OVAL CIA MEM FLANGE //�SCNEDUE W/ BMTS. NHS & INSTALL WASHERS 5&CORPORATION VER STOP BETWEEN BADi,'FJt Tom I METER (LA vwAPE ONLY) 45 & 75 FROM VERTICAL 2' BADGER RECORDALL COMPOUND METER (r BADGER BRONZE DISC METER MODEL 170 r BRONZE SADDLE BAGGER OOFjm OPRS(::MTON1 JONES J-996 OR TRI NSk"ER RESISTER (MR) LL MUELLER MODELS H-13442 FADING N CUBIC FEET, H-13443. H-13444 NON -FREQUENCY HOPPING 2' P E TUBING. CTS. SEE !NOTE r SCHEDULE 00 SLEEVE (ASTM 2737-PE.3408) SEE PLATE NO. 21 NGIE: EACH SERVICE SHALL BE ONE is CONTINUOUS LENGTH. WFt>'DItUtT1ON sTOP NO WAR COUPLINGS ALLOWED. REVISED: 01/25/13 2 A. 747018-22 OR VAUGHN WATER COMPANY r JAMES JONES MODEL. E1935 (C+ PAW MUST BE TYPICAL 2" LONG WATER MAN NO -LEAD BRAss) WATER SERVICE C-900 CL -150 DATE: 12/15/93 PLATE No. 4A IMM! CCgIHpRVE TY G-5 VAL xWNC MUDFADVPER PLATE NO. 9ASIDEWALK k - _ _ " c U IELIQR I GATE VALVE RISER PIPE � PVC M ,L: THRW BOCK TVP. SEGT.ON B- C -900 PIPE 0 THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PSF SOIL BEARING REDUCER CHRISTY G-5 VXVE amPROP. WITMI SQ. FT. VA PIPE SIZE TEE OR PLUG 90' ELL ORELL. HYDRANT 22.5 ELL 6" &§2.2 2.2 1.1 8 5.0 7.1 3.8 2.0 10 7.9 11.1 6.0 &1 1 11.3 1 16.0 8.7 4.4 sf. 7 x PIAN VIEW (SIM VALVE ANCHORS PIPE SIZE TEE OR PUIG 90' ELL OR 4S Ell HYDRANT 22.5 ELL 6- 1.7X7.7' 2.0')2.0' ll.VXIN 1.0'X1.0 8' 22'X2.1' 3.6X3_ 2A'XZO' 1.4X1.4 1 4.1 1/2' NO -LEAD BRASS OVAL 33 .3 25 5 1. t. 12 4 4.0 4 2.9 X2.9 :Q X2.1 GREEN PLASTID METER BOX W/SOUD COTTER AENGINEERING PRODUCTS #1324-152mG FROM TOP OF OPERATING- NUTTO TOP OF Box GRADE RIR ANGLE METER STOP 1 1/2- MUDER 624276K 1 1/r JAMES .ONES E-4205. OR 1 1/r AY. MaDONALD 746025-22 (EACH PART MUST BE NO -LEAD BRASS) r KIM CTR 1/240 ' St"N"WE PVC PE 1 1/r P.E. TUBING. CTS. SEE NOTE (ASTM 2737-P.E. 34010 0 EACH SERVICE SHALL BE ONE CONTINUOUS LENGIR NO REPAIR COUPLNGS A DWEID 1 1/r .AYES JONES MOJ-� 1 f/2- MIIELIa MODEL H-13442, H-13443. H-13444 OR 1 1/r AY. MWON ALD MODEL 38)55 GREEN PLASTIC h4CMTM RU D ENGINEERING BOX w #1324-15620 FROM TOP OF OPERATING NIiT TO TOP OF Box GRADE RTR ANGLE METER STOP `a 2' MUELLER 824276K r JAMES .ONES E-4205. OR r A.Y. MCDONALD 746028-22 (EACHNO-" BPART RASS) 2- NO -LEAD BRASS OVAL CIA MEM FLANGE //�SCNEDUE W/ BMTS. NHS & INSTALL WASHERS 5&CORPORATION VER STOP BETWEEN BADi,'FJt Tom I METER (LA vwAPE ONLY) 45 & 75 FROM VERTICAL 2' BADGER RECORDALL COMPOUND METER (r BADGER BRONZE DISC METER MODEL 170 r BRONZE SADDLE BAGGER OOFjm OPRS(::MTON1 JONES J-996 OR TRI NSk"ER RESISTER (MR) LL MUELLER MODELS H-13442 FADING N CUBIC FEET, H-13443. H-13444 NON -FREQUENCY HOPPING 2' P E TUBING. CTS. SEE !NOTE r SCHEDULE 00 SLEEVE (ASTM 2737-PE.3408) SEE PLATE NO. 21 NGIE: EACH SERVICE SHALL BE ONE is CONTINUOUS LENGTH. WFt>'DItUtT1ON sTOP NO WAR COUPLINGS ALLOWED. REVISED: 01/25/13 2 A. 747018-22 OR VAUGHN WATER COMPANY r JAMES JONES MODEL. E1935 (C+ PAW MUST BE TYPICAL 2" LONG WATER MAN NO -LEAD BRAss) WATER SERVICE C-900 CL -150 DATE: 12/15/93 PLATE No. 4A IMM! CCgIHpRVE TY G-5 VAL xWNC MUDFADVPER PLATE NO. 9ASIDEWALK k - _ _ " c U IELIQR I GATE VALVE RISER PIPE � PVC M ,L: THRW BOCK TVP. SEGT.ON B- C -900 PIPE 0 THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PSF SOIL BEARING REDUCER CHRISTY G-5 VXVE amPROP. WITMI REDUCERAGFA .D BLOCK VA AFIPRODUCTS #1324-152� SIM SIZE 12x10 3.5 sf. 1.910Nr 4" M 004LOF13VOMINNICNR MOLL CNRONYE 1014 7K . 12x8 6s.1. 2s x2.5 FROM TOP OF OPERA71NO Ct \� ] ] - 12X6 IS.5 sf. 291!2.9 i GRADE TRTR 10x6 2.8 &f. 1 x15 lr " 1 - 0X65.0 f. 1.or* Pw w sf. 7 x PIAN VIEW W VALVE ANCHORS tea• raL 3/H' REINFORCEMENT ANCHOR RODS PLAN VIEW - a SVG AREA _PIPE lwrMIMOAMrRrlriit♦�it RI1 V� ATEA REWD 7HRt/ST • r MM 4.1 1/2' NO -LEAD BRASS OVAL SIZE CLR k ROP, 12 11.3 sf. 3.4k3.4' t TS & A' FIRE HYDRANT RE7 10 7.9 s.f. 2.8'x2.8 MUST BE SQUARE 70 MAIN 8 5.0 1f. x25 i TRENCH BOTTOM 28 st t. xt. *SEE NOTES: 4 1. ALL THRUST BDCKS SHALL BE PLACED REVISED• 10114/9! I.. AGANST UNDISTURBED SOCONCRETE ' SMALL BE PLACED BEHIND KU. OF FITT94 VAUGHN WATER COMPA 2. OEM" AREAS SHOWN N TABLE AM BASED UPON ALLOWABLE SOX. PRESSURE OF 1500 pef. THRUST BLOCK 3 SMALL BE 2ooD PSI AT YS SCHEDULE 28 MINIMUM WATER MAN DATE: 4/5/94 PLATE No. L1 1/r NO -LEAD SWISS OVAL METER FLANGE W/BOOBS 8GL3% NUTS & WASHERS -1 1/2- METER 1 1/2' BADGER REWNIHLL (OLD WATER TOP LOAD BRONZE DISC METER MODEL 120. FLANGED, RD -T•-1 1/2 BADGER ORION PIT RE ALL 7RMJg1ITTER REGISLER (RLR) REAOIING IN WLR PEST_ NON -FREQUENCY HOPPING CORPORATION STOP 1 1/2• MUELLER 8280081 OR 1 1/2- JAMES JONES E-1935 OR 1 1/r A.Y. MCDONALD 747018-22 REVISED 01/25/13 VAUGHN WATER COMPANY UATER MATT TYPICAL 1 1/2* SHORT PVC 150 WATER SERVICE DATE: 3/5/98 PLATE No. 146 mm i 0 CITY FIE INSPECTION REQUIRES A MINIMUM SPACING OF 6' BETWEEN �• OF HYDRANT VALVE. HYDRANT AND f. OF REVISED: 06/16/11 UGHN WATER COMPANY FIRE HYDRANT STREET CROSSING 11/5/91 PLATE No. 56 GREEN PLASM METER BOx w/SOUD COVER APPtJED ENGINEEPoNG PRODUCTS #1324-15626 READING •WATER- � ANGLE METER STOP r MUELLER B24276K Y JAMES JONES E-4205, OR e A.Y. McDONALD 746026-22 (EACH PART MUST 8E NO -LEAD BHAaS) Lw NIM CLR 1/40 PVC PIPE 1 2- P.E. TUBIG, CTS. SFE NOTE (ASTM 2737-P.E. 3406) EACH SERVICE SHALL BE ONE ONTINUOUS LENGTH. NO COU UNGS ALLOWED. r BRONZE SADDLE JAMES JONES J-996 OR MUEUER MODELS H--13442 H-13444 H-13444 r -o - L.. -r NO -LEAD BRASS OVAL"'•'" METER RANGE W/ BRASS BOLTS. NUTS & WASHERS BADGER TURBO 9 METER (LANDSCAPE ONLY) r BADGER REWRI ALL COMPOUND METER r BADGER BRONZE DSC METER MODEL 170 BADGER[ ORO) PIT RECOROAI) TRANSTMTTER REgS7ER (R1R) READING IN CUBIC FEET; NON -FREQUENCY HOPPING 0 CORPORATION STOP r MUELLER 925008N OR r AY. MCDONALD 747018-22 OR r JAMES JONES MODEL 0935 + MUST BE NCO-LEAADD BRASS) REVISED, 01/25/13 VAUGHN WATER COMPANY WATER MAN TYPICAL 2" SHORT PTC Ra. -15o150 WATER SERVICE DATE. 12/15/93 PLATE No. 46 � ..a I TEAM am deet Ait ANM MFJst gap mPa (P�aI■let SO O OR "M (W.) pvt f Mn(rAse ryz' sex. eo i vowf 70 �s:ll Ilaw 1. s g Low no asM.essx w aE woman am NKL W 7W ONSPOWNUff wTHE0041APOV00 101CIM I.V XN ■m aNNPwn a memo" AOR Tw weer XMIN BP m Ni w2M■MR tl1 Harr YErtR 111 FwR S1SIs1 116 OW 11 060 O tr1 IlxM FIR i 7NE RESPaIa 01 w 111 OVER. NrSP60 ME w Or FIRE WSMVOM POR 111 PE6iEllNi resPaMsautT aP ttlE u1TlaatArn a■asi uspacwt MINE AUWIWIC H1 SPNNRei sllaeN 81YNL w Allpl I. PRBIECIIOtr SYOBf 1WS SIMM MOBN TRE 8M%ClMm STi■t SAO= MPPWq.� 711 a011ESNC 1MW 71iE91a L DE40-M PVM RUMS ��7Pam 6111 tMl1AtA9" PIPW Ann ■1 MOM m Al 11ESrelOE SW 6E 1-1/2V 90HEM W PTO. SPAT NafR S1•SIs1 P~ WW 91 REMMME E SIWL BE IV FCC PIPNIO VM ULISb 11 R w N'PRM E■q1. ALL P1PNI4, 5PNNOEA4, Alo APWRIoI■ICES "LTC r,rE .,=am IFN) Pet NpoSl. lk wout Mo Pt" FOR ow RESIDGM n= PIAN Flm w SUNIUM m 711 IIAM WN THE WGIR SYSI CHRISTY G-5 VXVE amPROP. WITMI UNE VA AFIPRODUCTS #1324-152� L"_v 4" M 004LOF13VOMINNICNR MOLL CNRONYE 1014 7K . ■ru■r �`�Iis N►�4j FROM TOP OF OPERA71NO Ct \� ] ] - i GRADE TRTR U) " 1 - '1 1.or* Pw w ■■rii■■liiiiiir a W I 1/2' JAMES JONES E-•4205, OR VAUVE IR . «• rl RISa PLAN VIEW 1 1/r AY. MCDONLD 746028-22 - a (EACH _PIPE lwrMIMOAMrRrlriit♦�it RI1 1AJ ; U V • r MM 4.1 1/2' NO -LEAD BRASS OVAL V) O CLR k ROP, CL t TS & ,« a, FIRE HYDRANT RE7 45 & VERTICAL.�STOP 7 1/2' BADGER RE'LORDAL.L COW WATER MAIN fir i _ *SEE :.r 4 "COW=tCOMPAMPS LxSCRET10Nj S BETWEENMINIMUM SPACING OF 0' �W t HYDRANT AND OF HYDRANT VALVE. r READING N CUBIC FEET. �� NON -FREQUENCY LOPPING WATER MAN ■ ■ r CHRISTY' ■ ■ m Q . WITH■ um r y1 i em ?5 NO REPAIR OOUPUNGS, SOLDERED. OR CORPORATION STOP FLARED FITTINGS ALLOWED. REVISED: FLOWLINE., I i/2" MUELLER 025008M OR 1 1/2` JAMES JONES E -19M OR VAUGHN WATER COMPANY PROP. LINE ETAI V� :rww� I1►�&i�:� 06/16/11 1 1/2- JAMES JONES MODEL J-996 OR SERVICE FOR CUL-DE-SACS VAUGHN WATER COMPANY f 1/2' A.Y. MCDONALD MODEL 3805 DATE: 1/25/13 PLATE Pio. 14C HYDRANTTHRUST,« •CROSSING � ..a I TEAM am deet Ait ANM MFJst gap mPa (P�aI■let SO O OR "M (W.) pvt f Mn(rAse ryz' sex. eo i vowf 70 �s:ll Ilaw 1. s g Low no asM.essx w aE woman am NKL W 7W ONSPOWNUff wTHE0041APOV00 101CIM I.V XN ■m aNNPwn a memo" AOR Tw weer XMIN BP m Ni w2M■MR tl1 Harr YErtR 111 FwR S1SIs1 116 OW 11 060 O tr1 IlxM FIR i 7NE RESPaIa 01 w 111 OVER. NrSP60 ME w Or FIRE WSMVOM POR 111 PE6iEllNi resPaMsautT aP ttlE u1TlaatArn a■asi uspacwt MINE AUWIWIC H1 SPNNRei sllaeN 81YNL w Allpl I. PRBIECIIOtr SYOBf 1WS SIMM MOBN TRE 8M%ClMm STi■t SAO= MPPWq.� 711 a011ESNC 1MW 71iE91a L DE40-M PVM RUMS ��7Pam 6111 tMl1AtA9" PIPW Ann ■1 MOM m Al 11ESrelOE SW 6E 1-1/2V 90HEM W PTO. SPAT NafR S1•SIs1 P~ WW 91 REMMME E SIWL BE IV FCC PIPNIO VM ULISb 11 R w N'PRM E■q1. ALL P1PNI4, 5PNNOEA4, Alo APWRIoI■ICES "LTC r,rE .,=am IFN) Pet NpoSl. lk wout Mo Pt" FOR ow RESIDGM n= PIAN Flm w SUNIUM m 711 IIAM WN THE WGIR SYSI GREEN PLASTIC METER BOX w/SOUR OVER WwNsm PUMS Mo N =w A M&ATeT8 ,1 VA AFIPRODUCTS #1324-152� L"_v 4" M 004LOF13VOMINNICNR MOLL CNRONYE 1014 7K M W/00MM FOR IWIM ti w RIE WWSSIM15 PART w iW- �i FROM TOP OF OPERA71NO Ct ER am~ PRaBaiD m 71E WE 'apoloM QYO IS, DOWNSTRUND TM 7W fW 0404M SVM HIS ON NUT TO TOP OF Box i GRADE TRTR U) " 1 - ANGLE METER STOP M ;o w 1 1/2' MUELLER 824278N, a W I 1/2' JAMES JONES E-•4205, OR to ti a PLAN VIEW 1 1/r AY. MCDONLD 746028-22 - a (EACH 1 ��G>,NEER 4 b NO -LEAD BRASS) 1AJ ; U V r MM 4.1 1/2' NO -LEAD BRASS OVAL V) O CLR k METER FLANGE W/BRASS QTS CL t TS & INSIALL i/4G W"MLE1 BROAD 1/r METER 45 & VERTICAL.�STOP 7 1/2' BADGER RE'LORDAL.L COW WATER u.ja TOP LOAD BRONZE DSC METER MODEL 120, FLANGED, RD -T-1 1/2 "COW=tCOMPAMPS LxSCRET10Nj S PIT RECORDAl. �W t TRANSMIITSER REGIS"TETR (RTR) READING N CUBIC FEET. NON -FREQUENCY LOPPING WATER MAN 1 1/2' SEAMLESS COPPER TUBING, TYPE K PVC C-900 (ASTM RES) CL -150 N � m Q um EACH SERVICE SMALL BE ONE CONTINUOUS LENGTH . ?5 NO REPAIR OOUPUNGS, SOLDERED. OR CORPORATION STOP FLARED FITTINGS ALLOWED. REVISED: I i/2" MUELLER 025008M OR 1 1/2` JAMES JONES E -19M OR VAUGHN WATER COMPANY I f/r A.Y. McOONALD 747018-22 BRONZE SADDLE TYPICAL 1 1/2" LONG WATER 1 1/2- JAMES JONES MODEL J-996 OR SERVICE FOR CUL-DE-SACS t 1/2MUEIM R MODEL H-73442, H-13443 H-13444 OR f 1/2' A.Y. MCDONALD MODEL 3805 DATE: 1/25/13 PLATE Pio. 14C � ..a I TEAM am deet Ait ANM MFJst gap mPa (P�aI■let SO O OR "M (W.) pvt f Mn(rAse ryz' sex. eo i vowf 70 �s:ll Ilaw 1. s g Low no asM.essx w aE woman am NKL W 7W ONSPOWNUff wTHE0041APOV00 101CIM I.V XN ■m aNNPwn a memo" AOR Tw weer XMIN BP m Ni w2M■MR tl1 Harr YErtR 111 FwR S1SIs1 116 OW 11 060 O tr1 IlxM FIR i 7NE RESPaIa 01 w 111 OVER. NrSP60 ME w Or FIRE WSMVOM POR 111 PE6iEllNi resPaMsautT aP ttlE u1TlaatArn a■asi uspacwt MINE AUWIWIC H1 SPNNRei sllaeN 81YNL w Allpl I. PRBIECIIOtr SYOBf 1WS SIMM MOBN TRE 8M%ClMm STi■t SAO= MPPWq.� 711 a011ESNC 1MW 71iE91a L DE40-M PVM RUMS ��7Pam 6111 tMl1AtA9" PIPW Ann ■1 MOM m Al 11ESrelOE SW 6E 1-1/2V 90HEM W PTO. SPAT NafR S1•SIs1 P~ WW 91 REMMME E SIWL BE IV FCC PIPNIO VM ULISb 11 R w N'PRM E■q1. ALL P1PNI4, 5PNNOEA4, Alo APWRIoI■ICES "LTC r,rE .,=am IFN) Pet NpoSl. lk wout Mo Pt" FOR ow RESIDGM n= PIAN Flm w SUNIUM m 711 IIAM WN THE WGIR SYSI 0 WwNsm PUMS Mo N =w A M&ATeT8 ,1 VA I 4" M 004LOF13VOMINNICNR MOLL CNRONYE 1014 7K M W/00MM FOR IWIM ti w RIE WWSSIM15 PART w iW- �i aUno PEMF MCC INK A 0MVI CE W 711 W= NMINFR� atL reF w t4t01M® VRML A OOPf w MADE BIIMO11e Ct ER am~ PRaBaiD m 71E WE 'apoloM QYO IS, DOWNSTRUND TM 7W fW 0404M SVM HIS ON P= d d� DATE, LOOMS 00611:010 me SBrm (among" ws184 MW FV= ASM AND m 2r soar POP Sam OWE I SCHEDULE 80 PVC PIPE 1 1/r-CONrTtN SCHEDULEmm 80 PVC PIPE SLEEVE SIZES AS NOTED BELOW: SERVICE SLEEVE SPRAY SIZE SIZE . 11 P.E TTUBING.CTs CONJRRlOL1S FTL, scHEDulE 80Pvc PPE SPRAY FOAL UOUS� POAMt REMSEQ: t I d S2 Lu o o ■ Po 1- wtwx.lin���� W ? 8to wiEouj. !!M fnc_� }" W a C4i aO W� 40AC'3 t V cl aG Z 0 m p CO w 00 zMEOW GO zw o 0 LLLL Qw%-OV �� EDN �(' .: w ` W (1) o 1 Z0Z @ wp�y Z ON Z �* WC6 0 IL co � cc H 0 O Z N� gw!T�6wyy W W r wraw LL. iE Zram �$0WLL j �ws!�O!�t�12 ffl,tstyum COL 51-0 0 EEC X:..) o 3ioE wvli wO,x0eaxwOm @u.za. W L om u2slz� Ow� GO 1.6-6853 Ph 1 -6 �c i� 0 I iW- �i W 4 P= d d� hl 1 0W 0 0- U) = O Z w w i Of W W O to ti a W U- a 5:0 a ��G>,NEER 4 b 00 1AJ ; U V DATE 1/22/2014 PA JOB No. 2078B SHEET i M a OF 6 SHEETS 0 Z U) O} P= d d� U W O i Of V 0 5:0 hZW WV) V) O CL it u.ja �W t ac/) Z N � m Q DATE 1/22/2014 PA JOB No. 2078B SHEET i M a OF 6 SHEETS