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HomeMy WebLinkAbout1.8-6642 Trenching CompositeI M 0 0 2 MATCH LINE 3 r J F-1 TJ T rT" r-1 I r T LCJ LCJ P ELECTRIC PRIMARY 1. ELECTRIC SECONDARY T 46 45 >- >- 44 43 >- 42 3. 00 CHANGE IN OCCUPANCY (661) 634-2241 PROPOSED 37 0 38 0 39 40 41 EXISTING UNDERGROUND FACILITY ELEC. SEC. 6* PROPOSED #2 (17" x 30" x 18") ELECTRIC SPLICE BOX C PROPOSED #3 (24" x 36 of x 18") ELECTRIC SPLICE BOX ryl L_J PROPOSED Ic j LJ #7 (4' -6" x 80-6" x 70) SUB—SURFACE PRIMARY ENCL. EA I MATCH LINE 5 ............ ....... .... . .................... PUE:� ............ N�� ..... .......... --- ..... ... ........... ....... uric , — - / j� < > % N 34 .. .. .. y .......... - .......... ....�h: ......... ... ...... ..... ------------ L-__��U-R-NT­­­­RID . ....... E ... ... fl--R---- PST ;��r� I � i 13 �,_... � i �� EE 136 � \ � / 10 A PUE 28 ........... leo DWY 10 DWY "Z PUE anew > .......... � ; .,.;., ,::. 6 X 4' BELLHOLE LANDSCAPE 33 . ..... METER � .... 51 ,[[ 27 GSTC 0 C) 10' 26 ps" 301' i9l PUE I I .,e owe 6 N 32 � � 1 g\N > doop., . � i -7: 0000 \TIE INTO NEW g�-° " / `�'P' O� ;- � RISER POLE "168 �`-.l %'z �t� ' �� � :: -' 31 ­3 .... ...... CIE INTO EXISTING � t _ / . ::: � . ' � ATT SAI BOX 10\ %r 97 (48" MIN COVER) GPV. RISER QUAt�. / � // � \ X; lb 98 .3 NOTE: ALL SERVICES AND SUB—STRUCTURES ARE NOT TO SCALE FOR CLARITl ,, >��� / � � j /� � ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UN .._;: \ I OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. i/oll SUBSTRUCTURE VERIFICATION STAMP \ � _.-- I \/ DEVELOPER loov PLEASE NOTE AND SIGN / / / / 0 ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO -A STAKES PROVIDED BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE —A0. / \ BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUF / � � \ \/ SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN j / / / \ \\ / \ \ DATE DRAWING. THANK YOU \ \ SIGNED ' •.. � / \ / DATE �� � \ j � \"--DIAL 811 z000, n* 2e MIN. 42' MIN. 120 MIN. 7 18' MIN FINISH GRADE 10:0 *A(_O 6' MIN. 00 (9) 1) 20 SAND SHADING AROUND GAS & ELECTRIC IF NATIVE SOIL IS NOT ROCK FREE. 2) SEE OTHER DETAIL IF NON-PG&E STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN THIS TRENCH Z' SHADING TYPICAL SERVICE TRENCH- NO SCALE 24!0 VADE (COMMON) FINISH GRADE 0 30" MINIMUM IN FRANCHISE AREA 30" MINIMUM IN FRANCHISE AREA 120 SAND OVER TELE -MIN,.. • % % r OR e 1:6 POSSIBLE 58 480 COVER IN zo KERN CANYON ROAD PER CAL7RANS TOP OF GAS LEVEL 3* MIN.':.% % I MIN. r VATH BOTTOM OF TELEPHONE OR IV S s s .' e OR 6 P P z: % 6 2" or e SHADING 1) r SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE 2) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH 3) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMMODATE ADDED FACILITIES 4 GAS TO GO ON SIDE OF TRENCH, NEAREST STREET 5 TRENCH LAYOUT SHALL CONFORM TO UO STANDARD S5453. 300 WIDE TRENCH REQUIRED FOR ar GAS TO HAVE 12* SEPARATION FROM COMMUNICATIONS. TYPICAL DISTRIBUTION TRENCH ANY CHANGES TO THIS DESIGN MUST FIRST BE APPROVED BY PG&E. GAS ADE- SCOTT HART PHONE: ___(925) 270-2280 JOINT TRENCH COMPOSITE APPROVED BY: GAS ADE: ELECT ADE: DATE: NO SCALE a GENERAL NOTES: 10 1. DEVELOPER TO DO ALL TRENCHING, SHADING, AND BACKFILLING. PER UO STANDARD 5453. 2. PHONE AND CABLE TV FACILITIES ARE SUBJECT TO CHANGE AT THE DISCRETION OF THOSE COMPANIES. 3. PADS, BOXES AND' OTHER FACILITES ARE NOT SHOWN TO SCALE. 4. GAS AND ELECTRIC FACILITIES WILL REQUIRE SAND SHADING IF NATIVE SOIL IS NOT ROCK-FREE. PG&E WILL INSPECT BACKFILL MATERIAL TEL AND/OR CAN MAY ALSO REQUIRE 12" OF SAND BACKFILL. 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO TRENCHING. 6. GAS AND ELECTRIC FACILITES REQUIRE AT LEAST 3' OF SEPARATION (10 UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE-CONSTRUCTION MEETING REQUIRED TWO WEEKS PRIOR TO THE START OF INSTALLATION. 8. CALL U.S.A. AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL 811) 9. PG&E WILL ASSIST IN LOCATING ENDS OF EXISTING GAS MAINS. 10. DEVELOPER IS RESPONSIBLE FOR OBTAINING ENCROACHMENT PERMITS.. 11. STREETLIGHT LOCATIONS MAY HAVE CHANGED. REFER TO THE APPROVED STREETLIGHT IMPROVEMENT PLAN FOR STREETLIGHT INSTALLATION. 12. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 13. REFER TO EACH PARTY'S INSTALLATION INSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF SUBSTRUCTURES AND OTHER REQUIREMENTS. LEGEND, FIELD CHANGES REQUIRE PRIOR G GAS P P ELECTRIC PRIMARY 1. ELECTRIC SECONDARY T TELEPHONE 2. C CABLE TV .(661) 631-3492 3. SLASH INDICATES CHANGE IN OCCUPANCY (661) 634-2241 PROPOSED SERVICE TRENCH 12# PROPOSED MAIN LINE TRENCH 12m EXISTING UNDERGROUND FACILITY ELEC. SEC. 6* PROPOSED #2 (17" x 30" x 18") ELECTRIC SPLICE BOX �3� PROPOSED #3 (24" x 36 of x 18") ELECTRIC SPLICE BOX ryl L_J PROPOSED #5 (3' x 5 x 30-699) SUB—SURFACE ENCLOSURE r7-i PROPOSED #7 (4' -6" x 80-6" x 70) SUB—SURFACE PRIMARY ENCL. STREET PROPOSED LANDSCAPE METER �tFj PROPOSED SUB—SURFACE J—BOX, 3—WIRE, 3—WAY rT-1 PROPOSED TELEPHONE PEDESTAL\SPLICE BOX rE-1 J L_ PROPOSED CABLE SPLICE BOX LW PROPOSED PAD MOUNTED TRANSFORMER GPM �ioj INDICATES TRENCH FOOTAGE & OCCUPANCY - - -;;,� PROPOSED CITY OF BAKERSFIELD STREET LIGHT LOCATION (SEE NOTE 11) SERV FRANCH PROPOSED SERVICE LOCATION SPREAD PROPOSED PG&E POLE ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM: S P COMPANY TELEPHONE 1. LARRY HOFF P G & E (661) 398-5712 2. BRIAN FRANZ ATT .(661) 631-3492 3. DALE AYERS BRIGHT HOUSE (661) 634-2241 4. CAl`V 12# (661) MINIMUM COVER AND CLEARANCES* NON PG&E STREETLIGHTS. WILL BE CONSIDERED SECOND ELECT. FACILITIES. CITY ST. LITE FACILITIES MAY NOT BE PLACED AT THE GAS OR PG&E ELECT. SUPPLY LEVEL OF ANY TRENCH JOINT TRENCH RECAP G T C S P COVER GAS DIST 12"l 27 V 12: 4" (30" IN STREET TELE. 12 1294 1 " 12" 12"124".30" STREET CAl`V 12# 1 — 12m 12"1 , 18" ELEC. SEC. 6* 12" 12" — 3" 24 30" STREET (30" IN STREET ELEC. PRI. 112" 12"l1 2" 3". — STREET (STREETLIGHT) 6" Il 2" 12 1" 3" 1 SEE EX.B. FICA NON PG&E STREETLIGHTS. WILL BE CONSIDERED SECOND ELECT. FACILITIES. CITY ST. LITE FACILITIES MAY NOT BE PLACED AT THE GAS OR PG&E ELECT. SUPPLY LEVEL OF ANY TRENCH JOINT TRENCH RECAP TRENCH OCCUPANTS DISTRIBUTION OR SERVICE TRENCH SIZE DEPTH FOOTAGE BACKFILL SURFACE GSTC DIST 24" x 59" 1337' SPREAD DIRT GPTC DIST 24" x 59" 1294 SPREAD DIRT GPSTC DIST 24" x 59" 2362' SPREAD DIRT GTC DIST 24" x 59" 20' SPREAD DIRT PS DIST 24" x 59" 79' SPREAD DIRT PTC DIST 24" x 59" 89' SPREAD DIRT P DIST 24" x 59" 168' SPREAD DIRT S DIST 24" x 59" 131' SPREAD DIRT T DIST 24" x 59" 106' SPREAD DIRT GSTC SERV FRANCH 18" x 46" 1605' SPREAD DIRT GSTC SERV PRIVET 18" x 46" 780' SPREAD DIRT FREEWAY 178 COLLEGE AVE z PROJECT z w SITE 0 KERN CANYON RD (HWY 184) NTS VICINITY MAP NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. I 0 z r. 0 < *� � Lu 48 n LLJ F_ 0 < n L_ LL_ 0 Ld ck: La La r') # I; Lj > C40 LL] < ry m L-Li 0 0- In 00 0 n n W Em4 C/] O 0 lommol L) Em=4 0 0 C:) LAJ OMM20 C> cn C> r_ V) cl Lo COX LLj °z C:) C\2 c:) LL. N LL_ cz) C:) CD m C20 E---♦ CD C:) i C) 00 to LL. �,,' Z L.J.. C:) C:) ME C.>l CM>l ml C) V) I C:L UJI o cy) m co cn Q E­4 ul V-4 Ln E­4 >c a �, Go co cri tw E­4 0 04 0­4 o-4 m (1) 001""% 0-4 0­4 z cn Lc) E­ 4 %ftw Lo or LLJ z 0 0--4 O cry E N CD co Cc •ar z CD W_ C"%4 m ul) C.2 >- ab cn M M LLJ C> oAjo >. L C:) C= 0 C:) < cl. < =3 :2 u LLJ C=l Q Icn m 3 La 0 r') # I; Lj > C40 LL] < ry m L-Li 0 0- In 00 0 n n W Em4 C/] O 0 lommol L) Em=4 0 0 C:) LAJ OMM20 C> cn C> r_ V) cl Lo COX LLj °z 6 5 4 3 2 1 INCH 0 0 C:) C\2 c:) LL. r C:) E---♦ Z p i C) to �,,' Z L.J.. V) UJI m 6 5 4 3 2 1 INCH 0 0 /I ? Le 1-� L� -- f 1-0 L ;o W�', i z MATCH LINE z z z <o--' Lun P U E PLAC� L 12 5' � \ MATCH LINE 9 1 o" SUE 28 � � � � i � / b0 DWY noon mwm� DWY loop 59 27 DETAIL A 0 C9 ° 29 w 1` 3:3: (24 10 2 z �W� PU E ke � �" 60 • Lin.. 30 ,� - $�.�O C)' � 3 g� Q / P��,.. / 3 5# ZA INSTALL- (1 80 x 40 8 A\ LOCATING WIRE F EXISTING 8" HP PL MAIN / ��� � �\ GAS TIE-IN DETAIL A � I � NO SC 01 '1000-� I*i 7 m F NOTE: ALL SERVICES AND SUB-STRUCTURES ARE NOT TO SCALE FOR CLARITY. OT' ALL ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE THERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. [ THE:C:O:NfTRACTOR SHALL OBTAIN - ALL APPLICABLE C PERMITS PRIOR TO COMMENCING THE WORK FATAPPLICANT TO VERIFY RIGHT OF WAY, PPUC' PUBLIC UTILITY EASEMENT AND/OR PUBLIC SERVICE U LIC S EASEMENT ACQUISITION PRIOR TO CONSTRUC110N T 0 NO COST TO PG&E. CATHODIC PROTEC710N LEVELS INSPECTED AS � 1� NOTED ON DRAWING ON EXISTING PROTECTED STEEL ALL LEVELS SATISFACTORY PER PG&E GS&S 0-16 1 QUALIFIED EMPLOYEE DATE PLASTIC PIPE INSPECTION /DATA FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: 13PE 2406 (YEL) OPE 2406 (1/40CTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: ❑ PE 2406 (YEL) 0 PE 2408 (1/eCTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: 0 P 2406 (YEL) 0 P 2408 (1/eCTS) LIST ALL PLASTIC PIPE BY FOOTAGE, SIZE,, MANUFACTURER AND DATE MANUFACTURED PER STANDARD A93.1 ATTENTION FOREMAN PRIOR I TO STARTING JOB, NOTIFY AREA CORROSION MECHANIC AT: (559) 263-7279 SIGNED: DATE: NOTIFIED U,SA. DAT E: M C ET # BY. TEST AT 100-110 PSI FOR MINMUM OF 5 MIN. PRESSURE DURATION INITIALS DATE OF TEST co v) Itn COLLEGE AVE C:) =-Ctn cm z Z w PROJECT SITE 0 W I%- m PLASTIC PIPE DATA SIZE MANUFACTURED DATE OF MANUFACTURE E­4 :z V) 2" ck: LLJ ck: Lu 4 z Q 6 c40 i PLAT 5029-A3 M.A.O.p. 55 PSIG C.P.A./C.P.S 157302 T.B.A. T-01 EMERGENCY ZONE: E:7 GAS NOTES: 1. DEVELOPER TO INSTALL ALL GAS PIPE. 2. DEVELOPER TO DO ALL TRENCHING, BACKFILLING AND COMPACTING. 3. REFER, TO TRENCHING COMPOSITE DRAWING FOR PRECISE LOCATION OF TRENCH, TRENCHING DETAILS, SHADING AND OCCUPANCY. 4. GAS PIPE REQUIRES SAND SHADING IF NATIVE SOIL IS NOT ROCK-FREE. PG&E WILL INSPECT BACKFILL MATERIAL 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO INSTALLATION OF GAS PIPE. 6. GAS REQUIRES AT LEAST 3" OF SEPARATION (11 UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE - CONSTRUCTION MEETING REQUIRED AT LEAST 2 WEEKS PRIOR TO START OF INSTALLATION. 8. CONSULT WITH PG&E REPRESENTATIVE PRIOR TO INSTALLING CONDUIT FOR GAS PIPE. 9. CONTACT PG&E REPRESENTATIVE PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 10. ALL EXCESS FLOW VALVES TO BE PLACED AS CLOSE AS PRACTICAL TO GAS MAIN. 11. CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811) WNTRACTM CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A-90, A-91 & A-93.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A-90, A-90.2o A-90.3 & A-91 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A-90.2, 0-129 0 -13o 0-13.1 & 0-16 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. 4. REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATION 5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6. PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-38 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET P.G.&E. COVER AND CLEARANCE REQUIREMENTS. REFER TO UO STANDARD S5453. 8. THE LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT 811. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN • ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 11. USE #10 WIRE ON ALL MAINS AND SERVICES. KERN CANYON RD (HWY 184) VICINITY MAP LEGEND: PROPOSED SERVICE PROPOSED MAIN LINE EXISTING GAS FACILITY PROPOSED 5-LB ZINC ANODE EM PROPOSED EXTENDED RANGE BALL MARKER (37-4944) PROPOSED EXCESS FLOW VALVE EFV FE-T-Sl PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM.- TELEPHONE PAGER 1. BILL HELZER (408) 722-5301 2. NANCY DONNELLY (559) 347-5046 (559) 446-7368 3. BRUCE WESSELS (559) 263-7335 (559) 262-7335 RECAP 1. INSTALL 7231 OF 61' HP PL MAIN 2. INSTALL 1890' OF 4" HP PL MAIN 3. INSTALL 2222' OF 2" HP PL MAIN 4. INSTALL (9) 5# ZINC ANODES (2) EM 5. INSTALL (59) 1" EFV VALVES ON SINGLE SERVICES 6. INSTALL (78) 1" PL SERVICE STUBS (25639) 7. TIE-INS (1) 8" PL X 4" PL NTS I 1%1 6 5 4 3 Lu I- cn 0 a- :F 0 Lu ry 0 w uj U- bi w FREEWAY 178 771 co v) Itn COLLEGE AVE C:) =-Ctn cm z Z w PROJECT SITE 0 W I%- m KERN CANYON RD (HWY 184) VICINITY MAP LEGEND: PROPOSED SERVICE PROPOSED MAIN LINE EXISTING GAS FACILITY PROPOSED 5-LB ZINC ANODE EM PROPOSED EXTENDED RANGE BALL MARKER (37-4944) PROPOSED EXCESS FLOW VALVE EFV FE-T-Sl PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM.- TELEPHONE PAGER 1. BILL HELZER (408) 722-5301 2. NANCY DONNELLY (559) 347-5046 (559) 446-7368 3. BRUCE WESSELS (559) 263-7335 (559) 262-7335 RECAP 1. INSTALL 7231 OF 61' HP PL MAIN 2. INSTALL 1890' OF 4" HP PL MAIN 3. INSTALL 2222' OF 2" HP PL MAIN 4. INSTALL (9) 5# ZINC ANODES (2) EM 5. INSTALL (59) 1" EFV VALVES ON SINGLE SERVICES 6. INSTALL (78) 1" PL SERVICE STUBS (25639) 7. TIE-INS (1) 8" PL X 4" PL NTS I 1%1 6 5 4 3 Lu I- cn 0 a- :F 0 Lu ry 0 w uj U- bi w 0 0 C:> LL_ LLJ c> 0to 0. o ° w CJ LAG W C1 771 co v) Itn C\2 `� C:) =-Ctn cm C:) W I%- C.-*) 000-4 C) P: E E­4 :z V) ck: LLJ ck: Lu z Q c40 i co Cc to cm cm 0S.-A o � ­z M CD C> CD C:) CD m 00 LA. v� M W ■= = 0 .. 1— 0 0 C:> C:> .4. = m >0 C:) cn 0. C:� 0 0 LLJ :z --j C:) cx. cr) E­4 Lu m to cn Lo -Ole, kn %ftwOo E­4 m cb co cc >m4 H E .. 4 m z cn Lc) E­4 Lr) :ZD c co 0- Lai z 93. I c 0 0 C:> LL_ LLJ c> 0to 0. o ° w CJ LAG W C1 co v) C:) C\2 `� C:) =-Ctn cm C:) E­4 C.-*) 000-4 C) P: E E­4 :z V) ck: LLJ ck: Lu z Q c40 i co Cc cn cm cm cn C> ­z m Z v� M W all C:) >0 Leajo C:� 0 0 LLJ :z --j C:) cx. Lu m to m 0- I c U Lai 0 0 0 C:> LL_ LLJ c> 0to 0. o ° w CJ LAG W C1 2 1 z 1 0 INCH 0 v) C:) C\2 `� C:) =-Ctn ILL. C:) E­4 C.-*) 000-4 C) P: Lu cr) E­4 :z V) ck: LLJ ck: Lu z Q m 2 1 z 1 0 INCH 0 A I � 2 3 � 4 � 5 9 7 �61 INSTALL EXCESS FLOW VALVES AS CLOSE AS PRACTICAL TO GAS MAIN T INSTALL: (1) 2* x 1* SERVICE SADDLE CODE: 02-9792 r (1) CPLG BLIND 1" CTS CODE: 01 -5808 J B 59 PAST IROVEMENTS > (1) t" EXCESS FLOW VALVE 0 cn CODE: 02-0956 a- 0 ir 5# ZA Q_ ATTACH EFV. I.D. TAG TO STUB END USING THE LOC. WIRE. PROPOSED 2° HP PL TYP 2 SINGLE STUB SERVICE TIE—IN DETAIL NO SCALE INSTALL EXCESS FLOW VALVES AS CLOSE AS PRACTICAL TO GAS MAIN Ld I 5 T Ld cn INSTALL: (1) 4* x I* SERVICE SADDLE C � ffFV' DWY CODE: 02-9796 TYP 650 LONG (1) CPLG BLIND 1" CTS 7 SIDE SERVICE CODES 01 –5608 U- CO (1O) Vv EXCESS FLOW VALVE DE: 02-0956 J � � � CL w - — 0- ATTACH EFV. 1. D. TAG TO DWY I ( � EFV STUB END USING THE LOC. WIRE. KYLE COURT 10 PROPOSED 4" HP PL co PUE 10 EFV 5# ZA i EFV EFV 5' EFV EFV EFV PEE TIE -1 )`11111�lliil DETA1 L TYP 4 SINGLE STUB SER [�CE kL LrL U- DWY NO S CALE I IVItA I kao n LIIVC MATCH LINE PLAT 5029—A3 M.A.O.p. 55 PSIG C.P.A./C.P.S 157302 T.B.A. T-01 EMERGENCY ZONE: 10 W 5T cn -i a. Q_ I INSTALL- (1) 2" x 1" SERVICE SADDLE CODE: 02-9792 Uj (1) CPLG BLIND 1" CTS a CODE: 01 –5608 __ I 0 n. PROPOSED 2" HP PL TYP 2 STUB SERVICE TIE—IN DETAIL NO SCALE W 0 W T r I INSTALL- (1) 4!' x 1" SERVICE SADDLE CODE: 02-9796 w(1) CPLG BLIND I CTS (n 0 CODE: 01 –5608 0 PROPOSED 4" HP PL TYP 4 STUB SERVICE TIE -1 1 L A NO SCALE 6 5 4 3 F_ V) 0 0 CD Z Z 0 uj Of 2 V) Lu Lu T_ cn • .. m C) CJ C> C.> c=0 rft%% M C"'44 c=0 c> Z c> N C> (n �-. CD CD C:D 00 cL C\2 _CD V) C'> I-- C:) E­4 cn V) ce. W M m E­4 Q Lo M Lo %%WOO � CD >. co ca cn u.. C= ..CC co cc cm C**4 E­4 0­4 0 0-4 0­4 z Lo c* E­4 Ln 0 M m LLJ C> cn so LLJ >0 C:) 0 WIN- Z -.- L'L J • a C) C> O � o- Cl � Q co C\2 _CD V) C'> I-- C:) E­4 cn V) ce. W M m E Q M � CD >. co ca CA C= ..CC C**4 Ln 0 M m LLJ C> cn so LLJ >0 C:) 0 WIN- Z -.- L'L J C:) La d Q (A) m 0 IcJ I m CY • a C) C> O � o- Cl INCH 0 V_ X 0 z � Q CD C\2 _CD V) C'> I-- C:) E­4 cn V) ce. W M m INCH 0 V_ X 0 z