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Home My WebLink About1.8-7222 Am MATCH LINE SEE SHEET 3 0 C) 0 OD t. 4J F Nl� ul) 5# ZA F 12' (NEW) NOTE: ALL SERVICES AND SUB-STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. 12 74 1 15 BERKSHIRE ROAD DETAIL "A" 7 A rel 9 MATCH LINE SEE SHEET 3 8 T. I PLAT 5126-A7 M.A.O.p. 55 PSIG, NOP=50 PSIG C.P.A./C.P.S M-29-12 (512600) T.B.A. T-01 EMERGENCY ZONE: NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES, 6 5 10 4 3 Ld cf) 0 a- :2 0 C) z C/D Lu 0 LLJ C/) L.J Ck= LLJ V) co C14 -4- pl-) zt- rl_ CD C) C14 D L.!= L: C-) a, . . I c- ZD . =: :2 C) V) cl- L3 C) r- cr) co 04 E- cn o Lr) !!144 E- ulft >< 00 00 bb E-1 C1 to 4 a) Lr) E— L0 —4 (m Lo C) CL O O 7! C. C-! C= .1 O = . >_ co = w C3= 0-) 2" c C-D co I o— V) _< Q> _u C14 L_ cm C7) m U-) CD Ln C) m u, C7) M C) C-) C) = M LLJ fm m (m Q_ cl- V) im Nc in C) M C) LAJ G LLj Lu M., LLJ 10' PUE Ld cl- 4 IN 3)A DETAIL "A" 7 A rel 9 MATCH LINE SEE SHEET 3 8 T. I PLAT 5126-A7 M.A.O.p. 55 PSIG, NOP=50 PSIG C.P.A./C.P.S M-29-12 (512600) T.B.A. T-01 EMERGENCY ZONE: NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES, 6 5 10 4 3 Ld cf) 0 a- :2 0 C) z C/D Lu 0 LLJ C/) L.J Ck= LLJ V) co C14 -4- pl-) zt- rl_ CD C) C14 D L.!= L: C-) a, . . I c- ZD . =: :2 C) V) cl- L3 C) r- cr) co 04 E- cn o Lr) !!144 E- ulft >< 00 00 bb E-1 C1 to 4 a) Lr) E— L0 —4 (m Lo C) CL O O 7! C. C-! C= .1 O = . >_ co = w C3= 0-) 2" c C-D co I o— V) _< Q> _u C14 L_ cm C7) m U-) CD Ln C) m u, C7) M C) C-) C) = M LLJ fm m (m Q_ cl- V) im Nc in C) M C) LAJ G LLj Lu M., IC) 2 1 INCH 0 LLJ O C\2 C\2 C\2 F— c:) E_ O LLJ LLJ r-_ C) LLJ C:) m C) F— IC) 2 1 INCH 0 a I 0 1 12 13 14 12 15 16 10 13 GPTr" 10, —71 252' PUE _j lull L .60 10' 31 3: o rZ) PUE Ld A 6 5 3 /GSTC\ 4 205' PST APST XPST 16' SHORT 217 16' GPTC PST X I A I I I 124 1 D 0 10 4 4 O 1 5 SIDE SERVICE 16 SHORT [IJ 249' 10 N� SIDE SERVICE 16' S,HORT� 63' SIDE SERVICE 6 SHORT \CA\ 16' SHORT 6 SHORT SIDE SERVICE PUE SIDE SERVICE SIDE SERVICE 16' SHORT 16' SHORT\ 16' SHORT 10' rT SIDE SERVICE SIDE SERVICE SIDE SERVICE SHO X PUE � ZZ/� j W : I— — — SIDE 6 E S S H SERVICE R SHORT C E /U 1 6' SHORT ID SERVICE T C= j C Ls F_ -1- F-6-1 L�j 1041 _j I C4 I �_= �_TT f INI U 7 J.1 -7— 16 30 3' —Ti 3' 6 3' o T� ----------- ------------------ -- A ................. 10 EDERIA I w y I to - - ---- m EDERJA 1YAY I 6' SHORT 64' LONG SIDE SERVICE 64' LONG 647 LONG SIDE SERVICE 10' E\ SIDE SERVICE T4'—L 0 N7G SIDE SERVIC F4 ok 75NG \ti 16' SHORT —6 4' L SIDE SERVICE 64' LONG PUE "SIDE SERVICE SIDE SERVICE 10, SIDE SERVIC SIDE SERVICE loll / \ I I E PUE 0 64' LONG SIDE SERVICE 11 12 13 1 14 15 16 a) 11 1 13 1 12 1 10 8 609 10' PUE 10' . . . . .............. . . . . 0c PUE JI I full LLJ 11 Lo I /G PT C\ 3: 31 348' cc 0 C, cc � ,� � I \� I �I I I I I ► I I °a� , 16' SERVICE 7 \ 16' SHORT 10, 64' LONG 64' LONG SIDE SERVICE/ 64' LONG 64' LONG 10) IDE SERVICE SERVICE/ SIDE SERVICE SIDE SERVICE SIDE SERVICE/ 16' SHORT : _ 64' LONG /S r--T 7 - - - - - - - 64' LONG SIDE SERVICE SIDE SERVICE PUE - — — — — — ID 'e, SE_�VILE M ............ ... . . . ........ ... ............ < . ............ U1 __E SIDE SERVICE .............. . . GSTC GSTC > < 48 '41 8 7' 0 CD -0 3' ' 3 J7 1PH1, (o $TO PLACE 61 PLA E P TQ' GSTC 171' > y I CN LC 16 SHORT C C-1 1-67 THdP'TT 16' �_HORT\ r L SIDE SERVICE SIDE SERVICE 10, SIDE SERVICE 767-siTo-R7- 6 SHORT SIDE SERVICE 16' SHORT 16' SHORT PUE 10, SIDE SERVICE QPTC /SI1DE SERVICE PST GPTQ SIDE SERVICE a PST PUE 69' 16' S 14 1 60' HORT GSTC 10 11 12 1 13 1 "N M 10 SIDE SERVICE 3: 16 1 15 1 14 1,3 0 10, PUE 1 12 PUE 10 P GPTC 4. ' 216' 126 cl- P 78' G 300' 12' NOTE: ALL SERVICES AND SUB—STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. TIE INTO EXISTING PRIMARY VAULT 6' 8P-610 —J BERKSHIRE ROAD 12' (EXISTING) TIE INTO EXISTING GAS MAIN 8" HP PL GAS G PTC 78' 1 1 '1, R,% I I TIE INTO EXISTING GAS MAIN AND CATV, STUB PRIMARY & TEL 10 T. Lli co Of Li _j 0 m NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TC APPROVED ELECTRICAL DT -WINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND 'C'LEARANCES. 6 5 -7 4 3 W E-01 10-4 �4 P4 2 LLJ Ln Li LLJ O CL V) 2Lbj mift A m 2= V) cr_ A LLJ E CD >_ CD 00 Cc CF1 C. 'L � cn = L:n C-4 CYO -o- I CN cn -C;p r,"') -C=> Lo C-) CD S-) cn U-) Ln w :z C) = CL = w cn >- cn m: 3:'- < = M C:) dt: a- cx- ck: Z C> C\2 < C\2 C3-- C\2 r-_ cn U C) O CD CD En CL. w r-, E— o E2 Ln m ck: LLJ C) E7 U') cn C) E- ;> >< L< CD CD L) co �A rn E_ C14 41� cl- o Li LLJ O CL V) 2Lbj mift A m 2= V) cr_ A LLJ E CD >_ CD 00 Cc CF1 C. 'L � cn = L:n CYO I CN cn -C;p -C=> Lo C-) CD S-) cn U-) Ln w :z C) = CL = w cn >- cn m: 3:'- < = M C:) dt: a- cx- Li LLJ O CL V) 2Lbj mift A m 2= V) cr_ A o INCH 0 LLJ < ck: Z C\2 < C\2 C3-- C\2 r-_ cn U C) Lu w r-, E— E2 Ln m ck: LLJ C) E7 m C) o INCH 0 PGE TO SQUEEZE 8" PL MAIN PER GS &S A -93.1 E INSTALL: (1) 8" PLASTIC BUTT FUSION TEE CODE: 02 -0202 (3) 8" ELECTROFUSION COUPLING CODE: 02 -1631 LOCATING WIRE PER GS &S A -90.2 �i CI i A D.E. EXISTING 8" HP PL (NO CUSTOMERS) SQUEEZE LOCATION all APPLICANT TO: N INSTALL: (1) 8" X 6" PLASTIC REDUCER o CODE: 02 -0766 II (1) 6" X 4" PLASTIC REDUCER n CODE: 02 -7992 (1) 4" X 2" PLASTIC REDUCER CODE: 03 -3947 EXISTING 8" HP PL SQUEEZE LOCATION GAS TIE-IN DETAIL "A " NO SCALE T` EXISTING 8" HP PL U n SQUEEZE LOCATION PGE TO SQUEEZE 8" PL MAIN PER GS &S A -93.1 EXISTING 8" HP PL SQUEEZE LOCATION APPLICANT TO: INSTALL: (1) 8" X 6" PLASTIC REDUCER CODE: 02 -0766 GAS TIE -IN DETAIL "C" NO SCALE 1" CTS BLIND CPLG EM CODE: 01 -5608 EM MIN. \ / MIN. %/x J w -, (1) 1 " CTS 3 -WAY BLIND END WYE T 7 �j CODE: 02 -1547 _ �I LL o Cn w 01 z 0 U 1 o Q (1) 2" x 1" SADDLE FUSION TAPPING TEE CODE: 02 -9784 PROPOSED 2" �iP P'L TYPICAL STUB SERVICE TIE-IN DETAIL NO SCALE NOTE: ALL SERVICES AND SUB - STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. 5 PGE TO: SQUEEZE EXIST. 2" MAIN REMOVE: (1) 2" PLASTIC CAP INSTALL: (1) 2" ELECTROFUSION CODE: 02 -1635 LOCATING WIRE PER GS &S A -90.2 D T EXISTING 2" HP PL PROPOSED 2" HP PL- GAS TIE -IN DETAIL "B" NO SCALE PGE TO: SQUEEZE EXIST. 8" MAIN REMOVE: (1) 8" PLASTIC CAP INSTALL: (1) 8" ELECTROFUSION CODE: 02 -1631 LOCATING WIRE PER GS &S A -90.2 PROPOSED 8" HP PL I II I EXISTING 8° HP PL GAS TIE -IN DETAIL "D" NO SCALE EM (1) 1" CTS BLIND CPLG INSTALL: (1) 8 PLASTIC BUTT FUSION TEE CODE: 01 -5608 Initials w > INSTALL EXCESS FLOW VALVES 8 " -12" (1) 6" X 4" PLASTIC REDUCER Q v' CODE: 02 -0202 J z WARNING TAPE CODE: 02 -7992 (1) 1 " EXCESS FLOW VALVE G.S. &S L -16 (3) 8" ELECTROFUSION COUPLING , CODE: 02 -0953 o DR x` Wait Thickness (1) 4" X 2" PLASTIC REDUCER O > w w o L`' (1) 2" x 1" SADDLE FUSION TAPPING CODE: 02 -1631 Footage and Size o SDR ;1 V ail Thir.kness CODE: 03 -3947 C= Date Manufactured 12" MIN. PE 2406'2708 Ottl€1t Pte: ATTACH EFV. I.D. TAG TO PROPOSED 2" HP PL STUB END USING THE LOC. WIRE. TYPICAL SINGLE STUB SERVICE TIE - I N DETAIL Z O NO SCALE = =) O .� LOCATING WIRE PER GS &S A -90.2 IU oil Z O V) GAS TIE -IN DETAIL "C" NO SCALE 1" CTS BLIND CPLG EM CODE: 01 -5608 EM MIN. \ / MIN. %/x J w -, (1) 1 " CTS 3 -WAY BLIND END WYE T 7 �j CODE: 02 -1547 _ �I LL o Cn w 01 z 0 U 1 o Q (1) 2" x 1" SADDLE FUSION TAPPING TEE CODE: 02 -9784 PROPOSED 2" �iP P'L TYPICAL STUB SERVICE TIE-IN DETAIL NO SCALE NOTE: ALL SERVICES AND SUB - STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. 5 PGE TO: SQUEEZE EXIST. 2" MAIN REMOVE: (1) 2" PLASTIC CAP INSTALL: (1) 2" ELECTROFUSION CODE: 02 -1635 LOCATING WIRE PER GS &S A -90.2 D T EXISTING 2" HP PL PROPOSED 2" HP PL- GAS TIE -IN DETAIL "B" NO SCALE PGE TO: SQUEEZE EXIST. 8" MAIN REMOVE: (1) 8" PLASTIC CAP INSTALL: (1) 8" ELECTROFUSION CODE: 02 -1631 LOCATING WIRE PER GS &S A -90.2 PROPOSED 8" HP PL I II I EXISTING 8° HP PL GAS TIE -IN DETAIL "D" NO SCALE EM (1) 1" CTS BLIND CPLG TEST AT 10:0-110 BSI FOR MINIMUM OF 5 MIN Pressure CODE: 01 -5608 Initials w > INSTALL EXCESS FLOW VALVES 8 " -12" w FROM SERVICE TEE, PER GSS Q v' A -93.3 PG 4 OF 6 Q J CV WARNING TAPE IL = V (1) 1 " EXCESS FLOW VALVE G.S. &S L -16 Q Plastic Pipe Data , CODE: 02 -0953 6" X 1000' ROLL DR x` Wait Thickness p Pipe Manufacture O > w w o L`' (1) 2" x 1" SADDLE FUSION TAPPING TEE a Footage and Size CODE: 02 -9784 SDR ;1 V ail Thir.kness INSTALATION ZONE Pipe Manufacture C= Date Manufactured 12" MIN. PE 2406'2708 Ottl€1t Pte: ATTACH EFV. I.D. TAG TO PROPOSED 2" HP PL STUB END USING THE LOC. WIRE. TYPICAL SINGLE STUB SERVICE TIE - I N DETAIL Z O NO SCALE T 7 Plastic Pipe Data TEST AT 10:0-110 BSI FOR MINIMUM OF 5 MIN Pressure Duration Initials Date Of Test z co Q 1 Q J CV WARNING TAPE V m G.S. &S L -16 Q Plastic Pipe Data Footage and Sire 6" X 1000' ROLL DR x` Wait Thickness p Pipe Manufacture TERA TAPE Date, Mari ufa ture8 m :? PE 2406;.12708 ; Cater PI=. Footage and Size z SDR ;1 V ail Thir.kness INSTALATION ZONE Pipe Manufacture C= Date Manufactured 12" MIN. PE 2406'2708 Ottl€1t Pte: Foreman LAN IDS: Date, Foreman Signature: List all plastic: pipe by footage, size, manufacture and date manufactured per r3as Design Standar d A 98,1 GASLINE CAUTION TAPE FINISH GRADE I z co Q 1 Q J CV WARNING TAPE V m G.S. &S L -16 Q 6" X 1000' ROLL m p N c TERA TAPE 0 m WARNING TAPE CODE: 37 -9947 z C) INSTALATION ZONE O C= Li 12" MIN. GAS PIPELINE I ATTENTION FOREMAN PRIOR TO STARTING JOB, CONSULT AREA CORROSION MECHANIC FOR LOCATING WIRE INSTALLATION AND CATHODIC PRO- TECTION REQUIREMENTS CONTACT: SAM HENRY PHONE: 661 - 342 -0855 NOTIFIED U.S.A. DATE: - TICKET #: BY: PANAMA LANE I RD. Try 0 W 0 Z Q PROJECT z SITE O W z McCLUTCH EN ROAD VICINITY MAP 10 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 (1' 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. S. 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 8 " -12" FROM GAS MAIN. 11. CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811) CONTRACTOR CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A -90, A -93 & A -93.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A -90, A -90.3 & A -93.1 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A -90.2, 0 -12, 0 -13, 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 55453. 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. NTS I APPLICANT TO VERIFY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PUBLIC UTILITY EASEMENT AND /OR PUBLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK EASEMENT ACQUISITION PRIOR TO CONSTRUCTION AT NO COST TO PG &E. LEGEND: - - - - - PROPOSED SERVICE PROPOSED MAIN LINE EXISTING GAS FACILITY PROPOSED 5 -LB ZINC ANODE iEM) PROPOSED EXTENDED RANGE BALL MARKER (37 -4944) PROPOSED EXCESS FLOW VALVE DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY DOMINIC OTHART (661) 398 -5817 PG &E GAS ADE RECAP 1. INSTALL 300' OF 8" HP PL MAIN 2. INSTALL 7,888' OF 2" HP PL MAIN 3. INSTALL (13) 5# ZINC ANODES AND (185) EM MARKERS 4. INSTALL (32) 1" EFV VALVES ON SINGLE SERVICES 5. INSTALL (103) 1" PL SERVICE STUBS (3,687') 6. INSTALL (174) 1" PL SERVICE COMPLETIONS (4,350') 7. TIE -IN (1) 8" PL X 8" PL (BY PGE) 8. TIE - -INS (2) 2" PL X 2" PL (BY PGE) J- PLAT 5126 -A7 AA n n P 55 PSIG, NOP =50 PSIG C.P.A. /C.P.S M -29 -12 (512600) T.B.A. T -01 EMERGENCY ZONE: - 6 5 4 3 (n W I LLJ w W 0 0 U 0 z U Z W 0 W LL_ W Of T 2 C5 LLJ E I z co Q � Q J CV -4- V m Q m p N c O 0 m Cn z C) O C= Li C\2 Q N L -n U rlr� Z O J = =) O .� li IU U Z O V) CL. N >- U 0 =v O rn L�I CD F_ � co CV Q rill °° p Ul .� C7) CD LLJ rn X V W Z 00 Co U 00 Q Q o- I = ah,..o1 c CV .d z Lo � w m vi w 0 a a Q � W 0 0 U 0 z U Z W 0 W LL_ W Of T 2 C5 LLJ E I z o Q 0 0 Q J U V m Q m Z N c Q� W Cn z C) C\2 C= Li C\2 Q N r- -n U O Z co J V C4 li L L j LLJ i-- N >- U =v m L�I CD F_ � Q rill °° p O ZO C7) CD LLJ rn V W Z J U O Q Q o- = CL U r m 0 a Q a V) C Y U z 3 0 O Z M CD 0 a u7 U N o > w a 0 z z U W 0 Jz U Z 0 t INCH 0 LLJ Z Q J Q m Z Q� z C) C\2 Q Li C\2 J Q N r- Cn U O Z J V L L j LLJ i-- o� L�I O � Q rill °° O z U W 0 Jz U Z 0 t INCH 0