HomeMy WebLinkAbout1.8-7350 PH 1-2 Record Drawings523169
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T62490
T762230
T217675
T386836
T665850
T79416
T638072
T741473
T523843
Know what's below.Call before you dig.
VEGETATION REMOVALENCROACHMENT PERMITTRAFFIC CONTROL PLAN / FLAGGINGWORK REQUIREMENTS
CONSTRUCTION NOTE
VEGETATION REMOVALENCROACHMENT PERMITTRAFFIC CONTROL PLAN / FLAGGINGWORK REQUIREMENTS
CONSTRUCTION NOTE
AVERAGE SQUARE FEET:
MAIN SIZE:
MAX AC TONNAGE:
TYPICAL SERVICE SETBACK LENGTH:
JOB DETAILS
200A
5 TON | 170A S.C.
25'/39'
2,200 FT²CIRCLED LOT NUMBERS INDICATE THE FOLLOWING:- CONFLICTS -STORM DRAIN CONFLICT WITH ELECTRIC SERVICE AT LOT LINE:CONFLICT LOTS: N/AWATER SERVICE CONFLICT WITH ELECTRIC SERVICE AT LOT LINE:CONFLICT LOTS: N/AWATER SERVICE CONFLICT WITH ELECTRIC EQUIPMENT AT LOT LINE:CONFLICT LOTS: 23THE CONFLICTS NOTED BELOW HAVE BEEN COMMUNICATED TO THEAPPLICANT OR THEIR AGENT ON 04/07/2021 (DATE). THE APPLICANT ISRESPONSIBLE TO MAKE MODIFICATIONS TO THE PROPOSED FACILITIESNOTED IN CONFLICT TO ESTABLISH THE REQUIRED PROPER CLEARANCEFROM PG&E'S PROPOSED FACILITIES AS STIPULATED IN PG&E'S STANDARDS.
ELECTRIC VEHICLE LOAD
NOTES:09-18-1314.APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIREDRIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE.CONDUIT, TRENCHING, AND BACKFILL:1.ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINTTRENCH DRAWING. REFER TO THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH LOCATION2.MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES AND "WET" UTILITIES(WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES ANDANY PARALLEL "WET" UTILITY IS 3/FT. WITH A PRESENCE OF 1/FT. OF UNDISTURBED EARTH OR THEINSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&EFACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" FACILITY. IF 3/FT. CANNOT BE MAINTAINED, AFORMAL VARIANCE MUST BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&EUO STANDARD S5453).3.BOX, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PG&E ELECTRIC CONSTRUCTIONDRAWING.4.PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. RECOMMENDED SWEEP RADIUS (10' OF RADIUS PERINCH OF CONDUIT DIAMETER) EXAMPLE: 4" CONDUIT = 40' RADIUS5.DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING FEED LOCATION). NOTE:SECONDARY AND SERVICE RUNS OF 200 FEET OR LESS MAY HAVE UP TO 315 DEGREES OF BENDS (REFERENCEPG&E DOCUMENT 038193, REV. 7, DATED 6-28-13).6.MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS.7.ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED.8.MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY.9.IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAPINSTALLED FROM RIGID CAP TO GROUND LEVEL.10.CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL.11.STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE TRENCHINGAGENT IS TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. THE RISERCONDUIT BEND IS TO BE PLACED OUTSIDE AND ADJACENT TO THE TUBE AT THE POLE QUADRANT INDICATED.BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL.12.LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDINGTRANSFORMERS) WILL NOT BE ACCEPTED OR CONNECTED.13.ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL.15.CALL 811 (UNDERGROUND SERVICE ALERT) 48 HOURS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITYLOCATIONMARKING.16.48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION.17.MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, ANDACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES ANDSPECIFICATIONS.18.THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TOCOMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TOBE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALLAPPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALLRESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN.REFER TO ELECTRIC & GAS SERVICE REQUIREMENTS (GREEN BOOK) OR SEPARATE PG&E STANDARD DRAWINGS.CONTACT YOUR PG&E REPRESENTATIVE FOR COPIES, OR ACCESS. WWW.PGE.COM/GREENBOOKLAND RIGHTS AND EASEMENTS:SAFETY AND WORKMANSHIP:LARGEST SQUARE FEET:2,800 FT²WORK AGENT RESPONSIBILITIES TO INSTALL ELECTRIC DISTRIBUTION FACILITIES TO INSTALL DISTRIBUTION CONDUIT & SUBSTRUCTURES TO INSTALL ELECTRIC SERVICE FACILITIES TO INSTALL SERVICE CONDUITS & SUBSTRUCTURES TO PERFORM ALL TRENCHING AND EXCAVATION TO PERFORM JOINT TRENCH COMPOSITE | FORM B TO PERFORM ALL POLE WORK TO PERFORM ALL TIE-IN WORK
SOLAR GENERATION:5kW
5kW
VEGETATION REMOVALENCROACHMENT PERMITTRAFFIC CONTROL PLAN / FLAGGINGWORK REQUIREMENTS
CONSTRUCTION NOTE
APPLICANTPG&EAPPLICANTPG&EPG&EAPPLICANTPG&EPG&E
MATCHLINE A
THIS JOB IS TO BE WORKED IN CONJUNCTION WITH WRO PROJECT
PM:35239680
PRIMARY CABLE: 1-1/0AL EPR 25KV IN 1-2" CONDUITLEGENDEXISTINGDESCRIPTIONINSTALLLOCPRIMARY CABLE: 3-1/0AL EPR 25KV IN 1-4" CONDUITSECONDARY CABLE: 1-4/0AL TPX 600V IN 1-3" CONDUITSECONDARY CABLE: 1-350AL TPX 600V IN 1-4" CONDUIT17" x 30" x 26" SECONDARY BOX17" x 30" x 18" SECONDARY BOX24" x 36" x 18" SECONDARY BOXRES SERVICE CABLE: 1-4/0AL TPX 600V IN 1-3" CONDUITLS1E STREETLIGHT CABLE: 1-6A DPX IN 1-2" CONDUITLS1E STREETLIGHT, 16' HEIGHT , 71W LEDPM TRANSFORMER, DF-LB, W/BOX PADSOLELY OWNED POLE - SIZE AS SHOWNFUSED CUTOUTS | DISCONNECTSLS2 APPLICANT INSTALLED STREETLIGHT CABLELS2 STREETLIGHT POINT OF SERVICELS2 STREETLIGHT
1734163536371538394014 7121113
TO SSD978417
T645255680777T124920993721517217
1635
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Know what's below.Call before you dig.
LOCATION 3 - SPLICE BOX DETAIL SCALE: 1" = 8'
TYPICAL INTERIOR STREET PATTERN SCALE: 1" = 5'SIDE STREET INTERIOR PATTERN SCALE: 1" = 5'
MATCHLINE A
LOCATION 7 - T645255 DETAIL SCALE: 1" = 8'
LOCATION 5 | TYPICAL EXTERIOR STREET TRANSFORMER CLEARANCES SCALE: 1" = 8'
LOCATION 14 | TRANSFORMER CLEARANCES SCALE: 1" = 8'
STREETLIGHT CLEARANCES
SCALE: 1" = 5'
LOCATION 1
DEPICTED
646397454076-MF437943
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LEGEND
EXISTING DESCRIPTIONINSTALL
SOLELY OWNED POLE - SIZE AS SHOWN
1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN
1 PHASE SECONDARY CABLE/CONDUCTOR - SIZE AS SHOWN
OVERHEAD TRANSFORMER - SIZE AS SHOWN
FUSED CUTOUTS | DISCONNECTS
SOLELY OWNED ANCHOR - SIZE AS SHOWN
VEGETATION REMOVAL
ENCROACHMENT PERMIT
TRAFFIC CONTROL PLAN / FLAGGING
WORK REQUIREMENTS
CITY COUNTY CALTRANS
CONSTRUCTION NOTE
VEGETATION REMOVAL
ENCROACHMENT PERMIT
TRAFFIC CONTROL PLAN / FLAGGING
WORK REQUIREMENTS
CITY COUNTY CALTRANS
CONSTRUCTION NOTE
WORK AGENT RESPONSIBILITIES
TO INSTALL ELECTRIC DISTRIBUTION FACILITIES
TO INSTALL DISTRIBUTION CONDUIT & SUBSTRUCTURES
TO INSTALL ELECTRIC SERVICE FACILITIES
TO INSTALL SERVICE CONDUITS & SUBSTRUCTURES
TO PERFORM ALL TRENCHING AND EXCAVATION
TO PERFORM JOINT TRENCH COMPOSITE | FORM B
TO PERFORM ALL POLE WORK
TO PERFORM ALL TIE-IN WORK
VEGETATION REMOVAL
ENCROACHMENT PERMIT
TRAFFIC CONTROL PLAN / FLAGGING
WORK REQUIREMENTS
CITY COUNTY CALTRANS
THIS JOB IS TO BE WORKED IN CONJUNCTION WITH PM:35235518
CONSTRUCTION NOTE
PG&E
N/A
N/A
N/A
N/A
N/A
N/A
N/A
MATCHLINE A
MATCHLINE A
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REQUIRED PERMITS
PRELIMINARY DRAWINGNOT FOR CONSTRUCTION
PRELIMINARY DRAWINGNOT FOR CONSTRUCTION
14602
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14525
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RENFRO EVADELL
PAMS
GLOVER
NORIEGA
ASHVILLE
WAYNE LEE 60'6'60'
4'5'60'60'
60'106'6'60'60'4'
60'61'4'4'60'4'L 29
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D
I - 832' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I- EMS BALL
I - 2" PE CAP
I - 2" PE TEE (10' CURB)14
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5'(12' CURB)(
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'
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)
(
8
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DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
F
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DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 660' OF 2" P_M
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
E
I - 280' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 2" PE TEE
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
I - 455' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 465' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 180' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 405' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 4" PE TEE
I - 2" X 4" PE REDUCER
H
I - 265' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC J
I
I - 5# ANODE
I - EMS BALL
I - 4" PE CAP
I - 1600' OF 4" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I - EMS BALL
I - 4" PE CAPI - 2" PE CPLG
I - 4" PE TEE
I - 2" X 4" PE REDUCER
I - 6' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
I - 380' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 2" PE CPLGC
I - 5' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 565' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
A 2'2'
G
10'
I - 2" PE TEE
EC
EC
B
H1
X
H2
•
N
1" = 120' C ABCDEFGHIJKL1234567891 1 1 1 1 1 1 T S 1 A B U T _ C D D R E R R R D C A A C C D T T P L L P P D S O P T C 1 1 11WORK CENTER #NBMS #DREAMS #DESIGN #DESIGN NAME:PARCEL/CASE #PLAN FILE #RER #R/W #CAD FILE:NOTIFICATION #TAX #NOTIF. #ORDER OP.#SHEET OF WBS #CREW FOREMAN: ___________________________COMPANY: _________________________________DATE MOVED ON JOB:DATE OFOPERATION:DATE MOVED OFF JOB:TOTAL FEETINSTALLED:TOTAL FEETRETIRED:INSTALL MAIN WITH AT LEAST: _______________COVER BELOW: ____________________________RETIREMENTREASON: _________REVIEWED:REGION ENG.TSSLPACPM & R SUP.PA / FPARPPMFOS / FSPRINT NAME:DATE:REVIEWED:LSPSLPADISTRICTINSPECTORPRINT NAME:DATE:PRE CONSTRUCTION MEETING:YESNO(REQUIRED WITH A GAS COMPANY REPRESENTATIVE)PRESSURE DISTRICT #DIST. PRESS. / MAOP:CLASS LOCATION AFFECTED FACILITIES1234ISO MAP #SUPPLY LINE #SUPPLY LINE PRESS.S.M.Y.S. 20% OR OVERSET / MOP:YESNOREG. STATION ID #N/A PCB FREE AREA HOT SPOTHOT DISTRICTPCB - MEGARULEANNUAL / BUSINESS LEAK SURVEY AREA:(POST LIMITS ON SKETCH IF APPLICABLE)YESNOPLANNINGCATHODICALLY PROTECTED:CP AREA #DATE:PHONE #YESNOBRIDGE OR SPAN INVOLVED:WILL ANY PIPE BE LEFT EXPOSED:(IF YES ROUTE AS-BUILT COPY TO SP SUPERVISOR)YESNOYESNOENVIRONMENTAL CLEARANCE REQUIRED:ISSUED BY:DATE:STORM WATER:BMPS ONLYSCG SWPPPAPPLICANT SWPPPSPECIAL ENVIRONMENTAL CONSIDERATIONS:(IF YES SEE REGION ENVIRONMENTAL ADVISOR)YESNOYESNOMISCELLANEOUS PLANNINGSTAKED:STAKING REQUIRED:VALVE(S) REQUIRED:PIPELINE MARKERS REQUIRED:(IF YES DISPLAY LOCATION)JOINT TRENCH:YESNOYESNOYESNOYESNOPERMITTINGPERMIT #ISSUED BY:PERMIT #ISSUED BY:LOCATION INFORMATIONTHOMAS GUIDE PAGE #TRACT #CITY OF:COUNTY OF:REGION NAME:DISTRICT NAME:ATLAS SHEET (S) / LEAK SURVEY AREA (S):NUMBER OF LATERALS CLEARED: __________METHOD(S) USED TO VERIFY LOCATION(S):OPEN TRENCHCAMERAPOTHOLEEXPOSED BY EXCAVATIONOTHERIF A POSITIVE LOCATION COULD NOT BE DETERMINED INDICATE THE ADDRESS/LOCATIONAND REASON WHY ON THIS SKETCH.LCT: DATE:FOS / FS: DATE:(GAS STD #184.0170)METHOD: _______________________________YESNOCROSSING SEWER LATERALS:DESIGN CHANGESWERE CHANGES MADE TO THEDESIGNED PIPE OR COMPONENT:(IF YES TECHNICAL SERVICES APPROVAL IS REQUIRED)REGION ENG: _____________________DATE: __________UPDATED TO RER # ____________________TSS: _____________________________LPA / PA / FPA:YESNODATE:DATE: __________BACKFILL TYPEUSED MECHANICAL COMPACTION:YESNOGAS HANDLINGREVIEWED AND PERFORMED ASPLANNED PER GAS STD #184.06 :(IF NO PLEASE PROVIDE EXPLANATION ON SKETCH)SIGN: _________________________PRINT NAME / TITLE:YESNODATE: _________(PER GAS STANDARD 104.0042)BY: ________________________ DATE: ___________(CHANGE LABOR TO MWO# 99300.000)YESNOABANDON PIPELINE SAMPLING REQUIREDPLANNING & SKETCHINGPLANNEDCONSTRUCTIONBASECOMPLETIONBY: DATE:BY: DATE:BY: DATE:BY: DATE:CURRENT OWNER & DATESHEET OF AREA MGR.TICKET # ___________AS-BUILT / CONSTRUCTION REVIEWWO#RS#FIELD CONSTRUCTION11j 1 2 7 B 0 S B C - # 0 S 0 C 0 # 0 0 11- T 1 S S S E T D E D L D ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( T N D P H D P T N F P L P ( W D T D T M T D S P S T D N R F D T P N ( D T P H E L E R G E D T P L N D D T P P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M I P I P I P I P I P I P I P P S B P B C B B B C B W S C C I C R R S R P P R D M D O D O D O T R T I S S S S N L T C R D A P P I P I Y C Y W N D D O N W R D C W P T D O S N 1 P O S 2 R F 3 T 4 " B 5 T D I M A S D T E C E L D H T S D E C S G 1 ( E f r 1 c i ( T o m t ( T ( T ( T ( P r ( E s ( L d D H T S D E R R ( I I I ( D I ( I A T * H 11j 1 C 0 # 0 C 0 0 110 - S T R B D C E S P W C S S A R N F A BI I S F M ( F S I S T G M S S T M M M M P P P P E C J P P P C P P P P H P L R W L D W A S C C S Y Y Y Y M N N S P B W S j 1 0 X Y 0 X X A - STEAM/AIRCH - CHEMICALE - ELECTRICF - FUELFC - FLOOD CONTROL CHANNELFO - FIBER OPTICSG - GASLPG - LIGUEFIED PETROLEUM GASOTH - OTHERPP - PETROLEUM PRODUCTSRR - RAILROAD SIGNALS - SEWERSL - STREET LIGHTINGSP - SLURRY SYSTEMSS - STORM SEWERSTM - STREAMTEL - TELEPHONETS - TRAFFIC SIGNALTV - CABLE TVUKN - UNKNOWNW - RECLAIMED WATERW - WATERUSAC.O.A.ConflictBoreTrenchR/R ACR/R PCCPaving repairs per C.O.A. Standards 132-C and/or 110-B, All Substructuresprotected in place, all minimum clearance will be maintained.WATER NOTES1) All existing water facilities shall be protected in place. The Contractor performing this workshall be responsible for all cost as a result of any damage or repairs to existing waterfacilities.2) In case of emergency contact Anaheim Water Field/Ops. 714 765 4560 and WaterEngineering 714 765 5796.3) Smaller water service laterals (i.e. 2" and smaller are typically shown on plans but must beprotected in place). The normal depth of cover of water laterals is 30".4) Unless otherwise approved, the following clearances shall be maintained between existingwater facilities and metallic gas pipe:a. A minimum separation of 24" for vertical crossings, where 24" of separation cannot bemaintained between gas and water, install 1/8" thick butyl insulating blanket perSTD-2-610. Gas service shall be installed beneath all water lateral crossings.b. A minimum separation of 5' horizontal/parallel installation.c. A minimum of 2' a round any above ground water facility.d. The proposed utility lines shall have a minimum vertical clearance of 18" from stormdrains and sewer lines and 12" water lines.5) Contractor should contact City of Anaheim Water inspection at 714 765 4591 prior tobeginning work. All excavations a round existing public water facilities shall be observed byCity Water Inspector.ADA NoteADA compliant pedestrian access must be maintained at all times during construction.City of Anaheim Monument Preservation NoticePrior to Construction, all survey monuments that may be disturbed shall be tied out and a cornerrecord of each monument shall be submitted to the City of the surveyor for approval, prior to beingfiled with the county surveyor.Following construction all survey monuments that were disturbed shall be reset in their originalpositions and a corner record of each monument shall be submitted to the city of surveyor forapproval, prior to being filed with the county surveyor. Pursuant to the professional land surveyorsact section 8771 (d ).ELECTRICAL NOTES1) Show and protect in place all existing underground electrical structures and maintainproper working clearance per GO128. It is the developer responsibility to ascertain ALLexisting underground facilities including underground secondary cable and conduits,primary lines, street lights, vaults, and protect in place or relocate per APU electricalengineering construction standards at the developer's expense. If relocation or removal ofexisting facilities is required, the developer must contact Electrical Engineering 714 7654211 for assistance.2) Contractor shall contact City of Anaheim Electrical Inspection 714 765 6864 two businessdays prior to beginning work. All excavations around existing public utilities facilities shall beobserved by City Electrical Inspector. In case of emergency the contractor shall immediatelycontact Electric Field Ops. 714 765 5108 and Electrical Engineering 714 765 4211.3) Maintain a minimum vertical clearance of 12" from electrical lines.CONSTRUCTION NOTES1) Trench restoration per C.O.A 132-C and/or 110-B for sidewalk replacement from expansionjoint to expansion joint.2) Sidewalk, curb and gutter, drive approach and A.D.A. ramp restoration must be constructedper current C.O.A Standards.3) Vaults/pull boxes etc. must be installed flushed with existing area.4) Traffic lane closures allowed only between the hours of 8:30am to 3:30pm.5) Posting of construction, NO parking signs must have time and dates of restriction posted noless than 72 hours in advance.6) Sidewalk may be closed during working hours with pedestrian detour posted per CAW.A.T.C.H. manual. Sidewalk must be restored and open at the end of each workday.7) Alley detours during construction must be coordinated in advance with sanitation pick upscheduled: Residential and Business.8) Underground markings must be removed prior to permit being closed (contractor mayutilize power washing) no black out on asphalt.9) One sack slurry backfill when tunneling under curb and Gutter.LEGENDWB - water box, WL - water valve lid, LP - light pole, PB - power box, SL - sewer lid , MH - man hole cover, StLB - street lighting box, TrlB - Traffic light box, CL - Center line, PL - Property line, RW -Right of Way, PLA - Plastic, ABDN - Abandon, CSG - Casing/Conduit, FH – Fire Hydrant.SCG NOTIFICATION#:RCP #Description of Job:BY:BY:PERMIT SKETCHCONSTRUCTION QUANTITIESSQ. FT.FOOTAGECONSTRUCTIONDESIGN SUBSTRUCTURESVICINITY MAPDEVELOPER POCSCG POCSHEET OFACHEFFCFOGLPGOTHPPRRSSLSPSSSTMTELTSTVUKNWWX Y 0 N1 xN1 W WORK CENTER #
NBMS #
DREAMS #
DESIGN #DESIGN NAME:
PARCEL/CASE #
PLAN FILE #
RER #
R/W #
CAD FILE:
NOTIFICATION #TAX #NOTIF. #ORDER OP.#SHEET OF WBS #
CREW FOREMAN: ___________________________
COMPANY: _________________________________
DATE MOVED
ON JOB:
DATE OF
OPERATION:
DATE MOVED
OFF JOB:
TOTAL FEET
INSTALLED:
TOTAL FEET
RETIRED:INSTALL MAIN WITH AT LEAST: _______________
COVER BELOW: ____________________________
RETIREMENT
REASON: _________
REVIEWED:
REGION ENG.
TSS
LPA
CP
M & R SUP.
PA / FPA
RPPM
FOS / FS
PRINT NAME:DATE:
REVIEWED:
LSPS
LPA
DISTRICT
INSPECTOR
PRINT NAME:DATE:
PRE CONSTRUCTION MEETING:
YES NO
(REQUIRED WITH A GAS COMPANY REPRESENTATIVE)
PRESSURE DISTRICT #
DIST. PRESS. / MAOP:
CLASS LOCATION
AFFECTED FACILITIES
1 2 3 4
ISO MAP #
SUPPLY LINE #
SUPPLY LINE PRESS.
S.M.Y.S. 20% OR OVER
SET / MOP:
YES NO
REG. STATION ID #
N/A PCB FREE AREA HOT SPOT HOT DISTRICT
PCB - MEGARULE
ANNUAL / BUSINESS LEAK SURVEY AREA:
(POST LIMITS ON SKETCH IF APPLICABLE)YES NO
PLANNINGCATHODICALLY PROTECTED:
CP AREA #
DATE:PHONE #
YES NO
BRIDGE OR SPAN INVOLVED:
WILL ANY PIPE BE LEFT EXPOSED:
(IF YES ROUTE AS-BUILT COPY TO SP SUPERVISOR)
YES NO
YES NO
ENVIRONMENTAL CLEARANCE REQUIRED:
ISSUED BY:DATE:
STORM WATER:BMPS ONLY SCG SWPPP
APPLICANT SWPPP
SPECIAL ENVIRONMENTAL CONSIDERATIONS:
(IF YES SEE REGION ENVIRONMENTAL ADVISOR)
YES NO
YES NO
MISCELLANEOUS PLANNING
STAKED:STAKING REQUIRED:
VALVE(S) REQUIRED:
PIPELINE MARKERS REQUIRED:
(IF YES DISPLAY LOCATION)
JOINT TRENCH:
YES NO
YES NO
YES NO
YES NO
PERMITTING
PERMIT #
ISSUED BY:
PERMIT #
ISSUED BY:
LOCATION INFORMATION
THOMAS GUIDE PAGE #
TRACT #
CITY OF:
COUNTY OF:
REGION NAME:
DISTRICT NAME:
ATLAS SHEET (S) / LEAK SURVEY AREA (S):
NUMBER OF LATERALS CLEARED: __________
METHOD(S) USED TO VERIFY LOCATION(S):
OPEN TRENCH CAMERA POTHOLE
EXPOSED BY EXCAVATION
OTHER
IF A POSITIVE LOCATION COULD NOT BE
DETERMINED INDICATE THE ADDRESS/LOCATION
AND REASON WHY ON THIS SKETCH.
LCT: DATE:
FOS / FS: DATE:
(GAS STD #184.0170)
METHOD: _______________________________
YES NOCROSSING SEWER LATERALS:
DESIGN CHANGES
WERE CHANGES MADE TO THE
DESIGNED PIPE OR COMPONENT:
(IF YES TECHNICAL SERVICES APPROVAL IS REQUIRED)
REGION ENG: _____________________DATE: __________
UPDATED TO RER # ____________________
TSS: _____________________________
LPA / PA / FPA:
YES NO
DATE:
DATE: __________
BACKFILL TYPE
USED MECHANICAL COMPACTION:YES NO
GAS HANDLING
REVIEWED AND PERFORMED AS
PLANNED PER GAS STD #184.06 :
(IF NO PLEASE PROVIDE EXPLANATION ON SKETCH)
SIGN: _________________________
PRINT NAME / TITLE:
YES NO
DATE: _________
(PER GAS STANDARD 104.0042)
BY: ________________________ DATE: ___________
(CHANGE LABOR TO MWO# 99300.000)
YES NO
ABANDON PIPELINE SAMPLING REQUIRED
PLANNING & SKETCHING
PLANNED
CONSTRUCTION
BASE
COMPLETION
BY: DATE:
BY: DATE:BY: DATE:
BY: DATE:
CURRENT OWNER & DATE
SHEET OF
AREA MGR.
TICKET # ___________AS-BUILT / CONSTRUCTION REVIEWWO#
RS#FIELD CONSTRUCTION1 1J. GUZMAN 9/9/2021 J. PADILLA 10/25/2021
J. PADILLA 10/25/2021 jpadill3 10/27/2021
2400-H7
7350-1
BAKERSFIELD
0015
SCG NORTHERN - GD
BAKERSFIELD
C2 1010 14
34447-306
55 50
----
####
JACOB GUZMAN 9/9/2021
PAT O'BRIEN 9/14/2021
DAN PETERS
CONSTRUCTION SKETCH
0000250544
CGD_BKR 00000000
196986
####30493555
000030493555.dwg
000030493555 11000030493555----
__'
PRINT NAME:
DURATION:_______ HRS. AND/OR_______MIN.
MEDIUM HIGH
AIR
SIGN:
GAS STD#184.0150
GAS STD
#182.0170
ACTUAL MINIMUM TEST PRESSURE:_______PSIG
MINIMUM:________ PSIG / MAXIMUM:________PSIG
PRINT TITLE:
DATE:
LOCATION "_________"TO LOCATION "_________"
NITROGEN:OTHER:________________
PIPE PRESSURE TEST
TEST PRESSURE:
PLANNED INFORMATION ABOVE THIS LINE
ACTUAL FIELD INFORMATION BELOW THIS LINE
TEST MEDIUM:
PRESSURE GAUGE SERIAL#:_________________________
I J
100 140
44443-182 2" PU
04-14
34447-308 2" PU 12-07
34447-308 2" PU 12-07
34447-306 2" PU 12-07
34447-306 2" PU 12-07
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
ANTICIPATED PRESSURE:_______PSIG
AS FOUND PRESSURE:_______PSIG
PIPE PRESSURE
50
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
ANTICIPATED PRESSURE:_______PSIG
AS FOUND PRESSURE:_______PSIG
PIPE PRESSURE
50
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
EXIST INST ABAND BY:
PE TYPE:LOT #:
PLASTIC PIPE LOT NUMBER
14602
14602
14509
14504
14504
14516
14525
14510
14514
14502
0
14604
14601
14512
14501
14514
14526
14501
14603
14507
14521 14515
14524 14512
14503
14502
14528 14520
14513
14500
14513
14600
14603 14527
14508
CLCLCL
C
L
C
L
C
L
C
L
CLCLCLC
LCL CL
C
L
CLCLCLCLCLCL
CL
CLCLCL
CL
CL
CL
CL
CL
C
L
C
L
C
L
C
L
C
L
CL
CL
CL
CL
CL
CL
CL
CL
RENFRO
S
A
N
T
A
F
E
EDGEFIELD S
H
A
D
Y
CLCLCL
L
N
RENFRO EVADELL
PAMS
GLOVER
NORIEGA
ASHVILLE
WAYNE LEE 60'6'60'
4'5'60'60'
60'106'6'60'60'4'
60'61'4'4'60'4'L 29
RD WA
Y
CLOV
E
R
D
A
L
E
WAY
CT
CT
CT
RD
AVE
T
R
E
E
CTSTRD80'5'
5'
5'DE5'5'5'1
1
0
'10'10'10'10'10'5'5'
5'
7'100'1
2
3
4
5
6
7
8
9
10
11
12
13
C1
X
C2
•
C3
I
A5
•
A2
•
A1
X
A2
•
A3
I
TIED
TIED
TIED
TIED
TIED
D
I - 832' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I- EMS BALL
I - 2" PE CAP
I - 2" PE TEE (10' CURB)14
15
16
17
18
19
20
21
22
23
24
2526
27
28
29
30
31
32
33
34
35
36
37
38
39
40
PH2 - 1
PH2 - 2
PH2 - 12
PH2 - 3
PH2 - 4 PH2 - 11
PH2 - 5 PH2 - 10
PH2 - 6 PH2 - 9
PH2 - 7 PH2 - 8
PH2 - 13
PH2 - 14
PH2 - 15 PH2 - 16
PH2 - 17
PH2 - 18
PH2 - 19
PH2 - 20
PH2 - 21
PH2 - 22
PH2 - 29
PH2 - 28
PH2 - 27
PH2 - 26
PH2 - 25
PH2 - 24
PH2 - 23
5'(12' CURB)(
1
2
'
C
U
R
B
)
(
8
'
CU
R
B
)(12' CURB)(10' CURB)I - 265' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
F
I - 265' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 660' OF 2" P_M
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
E
I - 280' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 2" PE TEE
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
I - 455' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 465' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 180' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 405' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 4" PE TEE
I - 2" X 4" PE REDUCER
H
I - 265' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC J
I
I - 5# ANODE
I - EMS BALL
I - 4" PE CAP
I - 1600' OF 4" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I - EMS BALL
I - 4" PE CAPI - 2" PE CPLG
I - 4" PE TEE
I - 2" X 4" PE REDUCER
I - 6' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 5# ANODE
I - EMS BALL
I - 2" PE CAP
I - 380' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 2" PE CPLGC
I - 5' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
I - 2" PE TEE
I - 565' OF 2" P_M
DEVELOPER PROVIDED JOINT
TRENCH / PUBLIC PROPERTY -
PTC
A 2'2'
G
10'
I - 2" PE TEE
EC
EC
B
H1
X
H2
•
N
1" = 120' C ABCDEFGHIJKL1234567891 1 1 1 1 1 1 T S 1 A B U T _ C D D R E R R R D C A A C C D T T P L L P P D S O P T C 1 1 11WORK CENTER #NBMS #DREAMS #DESIGN #DESIGN NAME:PARCEL/CASE #PLAN FILE #RER #R/W #CAD FILE:NOTIFICATION #TAX #NOTIF. #ORDER OP.#SHEET OF WBS #CREW FOREMAN: ___________________________COMPANY: _________________________________DATE MOVED ON JOB:DATE OFOPERATION:DATE MOVED OFF JOB:TOTAL FEETINSTALLED:TOTAL FEETRETIRED:INSTALL MAIN WITH AT LEAST: _______________COVER BELOW: ____________________________RETIREMENTREASON: _________REVIEWED:REGION ENG.TSSLPACPM & R SUP.PA / FPARPPMFOS / FSPRINT NAME:DATE:REVIEWED:LSPSLPADISTRICTINSPECTORPRINT NAME:DATE:PRE CONSTRUCTION MEETING:YESNO(REQUIRED WITH A GAS COMPANY REPRESENTATIVE)PRESSURE DISTRICT #DIST. PRESS. / MAOP:CLASS LOCATION AFFECTED FACILITIES1234ISO MAP #SUPPLY LINE #SUPPLY LINE PRESS.S.M.Y.S. 20% OR OVERSET / MOP:YESNOREG. STATION ID #N/A PCB FREE AREA HOT SPOTHOT DISTRICTPCB - MEGARULEANNUAL / BUSINESS LEAK SURVEY AREA:(POST LIMITS ON SKETCH IF APPLICABLE)YESNOPLANNINGCATHODICALLY PROTECTED:CP AREA #DATE:PHONE #YESNOBRIDGE OR SPAN INVOLVED:WILL ANY PIPE BE LEFT EXPOSED:(IF YES ROUTE AS-BUILT COPY TO SP SUPERVISOR)YESNOYESNOENVIRONMENTAL CLEARANCE REQUIRED:ISSUED BY:DATE:STORM WATER:BMPS ONLYSCG SWPPPAPPLICANT SWPPPSPECIAL ENVIRONMENTAL CONSIDERATIONS:(IF YES SEE REGION ENVIRONMENTAL ADVISOR)YESNOYESNOMISCELLANEOUS PLANNINGSTAKED:STAKING REQUIRED:VALVE(S) REQUIRED:PIPELINE MARKERS REQUIRED:(IF YES DISPLAY LOCATION)JOINT TRENCH:YESNOYESNOYESNOYESNOPERMITTINGPERMIT #ISSUED BY:PERMIT #ISSUED BY:LOCATION INFORMATIONTHOMAS GUIDE PAGE #TRACT #CITY OF:COUNTY OF:REGION NAME:DISTRICT NAME:ATLAS SHEET (S) / LEAK SURVEY AREA (S):NUMBER OF LATERALS CLEARED: __________METHOD(S) USED TO VERIFY LOCATION(S):OPEN TRENCHCAMERAPOTHOLEEXPOSED BY EXCAVATIONOTHERIF A POSITIVE LOCATION COULD NOT BE DETERMINED INDICATE THE ADDRESS/LOCATIONAND REASON WHY ON THIS SKETCH.LCT: DATE:FOS / FS: DATE:(GAS STD #184.0170)METHOD: _______________________________YESNOCROSSING SEWER LATERALS:DESIGN CHANGESWERE CHANGES MADE TO THEDESIGNED PIPE OR COMPONENT:(IF YES TECHNICAL SERVICES APPROVAL IS REQUIRED)REGION ENG: _____________________DATE: __________UPDATED TO RER # ____________________TSS: _____________________________LPA / PA / FPA:YESNODATE:DATE: __________BACKFILL TYPEUSED MECHANICAL COMPACTION:YESNOGAS HANDLINGREVIEWED AND PERFORMED ASPLANNED PER GAS STD #184.06 :(IF NO PLEASE PROVIDE EXPLANATION ON SKETCH)SIGN: _________________________PRINT NAME / TITLE:YESNODATE: _________(PER GAS STANDARD 104.0042)BY: ________________________ DATE: ___________(CHANGE LABOR TO MWO# 99300.000)YESNOABANDON PIPELINE SAMPLING REQUIREDPLANNING & SKETCHINGPLANNEDCONSTRUCTIONBASECOMPLETIONBY: DATE:BY: DATE:BY: DATE:BY: DATE:CURRENT OWNER & DATESHEET OF AREA MGR.TICKET # ___________AS-BUILT / CONSTRUCTION REVIEWWO#RS#FIELD CONSTRUCTION11j 1 2 7 B 0 S B C - # 0 S 0 C 0 # 0 0 11- T 1 S S S E T D E D L D ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( T N D P H D P T N F P L P ( W D T D T M T D S P S T D N R F D T P N ( D T P H E L E R G E D T P L N D D T P P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M P H M H M I P I P I P I P I P I P I P P S B P B C B B B C B W S C C I C R R S R P P R D M D O D O D O T R T I S S S S N L T C R D A P P I P I Y C Y W N D D O N W R D C W P T D O S N 1 P O S 2 R F 3 T 4 " B 5 T D I M A S D T E C E L D H T S D E C S G 1 ( E f r 1 c i ( T o m t ( T ( T ( T ( P r ( E s ( L d D H T S D E R R ( I I I ( D I ( I A T * H 11j 1 C 0 # 0 C 0 0 110 - S T R B D C E S P W C S S A R N F A BI I S F M ( F S I S T G M S S T M M M M P P P P E C J P P P C P P P P H P L R W L D W A S C C S Y Y Y Y M N N S P B W S j 1 0 X Y 0 X X A - STEAM/AIRCH - CHEMICALE - ELECTRICF - FUELFC - FLOOD CONTROL CHANNELFO - FIBER OPTICSG - GASLPG - LIGUEFIED PETROLEUM GASOTH - OTHERPP - PETROLEUM PRODUCTSRR - RAILROAD SIGNALS - SEWERSL - STREET LIGHTINGSP - SLURRY SYSTEMSS - STORM SEWERSTM - STREAMTEL - TELEPHONETS - TRAFFIC SIGNALTV - CABLE TVUKN - UNKNOWNW - RECLAIMED WATERW - WATERUSAC.O.A.ConflictBoreTrenchR/R ACR/R PCCPaving repairs per C.O.A. Standards 132-C and/or 110-B, All Substructuresprotected in place, all minimum clearance will be maintained.WATER NOTES1) All existing water facilities shall be protected in place. The Contractor performing this workshall be responsible for all cost as a result of any damage or repairs to existing waterfacilities.2) In case of emergency contact Anaheim Water Field/Ops. 714 765 4560 and WaterEngineering 714 765 5796.3) Smaller water service laterals (i.e. 2" and smaller are typically shown on plans but must beprotected in place). The normal depth of cover of water laterals is 30".4) Unless otherwise approved, the following clearances shall be maintained between existingwater facilities and metallic gas pipe:a. A minimum separation of 24" for vertical crossings, where 24" of separation cannot bemaintained between gas and water, install 1/8" thick butyl insulating blanket perSTD-2-610. Gas service shall be installed beneath all water lateral crossings.b. A minimum separation of 5' horizontal/parallel installation.c. A minimum of 2' a round any above ground water facility.d. The proposed utility lines shall have a minimum vertical clearance of 18" from stormdrains and sewer lines and 12" water lines.5) Contractor should contact City of Anaheim Water inspection at 714 765 4591 prior tobeginning work. All excavations a round existing public water facilities shall be observed byCity Water Inspector.ADA NoteADA compliant pedestrian access must be maintained at all times during construction.City of Anaheim Monument Preservation NoticePrior to Construction, all survey monuments that may be disturbed shall be tied out and a cornerrecord of each monument shall be submitted to the City of the surveyor for approval, prior to beingfiled with the county surveyor.Following construction all survey monuments that were disturbed shall be reset in their originalpositions and a corner record of each monument shall be submitted to the city of surveyor forapproval, prior to being filed with the county surveyor. Pursuant to the professional land surveyorsact section 8771 (d ).ELECTRICAL NOTES1) Show and protect in place all existing underground electrical structures and maintainproper working clearance per GO128. It is the developer responsibility to ascertain ALLexisting underground facilities including underground secondary cable and conduits,primary lines, street lights, vaults, and protect in place or relocate per APU electricalengineering construction standards at the developer's expense. If relocation or removal ofexisting facilities is required, the developer must contact Electrical Engineering 714 7654211 for assistance.2) Contractor shall contact City of Anaheim Electrical Inspection 714 765 6864 two businessdays prior to beginning work. All excavations around existing public utilities facilities shall beobserved by City Electrical Inspector. In case of emergency the contractor shall immediatelycontact Electric Field Ops. 714 765 5108 and Electrical Engineering 714 765 4211.3) Maintain a minimum vertical clearance of 12" from electrical lines.CONSTRUCTION NOTES1) Trench restoration per C.O.A 132-C and/or 110-B for sidewalk replacement from expansionjoint to expansion joint.2) Sidewalk, curb and gutter, drive approach and A.D.A. ramp restoration must be constructedper current C.O.A Standards.3) Vaults/pull boxes etc. must be installed flushed with existing area.4) Traffic lane closures allowed only between the hours of 8:30am to 3:30pm.5) Posting of construction, NO parking signs must have time and dates of restriction posted noless than 72 hours in advance.6) Sidewalk may be closed during working hours with pedestrian detour posted per CAW.A.T.C.H. manual. Sidewalk must be restored and open at the end of each workday.7) Alley detours during construction must be coordinated in advance with sanitation pick upscheduled: Residential and Business.8) Underground markings must be removed prior to permit being closed (contractor mayutilize power washing) no black out on asphalt.9) One sack slurry backfill when tunneling under curb and Gutter.LEGENDWB - water box, WL - water valve lid, LP - light pole, PB - power box, SL - sewer lid , MH - man hole cover, StLB - street lighting box, TrlB - Traffic light box, CL - Center line, PL - Property line, RW -Right of Way, PLA - Plastic, ABDN - Abandon, CSG - Casing/Conduit, FH – Fire Hydrant.SCG NOTIFICATION#:RCP #Description of Job:BY:BY:PERMIT SKETCHCONSTRUCTION QUANTITIESSQ. FT.FOOTAGECONSTRUCTIONDESIGN SUBSTRUCTURESVICINITY MAPDEVELOPER POCSCG POCSHEET OFACHEFFCFOGLPGOTHPPRRSSLSPSSSTMTELTSTVUKNWWX Y 0 N1 xN1 W WORK CENTER #
NBMS #
DREAMS #
DESIGN #DESIGN NAME:
PARCEL/CASE #
PLAN FILE #
RER #
R/W #
CAD FILE:
NOTIFICATION #TAX #NOTIF. #ORDER OP.#SHEET OF WBS #
CREW FOREMAN: ___________________________
COMPANY: _________________________________
DATE MOVED
ON JOB:
DATE OF
OPERATION:
DATE MOVED
OFF JOB:
TOTAL FEET
INSTALLED:
TOTAL FEET
RETIRED:INSTALL MAIN WITH AT LEAST: _______________
COVER BELOW: ____________________________
RETIREMENT
REASON: _________
REVIEWED:
REGION ENG.
TSS
LPA
CP
M & R SUP.
PA / FPA
RPPM
FOS / FS
PRINT NAME:DATE:
REVIEWED:
LSPS
LPA
DISTRICT
INSPECTOR
PRINT NAME:DATE:
PRE CONSTRUCTION MEETING:
YES NO
(REQUIRED WITH A GAS COMPANY REPRESENTATIVE)
PRESSURE DISTRICT #
DIST. PRESS. / MAOP:
CLASS LOCATION
AFFECTED FACILITIES
1 2 3 4
ISO MAP #
SUPPLY LINE #
SUPPLY LINE PRESS.
S.M.Y.S. 20% OR OVER
SET / MOP:
YES NO
REG. STATION ID #
N/A PCB FREE AREA HOT SPOT HOT DISTRICT
PCB - MEGARULE
ANNUAL / BUSINESS LEAK SURVEY AREA:
(POST LIMITS ON SKETCH IF APPLICABLE)YES NO
PLANNINGCATHODICALLY PROTECTED:
CP AREA #
DATE:PHONE #
YES NO
BRIDGE OR SPAN INVOLVED:
WILL ANY PIPE BE LEFT EXPOSED:
(IF YES ROUTE AS-BUILT COPY TO SP SUPERVISOR)
YES NO
YES NO
ENVIRONMENTAL CLEARANCE REQUIRED:
ISSUED BY:DATE:
STORM WATER:BMPS ONLY SCG SWPPP
APPLICANT SWPPP
SPECIAL ENVIRONMENTAL CONSIDERATIONS:
(IF YES SEE REGION ENVIRONMENTAL ADVISOR)
YES NO
YES NO
MISCELLANEOUS PLANNING
STAKED:STAKING REQUIRED:
VALVE(S) REQUIRED:
PIPELINE MARKERS REQUIRED:
(IF YES DISPLAY LOCATION)
JOINT TRENCH:
YES NO
YES NO
YES NO
YES NO
PERMITTING
PERMIT #
ISSUED BY:
PERMIT #
ISSUED BY:
LOCATION INFORMATION
THOMAS GUIDE PAGE #
TRACT #
CITY OF:
COUNTY OF:
REGION NAME:
DISTRICT NAME:
ATLAS SHEET (S) / LEAK SURVEY AREA (S):
NUMBER OF LATERALS CLEARED: __________
METHOD(S) USED TO VERIFY LOCATION(S):
OPEN TRENCH CAMERA POTHOLE
EXPOSED BY EXCAVATION
OTHER
IF A POSITIVE LOCATION COULD NOT BE
DETERMINED INDICATE THE ADDRESS/LOCATION
AND REASON WHY ON THIS SKETCH.
LCT: DATE:
FOS / FS: DATE:
(GAS STD #184.0170)
METHOD: _______________________________
YES NOCROSSING SEWER LATERALS:
DESIGN CHANGES
WERE CHANGES MADE TO THE
DESIGNED PIPE OR COMPONENT:
(IF YES TECHNICAL SERVICES APPROVAL IS REQUIRED)
REGION ENG: _____________________DATE: __________
UPDATED TO RER # ____________________
TSS: _____________________________
LPA / PA / FPA:
YES NO
DATE:
DATE: __________
BACKFILL TYPE
USED MECHANICAL COMPACTION:YES NO
GAS HANDLING
REVIEWED AND PERFORMED AS
PLANNED PER GAS STD #184.06 :
(IF NO PLEASE PROVIDE EXPLANATION ON SKETCH)
SIGN: _________________________
PRINT NAME / TITLE:
YES NO
DATE: _________
(PER GAS STANDARD 104.0042)
BY: ________________________ DATE: ___________
(CHANGE LABOR TO MWO# 99300.000)
YES NO
ABANDON PIPELINE SAMPLING REQUIRED
PLANNING & SKETCHING
PLANNED
CONSTRUCTION
BASE
COMPLETION
BY: DATE:
BY: DATE:BY: DATE:
BY: DATE:
CURRENT OWNER & DATE
SHEET OF
AREA MGR.
TICKET # ___________AS-BUILT / CONSTRUCTION REVIEWWO#
RS#FIELD CONSTRUCTION1 1J. GUZMAN 9/9/2021 J. PADILLA 10/25/2021
J. PADILLA 10/25/2021 jpadill3 10/27/2021
2400-H7
7350-1
BAKERSFIELD
0015
SCG NORTHERN - GD
BAKERSFIELD
C2 1010 14
34447-306
55 50
----
####
JACOB GUZMAN 9/9/2021
PAT O'BRIEN 9/14/2021
DAN PETERS
CONSTRUCTION SKETCH
0000250544
CGD_BKR 00000000
196986
####30493555
000030493555.dwg
000030493555 11000030493555----
__'
PRINT NAME:
DURATION:_______ HRS. AND/OR_______MIN.
MEDIUM HIGH
AIR
SIGN:
GAS STD#184.0150
GAS STD
#182.0170
ACTUAL MINIMUM TEST PRESSURE:_______PSIG
MINIMUM:________ PSIG / MAXIMUM:________PSIG
PRINT TITLE:
DATE:
LOCATION "_________"TO LOCATION "_________"
NITROGEN:OTHER:________________
PIPE PRESSURE TEST
TEST PRESSURE:
PLANNED INFORMATION ABOVE THIS LINE
ACTUAL FIELD INFORMATION BELOW THIS LINE
TEST MEDIUM:
PRESSURE GAUGE SERIAL#:_________________________
I J
100 140
44443-182 2" PU
04-14
34447-308 2" PU 12-07
34447-308 2" PU 12-07
34447-306 2" PU 12-07
34447-306 2" PU 12-07
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ANTICIPATED PRESSURE:_______PSIG
AS FOUND PRESSURE:_______PSIG
PIPE PRESSURE
50
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AS FOUND PRESSURE:_______PSIG
PIPE PRESSURE
50
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exxST::
CONSTRUCTION SKETCH
TRACT 7350 PHASES 1 (c 2
LEONARD ALVARADO ROAD | RENFRO RD
BAKERSFIELD. CA
PKre WS k Plena: ________
REVISIONS PRWARt \TM.V££:21 IV >aTAC£ AREA: 1
SOURCE SOC OEVCE; SWITCH 97M17
OSGN SAC: LT RURAL
LOAONG AREA: UGHT
RWTOR ZO&TES
ARRESTER DST: 2
non «/*IfKtfUlM-TDM
ENGINEERING AND PIANNING DEPT.
B RIVERPARK PUCE EAST
FRESNO, CA 93720
SUPy.BStKM ELRCH REPiMW.W CORWCJO
PUTItAWJ CASmiOmmssmNO EMffiONVHMTAl
CAS COSTirT:KO |OB LOON/A 1pw.3523551B IsHEH:! QfZ |«g.O
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R E V 1 S 1 0 M S PR.UWT VOLTAGE; 21 W VOLTAGE AREA: 1kUwnDCSCPPTDMLATTIUOE; i5_407767 LDNGnUDE: -119.16317SOURCE SIDE DEVICE: SWUCH 97B4I7
SUB t ORCUTT: RENFRO 21 7
mwi au’ML- t/k | ns «£A Utk-TDi 1
ENGINERING AND PLANNING DET.
8 RIVERPARK PLACE EAST
FRESNO, CA 93720
CAS COKnXT:HO
E5T:N!CK DENNSON (559) 3473152
ADE: RAMON CHAVEZ 1 (559) 3473236
SUPW BRENDA ELRCH (559) 347305C
REP:AVWR> CORNEJO (661) 3983755
PLHR:JUAN CASTILLO (661) 39839B7NOTTF: 120578516 JPA^N/A
SCALE: 1 ■■=50’MTE: 05/19/2021|pvl3523551B SHEET: 2 0E2 |SV.O
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PRELIMINARY DRAWINGNOT FOR CONSTRUCTION
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12 !.3"4!*53"