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l I 2 I 31 3 <br />DIRECT BURIAL COATING SELECTIONS <br />LISTED W ORDER OF PREFERENCE <br />MAW LINE COATING I FOE <br />MINOR REPAIRS 3M SCOTCHKOTE 323, PROTAL 7200, FOE <br />TIE-IN WELDS 3M SCOTCHKOTE 323, PROTAL 7200, FOE <br />GIRTH WELDS 3M SCUTCHKOTE 323, PROTAL 7200, FOE <br />E BUTT WELDED FITTINGS 3M SCOTCHKOTE 323, PROTAL 720D, FBE <br />VALVEASSEMBUES 3M SCOTCHKOTE 323, PROTAL 720D, DEVGRIP 238 <br />SHORT SEGMENTS OF PIPE 3M SCOTCHKOTE 323, PROTAL 7200,1 <br />AIR-MSOILTRANSITIONS PSI700 OVER PROTAL 7200083M SCOTCHKOTE 323 <br />PRESSURE CONTROL FITTINGS OOOY:PROTAL7200 FLANGE: WAX TAPE <br />TIE-IW4COATING TRANSITIONS PROTAL 7200, WAX TAPE, POLYKEN TAPE <br />BORED COATING SELECTIONS <br />LISTED W ORDER OF PREFERENCE <br />MAIN UNE COATING ARC APPLIED OVER fBE <br />MINOR REPAIRS PROTAL 7200, POWERCRETE J. 3M SCOTCHKOTE 323 <br />TIE-IN WELDS I ARC OVER FBE, PROTAL 7200, POWERCRETEI <br />NOTES: <br />01 <br />INTERNAL CORROSION (IC) <br />DESIGN & CONSTRUCTION REVIEW <br />IC THREAT <br />YES <br />NO <br />(PER RMP -I6) <br />Acronym Definition <br />DETAIL LEGEND: <br />IC REVIEW COMPLETED BY <br />-N 11) <br />DATE <br />(CORROSION ENGINEER OR DESIGNATE) <br />FENCE <br />PSI <br />PV <br />'MIT <br />CORROSION ENGINEERING HAS REVIEWED <br />UG <br />USA <br />STORM DRAIN INLET <br />THIS DESIGN AND I NCORPORATED ANY <br />PROPOSED GAS TRANSMISSION LINE <br />DFM <br />DI <br />NECESSARY IC DESIGN AND CONSTRUCTION <br />CONSIDERATIONS. DOCUMENTATION OF <br />GAS TRANSMISSION LINE( EXISTING) <br />-L� WALITYPE <br />THEREVIEW AND ACTIONS TAKEN ARE IN <br />Pavement <br />Quantity <br />GAS LINE MARKER (PADDLE SINGLE) <br />THE 108 PACKAGE AND INCORPORATED IN <br />THIS DESIGN. <br />UTILITY MANHOLE <br />AC Asphalt Concrete <br />EDITS ROUTING NUMBEA: <br />CA.—m- <br />INSTALLATION TESTED OR INSPECTED AND <br />NOTED ON DRAWING. <br />ALL CORROSION LEVELS SATISFACTORY PEP <br />PG&E GAS UTILITY STANDARD TO-A181S. <br />C <br />QUAUI EMPLOYEE DATE <br />CORROSION MECHANICS SIGNATURE IS <br />REQUIRED WHEN A CPA BOUNDARY IS <br />WITHIN THE SCOPE OF THE PROJECT. <br />4 I 5 EI I 6 I 7 I Ila 9 10 <br />LEGEND: <br />Acronym <br />Definition <br />Acronym <br />001.1lon <br />Acronym Deflntim, <br />Acronym Definition <br />DETAIL LEGEND: <br />LEI ExIOIng <br />IN Proposed <br />SGT— <br />GAS TRANSMISSION LINE (PROPOSED) <br />—K— <br />FENCE <br />PSI <br />PV <br />'MIT <br />GAS LINE MARKER (PADDLE DUAL) <br />UG <br />USA <br />STORM DRAIN INLET <br />----- <br />PROPOSED GAS TRANSMISSION LINE <br />DFM <br />DI <br />—GT— <br />GAS TRANSMISSION LINE( EXISTING) <br />-L� WALITYPE <br />QTY <br />Pavement <br />Quantity <br />GAS LINE MARKER (PADDLE SINGLE) <br />Ultra -Sonic Test <br />Valve <br />UTILITY MANHOLE <br />AC Asphalt Concrete <br />OUR <br />CA.—m- <br />—GD— <br />—GS— <br />GAS DISTRIBUTION LINE (EXISTING) <br />GAS SERVICE LINE (EXISTING) <br />0 <br />WALL <br />BARRIER <br />` <br />GAS LINE MARKER )POST) <br />® <br />WATFR METER <br />_= <br />EXISTING GAS TRANSMISSION LINE <br />TEMPORARY GAS TRANSMISSION LINE <br />RR <br />JP <br />---GT--- <br />GAS TRANSMISSION <br />Reinforced Concrete Pipe <br />Road <br />TEMPORARY BARNIFR (TYPE K) <br />Volume <br />Water <br />GAS UNE MARKER(OTHER) <br />IPQ <br />WATER VALVE <br />Distribution ReeWator <br />District Regulator <br />(OWNED BY PG&E <br />E <br />---GD--- <br />LINEETIREDC) <br />GAS DISTRIBUTION LINE (RETIRED) <br />WT <br />WV <br />GUARD RAIL <br />ARC Abraslon Resistant Coaling <br />Is <br />CABLE TV BOX <br />_ <br />- - --- <br />TEMPORARY GAS TRANSMISSION LINE <br />REL <br />Relocate loce <br />W/ <br />-�-- <br />TOE OF SLOPE <br />)� <br />INSULATION JOINT <br />LIN <br />LNG <br />LOC <br />lane <br />liquid Natural Gas <br />Location <br />REPL <br />REV <br />RR <br />(OWNED BY OTHERS) <br />W/o <br />WP <br />------ <br />GS <br />OWNE-��--- R <br />GAS SERVICE UNE IPEi1RF0) <br />-- - I --- <br />TOP OF SLOPE <br />® <br />PRESSURE CONTROL FITTING <br />;1 <br />TELECOMM 00% <br />..._.._.._.. <br />An EDGASTRANSMISSION LINE <br />-� --� <br />FOREIGN GAS LINE <br />rEP <br />EM Curve <br />Ekclrk <br />IT <br />M <br />Left <br />Monitor <br />;I; <br />TELECOMM VAULT <br />— si— <br />JOINT TRENCH <br />rFC <br />EDGE OF PAVEMENTQG <br />® <br />GASBOX <br />GAS HIGH PRESSURE REGULATOR <br />STREET LIGHT BOX <br />- <br />"'---"-' <br />GAS TRANSMISSION LINE—ET— <br />(TO BE REMOVED) <br />EMS <br />—ED— <br />ELECTRIC TRANSMISSION LINE <br />ELECTRIC DISTRIBUTION LINE <br />rBW <br />FACE OF CURB <br />LM] <br />GAS METER <br />® <br />TREE <br />BM Bench Mark <br />BMP Best Management Practice <br />ORIGINALGROUND <br />Engineer <br />Edge of Pavement <br />— ES — <br />ELECTRIC SERVICE LINE <br />SCADA <br />SD <br />BACK OF WALK <br />® <br />GAS DISTRICT REGULATOR <br />® <br />ANODE <br />EQ <br />ERW <br />GAS VALVE <br />MLV <br />MON <br />—EtOH— <br />ELECTRIC TRANSMISSION OVERHEAD <br />- - <br />DASHED PAVEMENT MARKINGS <br />Q <br />DEEPWELL ANODE <br />Envifonmensally SensiFlve Area <br />MOP <br />Maximum O,sraling Pressure <br />—EDOH— <br />ELECTRIC DISTRIBUTION OVERHEAD <br />UNPAVED ROAD <br />® <br />PG&E GAS MANHOLE <br />CAT <br />COMPUTER AUTOMATED <br />' <br />PIPE END CUT (SIDE) <br />SMYS <br />SPEC <br />— I — <br />TELEPHONE LINE <br />TS111LU1-l.[ <br />RAILROAD <br />® <br />GAS VAULT <br />fihe, <br />Frame and Cover <br />TEST STATION <br />Meter <br />Working Monitor <br />PIPE END CUT <br />Sanitary Sewer <br />Srile 5ubme,pol Arc-Weldod <br />—f0— <br />FIBER OPTIC LINE <br />® <br />GAS VENT <br />® <br />COUPON TEST STATION <br />MWP <br />N <br />Maaimum Working Pressure <br />North <br />ST <br />STA <br />—N— <br />CLE TV LINE <br />AB <br />CMP Corrugated Metal Pipe <br />CNG Compressed Natural Gas <br />ELECTROLYSIS TEST STATION <br />FLOW <br />FLOWARROW <br />Nod -Dal uctive EKamin.11- <br />Normal Go ling Pressure <br />STD <br />STL <br />Standard <br />Steel <br />GAS VALVE <br />Co County <br />FH <br />Fite Hydrant <br />NPC <br />—SD— <br />STORM DRAIN LINE <br />. <br />ACCESS ROAD <br />GASTMNSMI551ON <br />® <br />POLE -MOUNTED RECTIFIER <br />s <br />TIE-IN WELD <br />Hit I. <br />Flow Lane <br />—SS— <br />SEWER (INF <br />T <br />TOE <br />Tied [Connected m System) <br />Temporary Construclion Easent <br />me <br />PG&E ELECTRIC MANHOLE <br />T MA11NG & <br />w <br />CP Cathodic Protection <br />CPT Catch Pohl <br />D <br />—W— <br />WATERLINE <br />® <br />LAYDOWN/$PAGING/ <br />CONSTRUCTION IMPACT AREA <br />-®7 <br />In <br />ELECTRICVAULT <br />Q <br />POTHOLE <br />2F <br />MATERIAL OF RECORD ASSET <br />G5 <br />GS&s <br />—LINK <br />UNKNOWN UTILITIES <br />Pipeline <br />Propertylinc <br />TDW <br />TEL <br />T. D. Witlamson <br />Telephone <br />LITILTTY POLE(ELECTRICI <br />CITY/COUNTY MONUMENT <br />/:A <br />V� <br />BILL OF MATERIALS ASSET <br />GV <br />C====D <br />--- <br />CASING <br />. <br />E%LAVATION/BELL NOTE <br />m <br />llTllfTYPIXFI0THE0.) <br />Q's <br />MONUMENT, SEE DESCRIPTION <br />CULV Culvert <br />D Depth <br />GW <br />H <br />............... <br />PROPERTY BOUNDARY <br />O <br />SAFETY ZONE LIMITS <br />O <br />JOINT POLE <br />SURVEY CONTROL POINT <br />DE Dead End <br />HOC <br />— — — - <br />PG&E EASEMENT <br />Plastic <br />TSP <br />lnansmission System Planning <br />Q <br />CENTERLINE <br />DCUST Distribution Customer <br />MFW <br />- — — <br />TEMPORARY EASEMENT <br />Programmable Logic Cont,.U— <br />ENVIRONMENTALLY <br />® <br />EXISTING ELECTRIC TOWER <br />- <br />WARNING_ <br />oclicupi condcl-c <br />ooM1innohTHaT lsnlFsop <br />8 <br />B <br />R/LV <br />FOREIGN RIGHT-OF-WAY <br />. <br />SENSITIVE AREAS <br />_ _ <br />PIPELINE -LEGEND &STAMPS <br />L- 1O' DMP WELL <br />INSTALL 200' DEEP WELL ANODE <br />L 5"Esf <br />osvqusr <br />Acronym Definition <br />Acronym <br />Definition <br />Acronym <br />001.1lon <br />Acronym Deflntim, <br />Acronym Definition <br />LEI ExIOIng <br />IN Proposed <br />DEG <br />DET <br />Degree <br />Detail <br />HPR <br />HWY <br />High Pressure Regulator <br />Highway <br />PSI <br />PV <br />'MIT <br />P-hds per Square Inch <br />Plug Valve <br />UG <br />USA <br />Underground <br />Underground Service Alert <br />Aggregate Base <br />ABN Abandon <br />DFM <br />DI <br />Distribution Feeder Main <br />Drainage Inlet <br />Ip <br />ILI <br />Inside Diameter <br />In -litre Inspection <br />QTY <br />Pavement <br />Quantity <br />UT <br />V <br />Ultra -Sonic Test <br />Valve <br />AC Asphalt Concrete <br />OUR <br />CA.—m- <br />INV <br />Invell <br />R <br />Radius <br />VIF <br />Verify M Field <br />API American Petroleum Institute <br />MN Assessor's Parcel Number <br />DIST <br />DPV <br />Dlstribullo. <br />Vome <br />Damage Preventionlu <br />RR <br />JP <br />Irrigation <br />joint Pole <br />RCP <br />RD <br />Reinforced Concrete Pipe <br />Road <br />VOL <br />W <br />Volume <br />Water <br />APPROX App-- <br />AVE Avenue <br />OR <br />DREG <br />Distribution ReeWator <br />District Regulator <br />IT <br />L <br />joint Trench <br />line Number <br />RDWY <br />REG <br />Roadway <br />Regulator <br />WT <br />WV <br />Wall Thickness <br />WaterVake <br />ARC Abraslon Resistant Coaling <br />DSAW <br />Double Submerged Arc -Welded <br />LAT <br />Latitude <br />REL <br />Relocate loce <br />W/ <br />With <br />ASME American Society of MCNankal Engineers DWA <br />ASTM American Society for T-1,11 Materials DWY <br />,Oct Bell Bell Chill Ring E <br />Deep Well Anode <br />Driveway <br />East <br />LIN <br />LNG <br />LOC <br />lane <br />liquid Natural Gas <br />Location <br />REPL <br />REV <br />RR <br />Replace <br />Revision <br />Railroad <br />W/o <br />WP <br />Without <br />Work Procedure <br />B[ Begin Uwe <br />EASE <br />Easement <br />LONG <br />Longitude <br />RT <br />Right <br />DD Blowdown <br />BEG Begin <br />EC <br />ELECT <br />EM Curve <br />Ekclrk <br />IT <br />M <br />Left <br />Monitor <br />RTE <br />R/fV <br />Route <br />Right of Way <br />EK'Backfill <br />BL OG Building <br />CLE' <br />EM <br />Elevation <br />Electronic Marker <br />MAO, <br />ad" <br />Maxim um Allowable Operating Pressure S <br />Maalmum SAW" <br />South <br />Submerged Art' -Welded Hegcal <br />BLVD Boulevard <br />EMS <br />Estgl—mr, Material Specification <br />MH <br />Manhok <br />SAWL <br />Submerged Arc -Welded Longitudinal <br />BM Bench Mark <br />BMP Best Management Practice <br />ENGR <br />EP <br />Engineer <br />Edge of Pavement <br />MIN <br />MISC <br />Minimum <br />Miscellaneous <br />SCADA <br />SD <br />Supervisory ControlaM Data AequlFltlon <br />Storm Oral. <br />E4 <br />BOM Bill of Matefials <br />BR Bridge <br />EQ <br />ERW <br />Equation <br />Electric Resistance Welded <br />MLV <br />MON <br />Main Line Valve <br />Monument <br />SG <br />SHT <br />5ubOrade <br />5heet <br />BTU adsish l hernial Units <br />ESA <br />Envifonmensally SensiFlve Area <br />MOP <br />Maximum O,sraling Pressure <br />SMLS <br />Seamless <br />BV Ball Valve <br />BW tla[k of Walk <br />ETS <br />ETW <br />Electrolysis Tell Stalin" <br />Edge of Traveled Way <br />MP <br />MSP <br />Mae Paint <br />Maalmum Slopping Pressure <br />SMYS <br />SPEC <br />SWifled Minimum 11.1d Strength <br />Specif-flon <br />CATS Computer Auto mated Test Stanon <br />CCV Corrosion Control Volume <br />F <br />F&C <br />fihe, <br />Frame and Cover <br />MTR <br />MW <br />Meter <br />Working Monitor <br />SS <br />SSAW <br />Sanitary Sewer <br />Srile 5ubme,pol Arc-Weldod <br />CI Cast Iron <br />CL Centerline <br />FBE <br />FC <br />Fusion BolMed Eon' <br />Face of Curb <br />MWP <br />N <br />Maaimum Working Pressure <br />North <br />ST <br />STA <br />Street <br />Statim <br />CMP Corrugated Metal Pipe <br />CNG Compressed Natural Gas <br />FDP <br />FG <br />Future Design Pressure <br />Finished Grade <br />NDE <br />NOp <br />Nod -Dal uctive EKamin.11- <br />Normal Go ling Pressure <br />STD <br />STL <br />Standard <br />Steel <br />Co County <br />FH <br />Fite Hydrant <br />NPC <br />Non-Protected/Native Coupon <br />STPR <br />Strength Test Pressure Report <br />GASTMNSMI551ON <br />CONC Concrete <br />CONO Conduct <br />FIG <br />FL <br />Hit I. <br />Flow Lane <br />NTS <br />OD <br />Not to Scale <br />Outside PIP. Diameter <br />T <br />TOE <br />Tied [Connected m System) <br />Temporary Construclion Easent <br />me <br />T MA11NG & <br />w <br />CP Cathodic Protection <br />CPT Catch Pohl <br />FIG <br />I— <br />Flange <br />Freeway <br />OG <br />OH <br />Original Ground <br />Overhead <br />TCP <br />TD <br />Traffic Control Plan <br />Technical Document <br />CPOP Conditional Reduction of Pressure <br />CFS Coupon Test Pat- <br />G5 <br />GS&s <br />Natural Gas Service <br />Gas 51andards and SpecifkaHons <br />P <br />P/L <br />Pipeline <br />Propertylinc <br />TDW <br />TEL <br />T. D. Witlamson <br />Telephone <br />CU Copper <br />GV <br />Gate Valve <br />PC <br />Point of Curvature <br />TEMP <br />Temporary <br />CULV Culvert <br />D Depth <br />GW <br />H <br />Naturae Gas Well <br />Horkontal <br />PCF <br />PKWY <br />Pressure Control Filling <br />Parkway <br />TG <br />IT <br />Topof Grade <br />l.plap <br />DE Dead End <br />HOC <br />Horizontal Directional Drift <br />PL <br />Plastic <br />TSP <br />lnansmission System Planning <br />DCUST Distribution Customer <br />MFW <br />High Frequency Wald <br />PLC <br />Programmable Logic Cont,.U— <br />TVP <br />Typical <br />- <br />WARNING_ <br />oclicupi condcl-c <br />ooM1innohTHaT lsnlFsop <br />8 <br />B <br />O <br />_ _ <br />PIPELINE -LEGEND &STAMPS <br />L- 1O' DMP WELL <br />INSTALL 200' DEEP WELL ANODE <br />L 5"Esf <br />osvqusr <br />ovFmv rMtrrcf tsAxp-26 <br />- <br />mut <br />ACAMPO, CALIFORNIAFmP'd.. <br />G7'TO <br />1. 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