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PP2409-022-00-148AMERICAN SODA, LLP(SOLVAY CHEMICAL)TEP ROCKY MOUNTAIN LLC2171-343-00-022AMERICAN SODA, LLP(SOLVAY CHEMICAL)2409-022-00-1482409-212-00-952FEDERALFEDERAL2409-212-00-9522171-343-00-022TEP ROCKY MOUNTAIN LLCGoogle EarthImage Date: 6/17/2016GGGGPPASPHALT ROADEXISTING PIPELINETWO-TRACKEXISTING PIPELINEFENCE (TYP)30" BARGATH PL12" STARKEY PLOVERHEAD POWERTWO-TRACKCANALDIRT ROADDIRT ROADBOP: 10+00.00
PI-01: 14+
2
4
.
9
0
PI-0
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:
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PI-03: 17+06.5
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PI-05: 25+49.06
EOP: TIE-IN POIN
T 20" DAISY DITCH LATERAL PL52805300532052805300532010+0012+0014+0016+0018+0020+0022+0024+0025+49EROSION CONTROLROW WORKSPACECROSSINGSMISCELLANEOUSTIMING1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901RIFFIN & ASSOCIATES, INC.4"115'ATMOSPHERIC TANK#1x#2x#3x#4x#5xLRSEC 34, T6S, R96WGARFIELD COUNTY, COLORADO2" SOLVAY FUEL GAS LINEBOP 10+00.0012/10/2018 J:\21000\21576\01_DRAWINGS\ALIGNMENT\DRG-PAS-21576_2IN_SOLVAY.dwg
SHEET 1 OF 1REVISIONSBYCHKAPPRCSWTKMNO.0DATE12/10/2018DESCRIPTIONISSUED FOR CONSTRUCTIONDWG# DRG-PAS 02 SOL-21576REFERENCE DRAWINGSDRG-C&E-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILS2171-343-00-0221153.48', 69.91 RODS or 0.22 MILESDRG-XNG SOLVAYDRIVE-215762" SOLVAY FUEL GAS LINE CROSSING ROAD & CANAL HDD CROSSING ALTERNATEBOP STA 10+00.00
FITTING D 17+07
FPLRMPFPLRMPFPLRMPFPLRMP
FPL
XFN
XFN
XFN
RD1RD1
RD1
RD1
1000100SCALE FEET1A816'FITTING C 14+25
FITTING C 15+61
RDB
UNDERGROUND TIE-IN LOCATION@ PI-05 STA: 25+49.06TIE-IN TO SOLVAY PIPING TO BEDETERMINED IN THE FIELDPI-01 14+24.90 32° 49' 20" RT
PI-02 15+61.04 27° 57' 40" LT
PI-03 17+06.57 50° 47' 00" RT
PI-04 18+15.95 41° 25' 13" LT
PI-05 25+49.06
N22° 51' 30"E 424.90'
N55° 40' 50"E 136.14'
N27° 43' 10"E 145.53'
N78° 30' 10"E 109.38'
N37° 04' 57"E 733.11'
EOP TIE-IN TO SOLVAY PIPING TO
BE DETERMINED IN THE FIELD.
SEE DRG-FAB-260-21576 2409-022-00-148395.58', 23.97 RODS or 0.07 MILES PLUS DIST. TO EOPFPL
FPL
XFN
RDB
FPL
FPL
FPLSEE CROSSING DETAILDRG-XNG SOLVAYDRIVE-21576GRADEPROPOSED PIPE PROFILEPI-05 25+49.06
EOP TIE-IN TO SOLVAY
PIPING TO BE DETERMINED
IN THE FIELD.
SEE DRG-FAB-260-21576
FITTING C 18+16
FITTING D 25+49
CHANGE PIPE
CHANGE PIPE1B733'CP-1C 19+21
CP-1C 20+60
CP-1C 21+01
CP-1C 23+25
CP-1C 25+58
CP-1C 24+84
1AASNEEDEDCP-1A 18+00DRG-FAB231-21576TIE-IN TO SOLVAY 2" FUEL GAS METER / REGULATOR SKIDUNDERGROUND TIE-IN LOCATION@ PI-05 STA: 25+49.06TIE-IN TO SOLVAY PIPING TO BEDETERMINED IN THE FIELDSEE METER SKIDDRG-FAB231-21576DRG-FAB-260-215762" SOLVAY FUEL GAS LINE - EOP TIE-IN TO EXISTING SOLVAY DELIVERY POINTDRG-FAB-250-215762" HOT TAP ON 20" CIG DAISY DITCH LATERALSEE HOT TAP TIE-INDRG-FAB-250-21576METER SKIDDRG-FAB231-21576UNDERGROUND TIE-IN LOCATION@ PI-04 STA: 18+15.95SEE HOT TAP TIE-INDRG-FAB-250-21576SEE TIE-IN TO SOLVAYDELIVERY POINTDRG-FAB-260-21576
CO RD 215PARACHUTE± 2.1 MI.PROPOSED 16" GRANDVALLEY UPGRADE2" SOLVAYFUEL GAS LINEHDDLOCATIONLAT: 39.47620° NLON: 108.09242° WNAD83/WGS84PARACHUTE CREEK GAS PLANTS I, II & III520052205240526052805300532053405360538054005200522052405260528053005320534053605380540017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+5027+00STA 18+10.23 BARB-WIRE FENCESTA 19+02.47 BARB-WIRE FENCESTA 19+70.07 FENCE LINE
STA 25+00.96 CHAIN-LINK FENCE
EL 5301.69
EL 5301.98CANAL
ASPHALT ROADSTA 17+96.93EL 5305.06STA 18+15.95EL 5301.16STA 19+20.99EL 5297.84STA 20+59.58EL 5299.48STA 21+00.51EL 5299.96
STA 23+24.71
EL 5303.41
STA 24+84.22
EL 5304.84
STA 25+49.06
EL 5309.70
STA 25+66.32
EL 5313.9810.7' CLEARANCE15.6' CLEARANCE518.38' (HORIZ)L: 46.31' HORIZL: 46.63' ARCL: 66.46' HORIZL: 67.85' SLOPEL: 55.29' HORIZL: 55.84' ARCL: 82.94' HORIZL: 85.45' SLOPEDRILL PATHL: 769.38' HORIZ; L: 774.15' SLOPE/ARC2.375" O.D. x 0.218" W.T. x API-5L GRADE X-42 STEEL PIPE WITH 40-MIL ARO OVER 8-MIL FBE FACTORY COATINGL: 733.11' HORIZ; L: 736.95' SLOPE/ARC13.0°12.8' CLEARANCE12.3' CLEARANCE10.6' CLEARANCE15.0' CLEARANCE22.2' CLEARANCETIE-IN UNDERGROUND@ PI-05 STA 25+49.06ROUTE & TIE-IN TO SOLVAY PIPINGTO BE DETERMINED IN THE FIELDDRILL ENTRYTIE-IN UNDERGROUND@ PI-04 STA 18+15.95USE FITTING IF NEEDEDDRILL EXITR=230' (TYP)EXISTING PIPELINES ASSUMED TO BE12" DIAMETER AND 5' DEPTH (TYPICAL).ALL UTILITIES IN THE AREA SHALL BE FIELDLOCATED BY POTHOLE PRIOR TO BEGINNINGDIRECTIONAL DRILL OPERATIONS.12.0°DIRTROAD16.2' CLEARANCEEXISTING GRADE8.1'STA 25+22.00
EL 5313.57
HEATER SKID
STA 24+80.00 EDGE OF ROAD
STA 24+58.38 EDGE OF ROAD
STA 23+21.00 EDGE OF ROAD
STA 22+37.33 EDGE OF ROAD
EXISTING GAS PIPELINE
21+53.67 EDGE OF CANAL
UNDER GROUND POWER
21+74.99 EDGE OF CANAL
EXISTING GAS PIPELINEEXISTING GAS PIPELINEEXISTING GAS PIPELINE
EXISTING UTILITES
10.6'18.1°XXXGGGGGGGGGGGGGGGGGGGGGGGGGGXXXXXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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PI-05: 25+49.06 PPPPPPP17+06.570.00'25+49.060.00'TIE-IN UNDERGROUND@ PI-04 STA: 18+15.95UNDERGROUND TIE-IN LOCATION@ PI-05 STA: 25+49.06TIE-IN TO SOLVAY PIPING TO BEDETERMINED IN THE FIELD17+0018+0019+0020+0021+00
22+00
23+00
24+00
25+00
26+00
27+00ASPHALT ROADDITCH GUARD RAILTOP CONCRETE CANALBOTTOM CONCRETE CANALTOP CONCRETE CANALEXISTING PIPELINEFENCESTAGING AREA: NOMINAL 150' x 100'BARBED WIRE FENCETO BE REMOVED AND REPLACED AS NEEDEDTWO-TRACKPI-03: 17+06.57DRILL EXIT @ STA 17+96.93DRILL ENTRY @ STA 25+66.32STAGING AREA: NOMINAL 150' x 100'EXISTING PIPELINEEXIST
ING
P
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INESTA 23+24
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INE FENCEDIRT ROADEXISTING PIPELINESTA 24+84.22 UNDERGROUND POWER53005300530553055305530553055305 53055305530553105310531553155320532025+22.730.00'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 40'NOTES:1. TOTAL LENGTH OF PROPOSED HORIZONTAL DIRECTIONAL DRILL (HDD) UNDER ASPHALT ROAD AND CANAL IS ±774.15'.2. PIPELINE SHALL MAINTAIN 15' OF MINIMUM COVER IN ALL LOCATIONS DURING THE HDD EXCEPT AT ENTRY AND EXITLOCATIONS.3. STRESS EVALUATION WAS PERFORMED USING "PIPELINE TOOLBOX 2018 EDITION FOR GAS SERVICE VERSION 19.0.0 ASPROVIDED BY TECHNICAL TOOLBOXES INC. SOIL OVERBURDEN AND TRAFFIC LOADING STRESS DETERMINATION IS DERIVEDFROM "SPANGLER" (M. G. SPANGLER) METHOD AS PUBLISHED IN "EVALUATION OF BURIED PIPE ENCROACHMENTS" IN THEBATTELLE PETROLEUM TECHNOLOGY REPORT. ALSO, BENDING OF THE CARRIER PIPE WAS EVALUATED USING"INSTALLATION OF PIPELINES BY HDD - OPERATING STRESS ANALYSIS" WITHIN PIPELINE TOOLBOX 2018 EDITION FOR GASSERVICE. METHODS ARE UTILIZED FROM ("INSTALLATION OF PIPELINES BY HORIZONTAL DIRECTIONAL DRILLING", PRCIREPORT PR-227-9424) WITHIN THE PROGRAM.4. CLASS 1 LOCATION - HARD SURFACE ROAD CROSSING WITHOUT A CASING, HOOP STRESS: DF=0.60. COMBINED STRESS (INTERNAL PRESSURE, SOIL AND VEHICLE): DF = 0.70.5. REQUIRED INDUCTION BENDS OR FITTINGS ARE SHOWN ON THE DRAWING, THE PIPELINE ALIGNMENT SHEETS OR ASDETERMINED NECESSARY IN THE FIELD.6. UTILITIES AND PIPELINES SHOWN HEREON HAVE BEEN DETERMINED BY A PRECURSORY SURFACE INSPECTION OF THEINSTALLATION SITE. UTILITY AND PIPELINE DEPTHS ARE NOT SHOWN. OTHER UTILITY CROSSINGS AND ENCROACHMENTSMAY EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES AND PIPELINESWITHIN THE WORK AREA. CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATION AGENCY OR SERVICE (UTILITYNOTIFICATION CENTER OF COLORADO, WWW.UNCC2.ORG, CALL 811 OR PHONE 1-800-922-1987) NOT LESS THAN TWOWORKING DAYS PRIOR TO STARTING TRENCHING, EXCAVATION AND BORING WORK IN THE PROJECT AREA.7. EXCLUSION FENCING, SHOWN ON DRAWING C&E NO. 21-EXF "TYPICAL EXCLUSION FENCE AND LATH", AND/OR JERSEYBARRIERS WILL BE USED DURING CONSTRUCTION AS DIRECTED BY COMPANY REPRESENTATIVE. IF CUTTING IS REQUIRED,EXISTING FENCE SHALL BE REBUILT AFTER CROSSING CONSTRUCTION IS COMPLETED AS SHOWN ON DRAWING C&E NO.44-XFN "TYPICAL TEMPORARY AND PERMANENT GATE DETAILS" OR AS DIRECTED BY COMPANY REPRESENTATIVE.SE 1/4 SEC 34, T6S, R96WGARFIELD COUNTY, COLORADO8. THE PROVISIONS AND REQUIREMENTS OF DRAWING C&E NO. 41-RDB "TYPICAL BORED CROSSING OF ROAD BY UNCASEDPIPELINE" SHALL APPLY TO THIS WORK. THE STIPULATIONS OF ANY COUNTY OR HIGHWAY AGENCY PERMITS ISSUED FORTHIS WORK SHALL BE HELD IN STRICT ACCORD. APPROPRIATE SECTIONS OF APPENDIX C SCHEDULE C-1 "SPECIFICATIONSFOR CONSTRUCTION OF TRANSMISSION AND GATHERING PIPELINES", AND SCHEDULE C-2 "SUPPLEMENTALSPECIFICATIONS", SHALL APPLY TO THIS WORK.9. THE APPLICABLE PROVISIONS AND REQUIREMENTS PRESCRIBED BY 29 CFR 1926.650 THROUGH 1926.652 AND APPENDIXESA THROUGH F (SUBPART P - EXCAVATIONS) SHALL BE HELD IN STRICT COMPLIANCE IN THE PERFORMANCE OF WORKSHOWN HEREON.10. CROSSING PIPE INSTALLATION SHOWN HEREON CONTEMPLATES THE USE OF HORIZONTAL DIRECTIONAL DRILLINGEQUIPMENT.11. THIS DESIGN INCORPORATES AND REPORTS THE RESULTS OF AN ACCEPTABLE IN-SERVICE OPERATING STRESS STATEONLY. CONTRACTOR SHALL MAKE HIS OWN EVALUATION OF THE DRILL INSTALLATION GEOMETRY, ENTRY AND EXIT POINTLAYOUT AND SITE CONDITIONS PRESENT TO DETERMINE THE APPROPRIATE EQUIPMENT, METHODS AND MATERIALS TO BEUSED FOR SATISFACTORY INSTALLATION. CONTRACTOR SHALL ASSURE BY APPROPRIATE ANALYSIS THAT INSTALLATIONSTRESS STATES OF THE INSTALLED CARRIER PIPE DO NOT EXCEED 90% 75% AND 42% OF SMYS FOR TENSILE, BENDINGAND CIRCUMFERENTIAL HOOP FORCES, RESPECTIVELY. COMBINATIONS OF THESE FORCES SHALL BE EVALUATED BYAPPROPRIATE ANALYSIS AND LIMITED IN THE INSTALLATION WORK TO PREVENT OVERSTRESSING, BUCKLING ANDDEFORMITY OF THE INSTALLED CARRIER PIPE AS WELL.12. THE BORING METHOD TO BE USED IS AT THE DISCRETION OF THE CONTRACTOR. THIS WILL BE DETERMINED AT THE TIMEOF CONSTRUCTION AND IS DEPENDENT UPON CONTRACTOR PREFERENCES, THE AVAILABILITY OF EQUIPMENT AND OTHERFACTORS.13. C&E DETAILS 43-FPL AND 43-CBL SHALL APPLY WHERE FOREIGN PIPELINES AND FOREIGN CABLES ARE ENCOUNTERED.14. WORKSPACE FOR PULLBACK AREA HAS BEEN ANALYZED AND IS SHOWN ON ALIGNMENT SHEET DRAWING DRG-PAS 02SOL-21576.REVISIONSDESCRIPTIONDATENO.12/07/2018AISSUED FOR CLIENT REVIEWCSWTKMAPPRCHKBY1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028RIFFIN & ASSOCIATES, INC.PIPELINE CROSSINGROAD AND CANALHDD CROSSINGALTERNATE2018-12-07 J:\21000\21576\01_DRAWINGS\CROSSINGS\2 INCH SOLVAY XING ROAD AND CANAL HDD.dwg
15. PRIOR TO BEING INSTALLED, THE ENTIRE WELDED TOGETHER AND X-RAY INSPECTED PULL SECTION SHALL BESUBJECTED TO A 4-HOUR PRELIMINARY INERT GAS TEST. PRELIMINARY INERT GAS TESTING SHALL BE AT AMINIMUM TEST PRESSURE OF 1.5 MAOP AND MAXIMUM PRESSURE FOR THIS TEST SHALL NOT EXCEED 90%SMYS. THIS PRELIMINARY HYDROSTATIC TEST DOES NOT PRECLUDE THE REQUIREMENT FOR A FINALSTRENGTH TEST OF ENTIRE INSTALLED SECTIONS.COMPANY DESIGNATED MAXIMUM OPERATING PRESSURE: 1440 PSIGCROSSING PIPE: 2.375" O.D., 0.218" W.T., X-42MINIMUM TEST PRESSURE: (1.5 X 1440 PSIG) + 25 PSIG = 2185 PSIGMAXIMUM TEST PRESSURE: 2385 PSIG; 2385 PSI < 6939 PSIG (90% SMYS)~PLAN VIEW~SCALE: 1" = 40'~PROFILE VIEW~~LOCATION MAP~SCALE: 1" = 2000'2” SOLVAY FUEL GAS LINE CROSSING ROAD & CANALSCALE: AS NOTEDJOB No.: 21576SEC 34, T6S, R96W GARFIELD COUNTY, CODRG-XNG SOLVAYDRIVE-21576SHEET 1 OF 1REVA40040SCALE FEET200002000SCALE FEETSTA 21+00
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PARACHUTEXPARACHUTE GAS PLANTS 1 & 2I-70PARACHUTE GAS PLANTS 3 & 3.5CO RD215CO RD215GGGGGGGGGGGGGGGGGGGGT 7 ST 6 SR 95 W
R 96 W2" HOT TAP ON20"CIG DAISY DITCH LATERAL10'-4"44'-8"12/10/2018 J:\21000\21576\01_DRAWINGS\ALIGNMENT\DRG-PAS-21576_16IN_CLASS-3.dwg
EL. ST. S8ITE RO&. SPRIN*S W< 3 36S&ALE AS S+OWN-O% NR. 6RI))IN ASSO&IATES IN&.S+EET O) 2" HOT TAP ON20"CIG DAISY DITCH LATERALSITE PLAN & VICINITY MAPRE9REVISIONSDRG-DTL-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSDRG-PAS-21576CONSTRUCTION ALIGNMENT SHEETNOTES1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE COATED WITH DENSO PROTAL 7200TWO-PART EPOXY OR APPROVED EQUAL. FACTORY APPLIED FBE COATING SHALL EXTEND 12"ABOVE FINISHED GRADE. ALL ABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMED ANDPAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED IN PLACE. ROCKSHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADS/SAKRETE BAGS AND EXTENDPAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TO PROVIDE PLUMB ANDFLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BY BUTT WELD CONNECTION TO EXISTINGFACILITY PIPING AT LOCATION INDICATED. MAINLINE PIPE, FABRICATION PIPE, FITTINGS AND VALVESSHALL BE HYDROSTATICALLY TESTED BY MEANS OF SEPARATE FABRICATED ASSEMBLY TEST,MAINLINE TEST OR OTHER APPROVED PROCEDURE. TIE-IN WELDS NOT SUBJECT TO HYDROTESTSHALL BE X-RAY INSPECTED AFTER COMPLETION.10010SCALE FEET~ SITE PLAN ~S&ALE "
~ VICINITY MAP ~S&ALE "
2" SOLVAY FUEL GASMETER/REGULATOR SKIDEXISTING FENCEEXISTING FENCETO SOLVAY DELIVERY POINTEXISTING 20" CIG DAISY DITCH LATERALTO 16" CIG DAISY DITCH LATERALEXISTING 20" CIG DAISY DITCH LATERALFROM PARACHUTE GAS PLANTS 1 & 2SE&TION 3 T 6 S R 6 W *AR)IELD &O8NT< &ODRG-FAB-231-215762" SOLVAY FUEL GAS LINEDRG-PAS01-17463CONSTRUCTION ALIGNMENT SHEET SET20" DAISY DITCH LATERAL / 20" DEBEQUE GATHERING PIPELINEEXISTING WILLIAMS 12" DEBEQUE GATHERING LP PIPELINE TO RILEY / CALLAHAN SUCTIONEXISTING WILLIAMS 30" HP PIPELINE10'-0"10'-0"25'-0"25'-0"PIPE SUPPORT2" METER/REGULATOR SKID79°10'-0"PIPE SUPPORTPIPE SUPPORTPIPE SUPPORTBYCHKAPPRNO.TKMCSW0TKMCSW1DATEDESCRIPTION12/05/2018ISSUED FOR CONSTRUCTION112/10/2018ISSUED FOR CONSTRUCTION - ADDED SITE PLAN, SECTION D-D & REVISED BOM1
12/10/2018 J:\21000\21576\01_DRAWINGS\FAB_A\Plant 3D Models\FAB231_SOLVAY_MTR.dwg
1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028SCALE: AS SHOWNJOB No.: 21576SECTION 34, T 6 S, R 96 W GARFIELD COUNTY, CODRG-FAB231-21576RIFFIN & ASSOCIATES, INC.SHEET 2 OF 5BARGATH LLCREV1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE DOUBLE WRAPPED WITHPRIMER AND TAPE. TAPE WRAP SHALL EXTEND 12" ABOVE FINISHED GRADE. ALLABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMERED AND PAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED INPLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADSAND EXTEND PAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TOPROVIDE PLUMB AND FLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BYBUTT WELD CONNECTION TO EXISTING FACILITY PIPING AT LOCATION INDICATED.REVISIONSBYCHKAPPRNO.DATEDESCRIPTIONDRG-C&E-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSNOTESISOMETRIC VIEWTKMCSW12/05/2018ISSUED FOR CONSTRUCTION01TKMCSW12/10/2018ISSUED FOR CONSTRUCTION - ADDED SITE PLAN, SECTION D-D & REVISED BOM1PCVSET: 500 PSIGPCV SET: 550 PSIGPCVSET: 500 PSIGPCV SET: 550 PSIG2" ORIFICE METER TUBENOT INCLUDED IN BILL OF MATERIALSPSV
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2" SOLVAY FUEL GAS LINE2" SOLVAY FUEL GAS LINETIE-IN TO SOLVAY 2" FUEL GASMETER / REGULATOR SKID
12/10/2018 J:\21000\21576\01_DRAWINGS\FAB_A\Plant 3D Models\FAB231_SOLVAY_MTR.dwg
1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028SCALE: AS SHOWNJOB No.: 21576DRG-FAB231-21576RIFFIN & ASSOCIATES, INC.SHEET 3 OF 5BARGATH LLCREV1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE DOUBLE WRAPPED WITHPRIMER AND TAPE. TAPE WRAP SHALL EXTEND 12" ABOVE FINISHED GRADE. ALLABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMERED AND PAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED INPLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADSAND EXTEND PAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TOPROVIDE PLUMB AND FLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BYBUTT WELD CONNECTION TO EXISTING FACILITY PIPING AT LOCATION INDICATED.REVISIONSBYCHKAPPRNO.DRG-C&E-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSNOTES~ PLAN VIEW ~ SCALE: 3/4" = 1'-0"SECTION 34, T 6 S, R 96 W GARFIELD COUNTY, COPLAN VIEWSAABB27'-0"1'-0"1112"1'-0"1'-0"3'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16'-9"1112"134"1'-0"1'-0"3'-0"1'-0"2'-0"1112"7'-314"7'-312"16'-7"LOWER LEVEL~ PLAN VIEW ~ SCALE: 3/4" = 1'-0"UPPER LEVEL1'-0"1'-0"1'-0"1'-0"8'-7"(103.1875")2" ORIFICE METER TUBENOT INCLUDED IN BILL OF MATERIALS3'-0"AABBFROM 20" DAISY DITCH LATERALTKMCSW02" ANSI 6002" ANSI 6002" ANSI 6002" ANSI 6002" ANSI 6002" ANSI 600NORMALLY CLOSED2" ANSI 600NORMALLY CLOSED2" ANSI 600NORMALLY CLOSED2" ANSI 6002" ANSI 6002" ANSI 6001" ANSI 600PCV - SET 550 PSIG1" ANSI 600PCV - SET 500 PSIG1" ANSI 600PCV - SET 550 PSIG1" ANSI 600PCV - SET 500 PSIGY-TYPE STRAINERY-TYPE STRAINER1'-0"1'-0"27'-3"1'-0"CC~60°5'-6"3'-0"4'-0"2'-0"TKMCSW1TO SOLVAY DELIVERY POINTFROM 20" DAISY DITCH LATERALDD2"LINE PIPE2.375" OD x 0.218" W.T. x X-42DF = 0.72FABRICATION ASSEMBLY2.375" OD x 0.218" W.T. x X-42DF = 0.502'-0"2"LINE PIPE2.375" OD x 0.218" W.T. x X-42DF = 0.72FABRICATION ASSEMBLY2.375" OD x 0.218" W.T. x X-42DF = 0.501DATEDESCRIPTION12/05/2018ISSUED FOR CONSTRUCTION112/10/2018ISSUED FOR CONSTRUCTION - ADDED SITE PLAN, SECTION D-D & REVISED BOM2" SOLVAY FUEL GAS LINETIE-IN TO SOLVAY 2" FUEL GASMETER / REGULATOR SKID
29'-3"12/10/2018 J:\21000\21576\01_DRAWINGS\FAB_A\Plant 3D Models\FAB231_SOLVAY_MTR.dwg
1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028SCALE: AS SHOWNJOB No.: 21576DRG-FAB231-21576RIFFIN & ASSOCIATES, INC.SHEET 4 OF 5REV1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE DOUBLE WRAPPED WITHPRIMER AND TAPE. TAPE WRAP SHALL EXTEND 12" ABOVE FINISHED GRADE. ALLABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMERED AND PAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED INPLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADSAND EXTEND PAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TOPROVIDE PLUMB AND FLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BYBUTT WELD CONNECTION TO EXISTING FACILITY PIPING AT LOCATION INDICATED.REVISIONSBYCHKAPPRTKMCSWNO.DRG-C&E-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSNOTESSECTION 34, T 6 S, R 96 W GARFIELD COUNTY, COSECTION VIEWS1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2" ORIFICE METER TUBENOT INCLUDED IN BILL OF MATERIALS7'-314"2'-0"7'-314"NORMALLYCLOSED1/2"PCV - SET550 PSIGPCV - SET500 PSIG1/2"1/2"FROM 20" DAISY DITCH LATERAL~ SECTION B-B ~SCALE: 3/4" = 1'-0"~ SECTION A-A ~SCALE: 3/4" = 1'-0"7'-0"MIN.3'-0"3'-0"7'-0"MIN.3'-0"5'-6"8'-7"(103.1875")1'-0"1'-0"1'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"1'-0"1'-0"2'-0"1112"1'-0"1'-0"1'-0"2'-0"1'-112"6"1'-8"FIELDTO FITNORMALLYCLOSEDNORMALLYCLOSED1'-6"PCV - SET550 PSIGPCV - SET500 PSIG1'-6"1'-6"~ SECTION C-C ~SCALE: 3/4" = 1'-0"3'-0"2'-6"3'-6"1131723131723113172313172311317231317231131723131723113172313172321317231317232131723182323323026283230262731541112"4352683526954343329142024142024343329142024142024111622213172318232328315551131723131723113172313172311317231319251131723313172313172311317231317232131723131723323026275445513172313172332302618232813233526835269777747'-0"MIN.41'-0"1'-0"2"2"3940FIG. 204SEE FOUNDATION DETAILSHEET 4 OF 52"43'-0"2"STEEL BEAM W4x13ASTM A36 GR. 360TKMCSW13'-0"4'-0"6'-6"FIELDTO FITGRADE4'-0"~ SECTION D-D ~SCALE: 3/4" = 1'-0"2"LINE PIPE2.375" OD x 0.218" W.T. x X-42DF = 0.72FABRICATION ASSEMBLY2.375" OD x 0.218" W.T. x X-42DF = 0.502'-0"1'-0"4441DATEDESCRIPTION12/05/2018ISSUED FOR CONSTRUCTION112/10/2018ISSUED FOR CONSTRUCTION - ADDED SITE PLAN, SECTION D-D & REVISED BOM2" SOLVAY FUEL GAS LINETIE-IN TO SOLVAY 2" FUEL GASMETER / REGULATOR SKID
12/10/2018 J:\21000\21576\01_DRAWINGS\FAB_A\Plant 3D Models\FAB231_SOLVAY_MTR.dwg
1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028SCALE: AS SHOWNJOB No.: 21576DRG-FAB231-21576RIFFIN & ASSOCIATES, INC.SHEET 5 OF 5REV1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE DOUBLE WRAPPED WITHPRIMER AND TAPE. TAPE WRAP SHALL EXTEND 12" ABOVE FINISHED GRADE. ALLABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMERED AND PAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED INPLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADSAND EXTEND PAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TOPROVIDE PLUMB AND FLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BYBUTT WELD CONNECTION TO EXISTING FACILITY PIPING AT LOCATION INDICATED.REVISIONSBYCHKAPPRNO.DRG-C&E-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSNOTES7'-0"MIN.GRADECUT PIPE END AND SPLAY TO 2D MINIMUM FORCONCRETE EMBEDMENT (TYPICAL)1'-6"2'-0" x 2'-0" x 2'-0"CONCRETE BLOCK~S2 ~NOT TO SCALE(1 EACH REQUIRED)1/4"(TYPICAL)130-40 LF1.315 OD x 0.250" WT STEEL PIPE22U-BOLTS, 3/8" BOLT DIA., 2-1/2" ID, LEGC/L TO C/L 2-7/8", OVERAL LENGTH 3-1/8"38"I-BEAM, W 4 x 12BILL OF MATERIALS FOR RISER BRACEITEM NOQTYDESCRIPTIONSEE SHEET 2 FORPLAN DETAIL LAYOUTREFER TO EZ LINE CATALOG FOR ADDITIONALINFORMATION ON SERIES "C" SUPPORTS"D""T""N""S""P"FIGURE C2" FIG. 204D SUPPORTS - 1 REQUIREDFIELD MARK AND DRILLANCHOR BOLT HOLES TOREQUIRED DIAMETER ANDSPACING PER DIMENSION"S" AND "T" IN TABLEABOVE WHEN REQUIRED."Y"SECTION 34, T 6 S, R 96 W GARFIELD COUNTY, CO4'-0"OR TO APPROVED DEPTHBASED ON SOIL (SEE NOTE).12"DIA.FOUNDATION DETAILPIPE SUPPORT FIG. 204 - 1 REQUIREDNOTE:WHEN APPROVED BY QUALIFIED PERSON ORCOMPANY REPRESENTATIVE, COLUMN LENGTH MAYBE SHORTEN WHEN FIRM ROCK, CONGLOMERATE,OR CONSOLIDATED SAND AND GRAVEL SOILS AREENCOUNTERED ABOVE THE MINIMUM BORE DEPTHSHOWN. WHEN APPROVED, A MINIMUM EMBEDMENTDEPTH OF 1'-0" TO 1'-6", AS DIRECTED BY COMPANY,SHALL BE OBTAINED.CONCRETE TO BE 3000 PSI (28 DAYS)MAXIMUM ALLOWABLE VERTICAL LOAD = 4000#(BASED ON 3000 PSF ALLOWABLE SOIL PRESSURE)4 - # 6 VERT.6# 3 TIES @ 12" O.C.75INSTALL ANCHOR BOLTS PER BASE PLATEDIMENSIONS "S" AND "T" IN PIPE SUPPORTTYPE 1 SCHEDULE, ON THIS SHEET.TKMCSW0MATERIAL NOTES:1.BILL OF MATERIAL APPLIES TO THIS DRAWING ONLY.2.BILL OF MATERIAL IS FOR ONE SUPPORT OF ANY ONE SIZE.3.ALL QUANTITIES ARE APPROXIMATE.4.ALL MATERIAL SUPPLIED BY CONTRACTOR UNLESS OTHERWISE LISTED INBILL OF MATERIALS SHOWN IN OTHER SHEETS OF THIS DRAWING SET.GENERAL CONCRETE NOTES:1.DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO APPLICABLESECTIONS OF THE PROJECT CONTRACT DOCUMENTS AND SPECIFICATIONS.2.ALL CONCRETE WORK SHALL CONFORM TO ACI-318, CSI HANDBOOK (LATEST EDITION).3.CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FC' = 3000 PSI4.CONCRETE SHALL BE CURED FOR NOT LESS THAN SEVEN FULL DAYS PRIOR TOSETTING EQUIPMENT.5.ALL REINFORCING STEEL SHALL HAVE 3" COVER UNLESS NOTED.6.NATIVE SOIL BELOW THE FOOTING SHALL BE UNDISTURBED OR STRUCTURALGRANULAR FILL COMPACTED TO 95% OF MAXIMUM DRY DENSITY (ASTM 1557)4'-0"
OR TO APPROVED DEPTH
BASED ON SOIL (SEE NOTE).12"DIA.FOUNDATION DETAILPIPE SUPPORT W4X13 - 4 REQUIREDNOTE:WHEN APPROVED BY QUALIFIED PERSON ORCOMPANY REPRESENTATIVE, COLUMN LENGTH MAYBE SHORTEN WHEN FIRM ROCK, CONGLOMERATE,OR CONSOLIDATED SAND AND GRAVEL SOILS AREENCOUNTERED ABOVE THE MINIMUM BORE DEPTHSHOWN. WHEN APPROVED, A MINIMUM EMBEDMENTDEPTH OF 1'-0" TO 1'-6", AS DIRECTED BY COMPANY,SHALL BE OBTAINED.CONCRETE TO BE 3000 PSI (28 DAYS)MAXIMUM ALLOWABLE VERTICAL LOAD = 4000#(BASED ON 3000 PSF ALLOWABLE SOIL PRESSURE)4 - # 6 VERT.6# 3 TIES @ 12" O.C.75STEEL BEAM W4x13ASTM A36 GR. 36TKMCSW11DATEDESCRIPTION12/05/2018ISSUED FOR CONSTRUCTION12/10/2018ISSUED FOR CONSTRUCTION - ADDED SITE PLAN, SECTION D-D & REVISED BOM1111111111SUPPORTSMATERIAL AND TEST DATA2" SOLVAY FUEL GAS LINETIE-IN TO SOLVAY 2" FUEL GASMETER / REGULATOR SKID
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P
PPPPPPPPXXXXXXX
X GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P
PPPPPPPPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPPPPPPPPPPPPPPPPPPPPPX
X
XG
G
G XXXXXGGTTPPGGGGGTGGGG1105STN1031WCLOT 13NE1/16102910191010S1/16E1/16N1/16PROP CORE1/1610181030W1/16W1/16100810451011S1/16UNI
ON
TW
6-
2
UNOCA
L/
FED
GR
1-
33
SHX6"3"
WILL. MIDSTREA
M
WILLIAMS
WILLIAMS
WILL. MIDSTREA
M
HA
Y
B
A
R
N
COM
P
R
E
S
S
O
R
PA
R
T
I
T
IO
N
W
A
L
L
PARACHUTEXPARACHUTE GAS PLANTS 1 & 2I-70PARACHUTE GAS PLANTS 3 & 3.5CO RD215CO RD215GGGGGGGGGGGGGGGGGGGGT 7 ST 6 SR 95 W
R 96 W
11/16/2018 J:\21000\21576\01_DRAWINGS\ALIGNMENT\DRG-PAS-21576_16IN_CLASS-3.dwg
EL. ST. S8ITE RO&. SPRIN*S W< 3 36S&ALE AS S+OWN-O% NR. 6RI))IN ASSO&IATES IN&.S+EET O) 2" HOT TAP ON20"CIG DAISY DITCH LATERALSITE PLAN & VICINITY MAPRE9REVISIONSBYCHKAPPRNO.DATEDESCRIPTIONDRG-DTL-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSDRG-PAS-21576CONSTRUCTION ALIGNMENT SHEETNOTES1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE COATED WITH DENSO PROTAL 7200TWO-PART EPOXY OR APPROVED EQUAL. FACTORY APPLIED FBE COATING SHALL EXTEND 12"ABOVE FINISHED GRADE. ALL ABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMED ANDPAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED IN PLACE. ROCKSHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADS/SAKRETE BAGS AND EXTENDPAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TO PROVIDE PLUMB ANDFLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BY BUTT WELD CONNECTION TO EXISTINGFACILITY PIPING AT LOCATION INDICATED. MAINLINE PIPE, FABRICATION PIPE, FITTINGS AND VALVESSHALL BE HYDROSTATICALLY TESTED BY MEANS OF SEPARATE FABRICATED ASSEMBLY TEST,MAINLINE TEST OR OTHER APPROVED PROCEDURE. TIE-IN WELDS NOT SUBJECT TO HYDROTESTSHALL BE X-RAY INSPECTED AFTER COMPLETION.10010SCALE FEET~ SITE PLAN ~S&ALE "
~ VICINITY MAP ~S&ALE "
2" HOT TAP ON20"CIG DAISY DITCH LATERAL0TKMCSW011/16/2018ISSUED FOR CONSTRUCTION2" HOT TAP ON20"CIG DAISY DITCH LATERAL24'-3"54'-8"EXISTING FENCEEXISTING FENCETO SOLVAY DELIVERY POINTEXISTING 20" CIG DAISY DITCH LATERALTO 16" CIG DAISY DITCH LATERALEXISTING 20" CIG DAISY DITCH LATERALFROM PARACHUTE GAS PLANTS 1 & 2SE&TION 3 T 6 S R 6 W *AR)IELD &O8NT< &ODRG-FAB-250-215762" SOLVAY FUEL GAS LINEDRG-PAS01-17463CONSTRUCTION ALIGNMENT SHEET SET20" DAISY DITCH LATERAL / 20" DEBEQUE GATHERING PIPELINEEXISTING WILLIAMS 12" DEBEQUE GATHERING LP PIPELINE TO RILEY / CALLAHAN SUCTIONEXISTING WILLIAMS 30" HP PIPELINE10'-0"20'-0"20'-0"25'-0"PIPE SUPPORTPIPE SUPPORTPIPE SUPPORTPIPE SUPPORT2" METER/REGULATOR SKID81°
11/16/2018 J:\21000\21576\01_DRAWINGS\FAB_A\Plant 3D Models\ACAD_FAB_250_BOP-2IN_HOT_TAP.dwg
1414 ELK ST., SUITE 202ROCK SPRINGS, WY 82901(307) 362-5028SCALE: AS SHOWNJOB No.: 21576SECTION 34, T 6 S, R 96 W, GARFIELD COUNTY, CODRG-FAB-250-21576RIFFIN & ASSOCIATES, INC.SHEET 2 OF 2REVREVISIONSBYCHKAPPRNO.DATEDESCRIPTIONDRG-DTL-21576NUMBERDESCRIPTIONCONSTRUCTION AND ENVIRONMENTAL DETAILSREFERENCE DRAWINGSDRG-PAS 02 SOL-21576CONSTRUCTION ALIGNMENT SHEET2" SOLVAY FUEL GAS LINENOTES1.EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION.2.ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE COATED WITH DENSO PROTAL 7200TWO-PART EPOXY OR APPROVED EQUAL. FACTORY APPLIED FBE COATING SHALL EXTEND 12"ABOVE FINISHED GRADE. ALL ABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMED ANDPAINTED.3.ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED IN PLACE. ROCKSHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADS/SAKRETE BAGS AND EXTENDPAST CONCRETE.4. DESIGNATES INSULATION LOCATIONS.5. DESIGNATES YIELD STRENGTH TRANSITION PER ASME B 31.86.ADJUST AND TRIM LENGTHS OF PIPE SEGMENTS SHOWN AS "FIELD FIT" TO PROVIDE PLUMB ANDFLUSH JOINING OF NEW FABRICATED ASSEMBLY PIPING BY BUTT WELD CONNECTION TO EXISTINGFACILITY PIPING AT LOCATION INDICATED. MAINLINE PIPE, FABRICATION PIPE, FITTINGS AND VALVESSHALL BE HYDROSTATICALLY TESTED BY MEANS OF SEPARATE FABRICATED ASSEMBLY TEST,MAINLINE TEST OR OTHER APPROVED PROCEDURE. TIE-IN WELDS NOT SUBJECT TO HYDROTESTSHALL BE X-RAY INSPECTED AFTER COMPLETION.0TKMCSW011/16/2018ISSUED FOR CONSTRUCTION2" HOT TAP ON20"CIG DAISY DITCH LATERALISOMETRIC, PLAN,SECTION AND DETAIL VIEWSDRG-PAS01-17463CONSTRUCTION ALIGNMENT SHEET SET20" DAISY DITCH LATERAL / 20" DEBEQUE GATHERING PIPELINEABOVE GRADEBELOW GRADE~ ISOMETRIC VIEW ~SCALE: 3/8" = 1'-0"EXIST
ING
20"
C
IG
DA
ISY
D
ITCH
LATERALTO 16"
C
IG
DA
ISY
D
ITCH
LATERALEXISTING 20" CIG DAISY DITCH LATERALFROM PARACHUTE GAS PLANTS 1 & 2NEW 120" CMP MANHOLETO BE CONSTRUCTED53-MHL120 (2 SHEETS)SEE C&E DETAIL - SHEET 10 OF 102"TO METER/REGULATOR SKIDLINE PIPE2.375" OD x 0.218 x X-42CLASS 1 LOCATION - DF = 0.72FAB ASSEMBLY2.375" OD x 0.218 x X-42DF = 0.6020"20"2"TO METER/REGULATOR SKID AA~ PLAN VIEW ~SCALE: 3/8" = 1'-0"EXISTING 20" CIG DAISY DITCH LATERALFROM PARACHUTE GAS PLANTS 1 & 2EXISTING 20" CIG DAISY DITCH LATERALTO 16" CIG DAISY DITCH LATERAL81°NEW 120" CMP MANHOLETO BE CONSTRUCTED53-MHL120 (2 SHEETS)SEE C&E DETAIL - SHEET 10 OF 10LINE PIPE2.375" OD x 0.218 x X-42CLASS 1 LOCATION - DF = 0.72FAB ASSEMBLY2.375" OD x 0.218 x X-42DF = 0.60
SEE DETAIL "A"ON THIS SHEET6"132"65422"TO METER/REGULATOR SKID2"~ SECTION A-A ~SCALE: 1/2" = 1'-0"~ DETAIL "A" ~SCALE: 1" = 1'-0"20"3'-0"5'-10"6'-1"FIELD TO FITAPPROXIMATE DEPTH OF EXISTING
20" CIG DAISY DITCH LATERAL 6'-0"20"NEW 120" CMP MANHOLETO BE CONSTRUCTED53-MHL120 (2 SHEETS)SEE C&E DETAIL - SHEET 10 OF 10LINE PIPE2.375" OD x 0.218 x X-42CLASS 1 LOCATION - DF = 0.72FAB ASSEMBLY2.375" OD x 0.218 x X-42DF = 0.60EXISTING 20" CIG DAISY DITCH LATERAL (20.000" O.D. x 0.438" x X-56)SEE ALIGNMENT SHEET SET (DRG-PAS01-17463 REV 2)MAOP = 1,250 PSIGGRADEGRADE