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SCALE 500' 0 SECTION LI, TlOWNSlIP6SOUTH, R141YGP94 ThJ ofthe 6th FM SECTION 12 1 " — 1000' 1000' STATE OF COLORADO COUNTY QF GARFIELD v APPARENT OWNERSHIP FNC4 4 OIL AND GAS P.O.C. I3LM AC LEGEND FOUND MONUMENT SECTION CORNER FOUND MONUMENT QUARTER CORNER BASIS OF BEARINGS 1• C7 (U v WEST LINE OFSW1/4OFSECTION 12 AND BEARING S 0071'16' W, v1 MONUMENTEDAS SHOWN. PROPOSED SITE SEE DETAIL "A", STET 2 1 E41 1.0 00��0.[I L,si� S .60 13 1 z 0 F Cu) BC SECTION 24 STATEMENT OF SURVEYOR: 1, RONALD C. RENNKE, AN EMPLOYEE AND AGENT ON BEHALF OF D. R GRIFFIN d ASSOCIATES, INC UNDER CONTRACT TO ENTERPRISE PRODUCTS TO SURVEY THE PROPOSED LEASE PARCEL SHOWN THEREON MADE UNDER MYAUTHOURITY, COMMENCING ON THE IBM DAY OF JUNE, 2010 , STATE THIS MAP ISA CORRECT REPRESENTATION OF THE SAID SU waY+;711 BOVF: SHOWN LEASE PARCEL BEING SUBJECT TO ANY EASEMENTS, CONDITIONS OR RESTRICTIONS THAT MAY �17ON,ANQ IN ITS LINES. Q PREIPSILEARCEL 23,43244 St.? F I 0 54 Ac. PLS C 3 7065 son ar2d028 RIFFIN & ASSOCIATES, INC. 1414 ELK ST., ROCK SPRINGS, WY 92901 DRAWN: 6'217/10 - AEN CALE: 1's11O00' REVISED; NIA DRG JOB No. 17857 EXHIBIT B SHEET 1 OF A MAP SHOWING A PROPOSED LEASE PARCEL IN THE NEI/4 OF SECTION 13, T. 6 S., R. 94 W. 6 1 PM GARFIELD COUNTY, COLORADO PREPARED FOR: ENTERPRISE PRODUCTS RADIUS = 797.31' DELTA = W38'39' ARC LENGTH = 162.04' CHORD LENGTH = 161.76' CHORD BEARING - N 83`25'57' E P. Q. C. F3LIJ AC 6,0 N 17'45'20" W 121.49' P. aa A DETAIL 'A" N 89'15'16' E 90.48' 4 LD. CLO BC rion sat SCALE 1" = 100' 50' 0 100' RIFF/N & ASSOCIATES, INC. 1 414 ELK ST., ROCK SPRINGS, WY 82001 DRAWN; 812W10 -DEN SCALE' 1'a 100' REVISED.NIA ORO JOB No. 17857 EICHIBIT 13 SHEET 2OF 2 S 17'34'31' E 63.64' A MAP SHOWING A PROPOSED LEASE PARCEL IN THE NE1/4 OF SECTION 13, T. 6 S., R. 94 W 6th PM GARFIELD COUNTY, COLORADO PREPARED FOR: ENTERPRISE PRODUCTS 16241.4 F'a(H1RET A LEGAL DESCRIPTION PROPOSED LEASE PARCEL SITUATE IN TILE NORTH EAsT 1/4 OF SECTION 13, T6S,R94W,P.M.. GARFIELD COUNTY. COLORADO EN F.NCANA LANDS JUNE 2S, 2010 A parcel of land 6.1r a Lease Pared. silanatc in the northeast gunner of Section 13 in 'fownship6 South and Range 94 West of the Sixth Principal Meridian in Ciarlield Cnuntt. Colorado. being a ponittn of that certain parcel of land described to Quit Claim Deed to I:ncana Gathering Services (l..SA) Inc.. a Colorado Corporation, recorded in Honk 1-186, Page 49) of official records in the Office of the County- Recorder of said i'ounty. and being more panicularlh described ai r'o€In■. Considering the west line of the southwest quarter of the said Section 13 as hearing South 00° 21' 16" !Vest and all the bearings contained here are referenced front'lite nonhcrly terminus of said tine being mononacnicd with a aluminum cap sct by the Bureau of Land Management in 1982 and the southerly terminus of said line being montrrneni J with a bna+cap Net by the 1). S. General !.rand ()ticc survey in 1911 Commencing at the West thinner corner of the said section 13: 'Thence, North 7€t° 05' 45" East a distance of 4080.71 leer to a point being on the nonhcrly boundary line of said Book 1486. Page 491 of official records, said point also being the Point Of Beginning. THENCE. along said boundary' line the follottiing two {21 courses: [1 y along the are of a curse to the right, concave southerly. having a radius of 797-31 feet, through a central angle of 11'38'39-, an arc distance of 162.04 feet. the chord of which bears, North 83° 25' Sr' East a distance of 161-76 feel; (2) 1 HJ NC1r North 89° 15' 16" Fast a distance of 90.48 feet: €'l IF NCE: departing said boundary Zine. South 17° 34' 31" hast a distance of 63.64 feet; If !EWE, South 72° 14' 40" West a distance of 245.{0 feet from s%hiufa the south est corner of the said Section 13 bears South 44' 50' 52" West distance of 5516.39 feet: €')IENCF.., North 17' 45' 20" West a distance of 121.49 feet to the Point [7f Beginning. The ahm a elft-criheri par:'el of lased containing 23,432 square feet or 0.5.1 acres of land. and is subject to any casements. conditions andlor restrictions that may exist on or within its lines. SURVEYOR'S STATl\1FNT 1, Ronald C. Rcnnke, an agent and employee on behalf for 1J. R. Ciri€tin & Associate,. 1ne. tinder contract to Enterprise Products to stirs ey the above described lease Pared, state the description hereon is a correct representation of a surrey made uaader my authority commencing on June 18, 2010- 11JFERENCE I)RAWING Exhibit I1 (17857) 1'1 S C0.14 1cAi)}tier. 37065 Page 1 of 1 Exhibit A Attached to and made a part of that Amendment to Surface Lease Agreement datea1. 2012 between Encana Oil & Gas (USA) inc. and Enterprise Gas Processing, LLC. New f Y1 ...7...0.0.4x. --.1•,>m EVCIAA leariSr• use _, ..1-- x ....rte,. X s LEASEPARCA 1 .�. ddm. Owe -01=, BM' r —Moat Ie+ ARCli al=1FisacraTan7r� • t• • % • • • • • • • • s i • • • EPCO, lfiC. PAGE rCET_ TREAT ORATE METER fiTATION AS -C N{TIMC EDlUmgE 1-- - STING ROAD METER SKID DRAWING INDEX [ DRAWING No. 1 41223-0 TITLE No. OF PAC:I',S DRAW..G NOE)1 ! 412.2.3-1 6" u_TRASONC METER HY:ROSTA'°C `ES- SECT \ N_ 4223-2 6" _"RASCN c METER SK:) OvERvEW 4223-3 6" ULTRASONIC METER / JoC_ AND ASSEVB Y C- - 4'223-4 4223-5 6" CONTROL SKID / ""=_v \ ASSEVB_Y :-A_ 5" ULTRASONIC METER SKID WELD DETAIL :23-5 6" CONTROL SK:O WELD DETAIL 4'223-7 ULTRASONIC METER SKID B'01"-6" LG. BLDG, a1223-8 USN 5410 a°x' 1'-6" LG. BLDG. SECT'ONS & GENERAL ELECTRC 41223-9 JSM 5410 a"x ° -6" LG. BLDG GENERA ELECTRIC 41223-10 „S',' SK : 8',.° ''-6" LG. BLDG. NORTH & SOuTH WALL EXTERIOR ELEVA'.CNS 5 ,_- OF MATERIALS GENERAL NOTES: 1.) TOR DETAILED INFORMATION SEE WEDGE SPEC r•CAT'C\S •N =L. CASE ORDER DOCUMENTS. 2.) ENTRE DRO,;ECT IS TO BE 'NC==;-- 4 COMPANY 0E5.GN4TE0 INSPECTOR 3) ALL ,DING TO RE HYDROS"A_ -• S -E'7 AS PER .DESIGN SPECIE+CATIONS OR OTHERWISE NOTED. DO NOT TEST AGAINST ANY CLOSE VALVES. ALL '." .--.':ES TO BE 3/4 OPEN DURING TESTING. 4) - P NG TO 9E DESIGNED IN ACCORDANCE .'r! '- ANSI/ASME 5331,3 ANSI CLASS 600 US'NG DESIGN FACTOR F=0.50 AND ERCQ PIPE SPECIFICATION 06CS275. 5.) A. PPING TO BE CERTIFIED TO BE FREE OF HAZARDOUS LEAKS. 6.) A_. C?s (D_ITT) WELDS TO P_ 100% PAD:OGRAJ-FICALLY INSPECTED TO MEET OR EXCEED API 1104. 7.) A__ . __ BE MAGNE-I._ RTIC'_E E_D. 8) 1.••ILP COL., S AR TO K,,•-•=• _\, 3/4" COUPLINGS IS TO H= '``-A-D ON A HOLE EO'' VALENT TO THAT 9.) 10.) 11.) 12,) 13.) 14.) T • - SEE -- -- nN R^.. A= ^. ROVETER '- E "_ . - _ . _ . - \D A CAP L - - 9dR J _ -3 BE COA T E = „ -- c 0:SP1_AC N;: Y 3 r•\ S'°E,. ,:CATIONS . ,S" 5'L .. 3 _ -- •r.-� _ . _ ° ArrEP METER TUBE c,_gFACE RC .. 2252 MCRO!NC-IES� _. -0_'5 AV' 55 - - S PRIOR TO SHIPPING. 53R7 :-\5 SER - , _ER ON INTERNAL S.: RrACES MUST BE 15.) r .R"•.":-" \5PEC nL-P:," _ T'• -;'`v c,- x -RAY REPORTS. ETC. TO COMPANY REPRESENTATVE. THREE ( 3 ) CAT Cr. 0 COMPA\ _ .' - . _ --SED TO WITNESS ROV:DE OUTSIDE INSPECTION. 7 POINT FLOW CALIBRATION AII"r. 8+3 4•5, ,:: PO'NTS Or THE COMPLETED DAN:€LS 6" ULTRASONIC METER TUBE (INCLUDING STRAINER) RI T.E.C. X16.) LT71 DO N07 DISASSEMBLE METER TUBE ASSEMBLY %, AL'BRAT'dN. DESIGN INFORMATION MATERIAL TEST �i!2JTS: •G0" = FLA \GE$ CLASS LQCAT!0\ ) DESIGN FACTCR PRE-TEST REQUIREMENTS SECTION No. I TEST MEC LI/. STASILiZZA ON: HO -D PERCD: TEST PRESSLJFIE: WATER AS REEQuiREO $ HRS. M.N MIN: 2220 PSIG RECORDED =RESS;.RE: MIN: PS G MAX: 2250 PSIG MAX: PSIi PRE-TEST REQUIREMENTS SECTION No. 2 TEST ME7!uM' STABILIZAT ON: HOLD PERIOD: TEST PRESSURE: RECORDED PRESSS4RE: WATER A$ REQUIRED HRS, N N. MIN: 2220 PSIG. MIN: P5.G. MAX _2250 ;SIG MAX' PSIG: PAINT SPEC. BOB BLAST NEAR WHITE METAL PRIME' S . ER ; NCRGA•. C 2 N-_ ','ER). TOP COAT: S -E C: \ A.'s, A= 2"E -S - 965w6' •. (5 22), 3-4 '." _S ' 1. (LC -_5R IEEE-,' `u.\), THINNER R7415. STRUCTURALSTEEL MATERIAL AND FABRICATION .) ) ALL rA9RICAT!ON SHALL COMPLY A Tr. THIS SPECIFICATION, AND THE LATEST EDITION OF A.N.S. DI.1 STRUCTURAL WELDING CODE. STEEL FABRICA-,ON SHALL FOLLOW GOOD WORKMANSHIP PRACTICES AND SHALL BE FREE FROM DEFECTS ALL MATERIAL SHALL BE OF ASTM! A36 UNLESS NOTED OTHERWISE. PRIOR TO TACKING OR WELDING. BEVELS AND ALL ADJACENT SURFACES SHALL BE THOROUGHLY CLEANED OF ALL LOOSE OR THICK SCALE. SLAG, RUST, MOISTURE, GREASE, 0 , W.:9R5 OR OTHER FOREIGN MATERIAL. ALL 5-= _ ._ STEEL WELDS SHALL BE COMPLETE SEAL WELLS. _ _- -CI-' OR SKIP WELDS ARE NOT ALLOWED. 5.) SKIC LUGS .NSTA I='ED V L c iNG LUGS. L'FT'NG ;RT SKID, AND ALL • ACTOR Or 3.0. = E' GALVANIZED. TO BE 1" FROM 6) STRJC _ 7) GRATING TO C EDGE OF Stc Y _'� B.) GRATING TO = .. WELD GRATING : G CLIPS. 00 NOT SHIP LOOSE ITEMS' P-006) QTY.24: STUD, BOLT, A194, 97, WITH 2 NUTS, 1" THK, 8" LONG, CADMIUM, STANDARD, 214. P-029) KIT INSULATION FLANGE 10" 6000 PIKOTEK TEFLON VGS GASKET. State of Colorado Division of Housing August 27, 2012 Itkzif PLANS APPROVED Subject to field inspection 6478 SHEET 0 OF 10 NERA! N0'ES- WEDGE .LC CLAMS PROPRIETARY RIGHTS ',N THE MATERI4 DSCLOSED HEREON. NETHER TH15 DRAW'NG NOR ANY REPRODUCTION THEREOF MA7 BE USED TO A'4ANL ACTURE ANYT-I.NG SHOWN HEREON PATHII,JT PERMISSION IN WRITrNG FR{I41 WEDGE TO Ti -FE USER SPECIFICALLY REFERRING TO THE DRAWING D @,i 0P Ra -5 r5.4 CONS' :'C! D 81'2 .5ED fr LOSS -'SSJED $.5 5 f7N5�JC r. D ots>CN 'E 5TC4 0 E5 gar ..G',$ ,Z"CN CS CS 07/0/'7 a E7 PLR C'JS AVE•, -S. 55.E ,C4 CCNFR4 C,DN 51/51/'5 AD 'ED .NSTRIJI•ER'A'S', ._At: a. +E-55.10 1 51/27/'0 SSOLU z0 APPR CS 09/05 N0 N� 5WNYS / RE5"SIGN - DLSCRIPTO TE 1 :50. 04A 'A'J5 / 1Ev5'04 - DESCRP'IO TATE WEDGE AE51 C T?L7$455H Par: 7.44101.8777 P 0 1/A 024'2a7 HDP 55554 41 7__.ENt ENTERPR'SE / RIFLE ORA'M-4G N0- 41223-0 5 DRAW,NG INDEX MATERIAL LIST MARK NUMBER DESIGN FACTOR DESCRIPTIO: DESIGN 1000 SM'IS WALL THICKNESS GRADE CAPAB. (PSIG) (PSIG) CI; E 171-1',C2 0 5 6 525" SY_S E 0.432 .. " SP 5. 2282 4564 P-0030 0.5 6.625' -:".S ° - -5\E_' 0.a3Z ... cY.5 2282 4554 , z Fp--24 P-003 0 5 6' F_4\0E 0.432" .,." .7."-... TLSO 2220 - 0 5 6.. STRAIGHT 5E 0.432 - ,,.- .-.-.P._ 2282 4564 - - VALVES -021 0.5 ANS 600# 6" STRAINER 1460 2220 :-_022 ! 0.5 ANS'. 600# 6" BALL VALVE 1480 2220 P'-023 0.5 ANSI 600# 6" FB CHECK VALVE 1480 2220 7-025 0 5 ANS. 600# 6" CONTROL VALVE 1480 2220 SHIP LOOSE ITEMS' P-006) QTY.24: STUD, BOLT, A194, 97, WITH 2 NUTS, 1" THK, 8" LONG, CADMIUM, STANDARD, 214. P-029) KIT INSULATION FLANGE 10" 6000 PIKOTEK TEFLON VGS GASKET. State of Colorado Division of Housing August 27, 2012 Itkzif PLANS APPROVED Subject to field inspection 6478 SHEET 0 OF 10 NERA! N0'ES- WEDGE .LC CLAMS PROPRIETARY RIGHTS ',N THE MATERI4 DSCLOSED HEREON. NETHER TH15 DRAW'NG NOR ANY REPRODUCTION THEREOF MA7 BE USED TO A'4ANL ACTURE ANYT-I.NG SHOWN HEREON PATHII,JT PERMISSION IN WRITrNG FR{I41 WEDGE TO Ti -FE USER SPECIFICALLY REFERRING TO THE DRAWING D @,i 0P Ra -5 r5.4 CONS' :'C! D 81'2 .5ED fr LOSS -'SSJED $.5 5 f7N5�JC r. D ots>CN 'E 5TC4 0 E5 gar ..G',$ ,Z"CN CS CS 07/0/'7 a E7 PLR C'JS AVE•, -S. 55.E ,C4 CCNFR4 C,DN 51/51/'5 AD 'ED .NSTRIJI•ER'A'S', ._At: a. +E-55.10 1 51/27/'0 SSOLU z0 APPR CS 09/05 N0 N� 5WNYS / RE5"SIGN - DLSCRIPTO TE 1 :50. 04A 'A'J5 / 1Ev5'04 - DESCRP'IO TATE WEDGE AE51 C T?L7$455H Par: 7.44101.8777 P 0 1/A 024'2a7 HDP 55554 41 7__.ENt ENTERPR'SE / RIFLE ORA'M-4G N0- 41223-0 5 DRAW,NG INDEX DESIGN INFORMATION NOTE: FOR GENERAL CONSTRUCTION NOTES, SEE DWG. SHEET 1 OF 10. 462 c.,, CLASS _OCAT,O\: GN _.PE?AT_RE: -2 L1y' DESIGN FACTOR: 0.5 _.NGE =1. -.NG C_456. ANS trCC 1`"A -ER A._ 'ES- L ViTS: ANSI 600 = ANGES PRE—TEST REQUIREMENTS SECTION No. 1 _ Zr_ C1: AS REQ4'RLD -_ _ _ ._: 1.1 \: 222.0 PSIG. VAX: 2250 PSIG -.E00R::E_, PRESS„RE: V \: PSIG. VAX: PSIG PRE—TEST REQUIREMENTS SECTION No. 2 -EST VEDiLV!,NATER _;'ABI:_IZATIC`.: AS REOUIREO -_. 7 DER 0: 8 kRS.II N aR: c ; = MN: 222Q PS G- MAX: 2250 PS G T_T =RE '1 N: PS.G. VAX: PS.0 DETAIL tio.1 T o:C 0 0 0 0 0 / 0 0 0 0 . 0 0 . NO 41 R.R�.a BDC s;xrila C47:,77--;.1 - ST 0 z z 0 E- 'en ,en 5.1 II W ix A. 4 p P-010 --003- w P -01'\i P -004 c0 P-01,2 =-005 116 P-013 Aii P-303 P-004 P-005 P "VI 61 600# 0.'R.P. VALVE (P-026) P-002 SEE DETAIL No.1 0 z 0 t � +C1 w 2 E- +'1 EJ z 0 0 0 037, P-038 BEG ysti/110104 ip 600# 9ASKET STRAINER (P-021) NOTE' NOT TO BE PPE--HYOROSTAT•CALLY TESTED CUSTOMER S PP _ 00 '.'_TER TUBE (WEDGE TO FABR CD2 0 \ _ _-REAM SPOOL) P-003- -P-004 P-004 P-007 P-003 P-004 P- 006 i" TH,CK SPACER PLATE (P-009) -P--004 P-004 P- 005 P-005 6" CPA 50E 6 0# FLOW ULTRASON.0 CONDITIONER METER (P-001) 0 t2 THERNOWELL 0 a THERMOWELL LJ 0 0 W 0 z -R-004 P-010-1 P-005 P-011 P-012 P-013 P-003 P-004 P - 005 P-004— P-005 6" 600# 61 600# P-002— CHECK VALVE BALL VALVE (P-023) (P-022) P-002 P-020 NOTE: AFTER RECONSTRUCTION OF UPSTREAM SPOOL, BASKET STRAINER USM ARE TO BE SENT FOR CALIBRATION @ T.C.C. State of Colorado Division of Housing August 27, 2012 ,z„ PLANS APPROVED Subject to field inspection 6478 -P-024 - P.-..'3 --P-003 -P-003 P-004 P-004 P-005 P-005 } P-003 P-004 P-005 P-024 6" 600# BAL_ (P-022) P-003 P-004 P-005 P -01I P-01 P-01.. 4 P-002 P-003 P-003 P-004 P-004 P-005 P-005 6" 600# ET BODY CONTROL VALVE (P-025) P -003- P-004 P --0D5 P-024 P-003 P-003 P-004 P-005 P G02 LP -032 END PRE—TEST SECTION No. SEE OETA:_ x'0,1 P-002—. 6" 600# BALL VALVE (P-022) P-033 P -003- P-004 P-004 P-005 P-005 6" 600# BALL VALVE (P-022) P -003- P-004 P-005 P-020 -P-003 P-004 P-005 -P-024 t. 16.1 OUTLET SHEET 1 OF 10 GENERA_ NOTES: 5 REV SEC 91 5 i = ti iCr,ON. ss 07/, v+2 4 REY505 9 -E ,s ER 1ER�Cti G'+GN 3 RF REV 5E0 DES 1E14P1ER C,,5 1ER REOJEST 05 57/10/12 'S5uE0 FOR CON5TR0CT,0N. 2 Re 2EL, PER 2..5':7:7 C„V4=NS ,SSJE6 s6E 2.O7514221'<05 C5 25 67/03/x2 OG/24/12 1.7 4.72.t .24._O.TS.. RE -,55,E0 'O7 JWPRQv4L 06/20/+2 0 =cR cs 06/05/12 .44++10 574.0L5 / IEV;SIQN — DESC'R,R'CN Br WTE N0. 3744:53 7'41.5 / RE^AS'ON - OESCR-67',014 DEE -. irr vWEGGE RECORD R3 (y ESION JT 06/35/+2 ' 2.E/06/12 OWEDGE 46' 1 N. F51.1.55 C1V.d00 S''. F�o.,c;�'-,J2B,9B 1G] -00-10.7`5,. 76009 F. -; 9 7,4245$777 054466 No. 41223-' Rf7. S P0 4/ACE 324120'7 'QR CEDER K. 4122• _EST. ENTERPRISE / RIFLE ON. 6" ULTRASONIC METER HYDROSTATIC TEST SECTION N6- 1 DESIGN INFORMATION DESIGN PRESSURE: 1460 P5;Q DESIGN TEI PERA'LRE. -20' r '"0 120' P_ANGE RA''NG CLASS: ANS. 60 y MATERIAL TEST LIMITS:ANSI 660 FLANGE'S 6" INSULATQN KIT 4 6' NLET 2-01 P-011 P-012 P-013 2-003 P-0044 CLASS LOCA -,CN. D[S'G'N 'AC'CR: 0.r.a P-003 P-004 P-005 h" rH CK - SPACER PLATE (2-009) P -004- -P-003 -004 2-005 Stale of Colorado Division of Housing August 27, 2012 6" 600# 0 P.P. VALVE (P-025) 002 6" 600# BASKET STRAINER (2-021) 5' INSTRUMENT POST PLANS APPROVED Subject to Real inspection 6478 l c -030 2-003- -P-004 P-004 2-007 6" CPA _ FLC'r, CONDiT10N== 0 P-004, 2-004 2-005 2-005 BUI D NG EXTE1"S (2-3'2: m a r 6" 600# ULTRASONIC METER (P-00') 2-004- P-004- 12 -0C3 - P -005 2-305 2-004 D-'005 rMVS 11 01--404r41-41 HJ`��, 6" 600# 6" 600# ;HECK VALVE BALL VALVE (2-023) (2-022) " THICK-, r-2-003 SPACER PLATE P-044 (2-009) =-3C6 P-004 -'-•P-031 2-014 6" 6000 2-015 IASKET 2-01e: S' R4 N O K (' 021) 6" 60C# CPP VALVE (2-026) 2-.431- ,2-33$- L 2-032 P-033 P-0�4 l v-030- 2-003 P-004 P-007 SITE PLJL\ VIEw (SCA:E NONE) -P--004 6" CPA 50E FLOW COND TONER -004- 2-005 11"6"S{ DUIL1JI{O -005 2-0 2-005 2-010 -01' P-012 -013 -003 P-004 P-005 P-003 2-014 2-004 P-01' P -G05 P-012 2-013 P-002-- 2-024- 2-003- 2-003- 2-004 P-005 -2-003 2-004 P-065 2-432 • 6" 600# A_L VA''.,VE N C. (2-022) 1111111141411 6" • BALL VAL600#V (2-022) E P -042— P - P-003- 2-004 12-005 p-424 P-010- 2-011 2-012 P-013 2-00< 2-0051 2 -003- P -Q04 P-005 r6" u1SU AT DNI' 6" ._. OU -LET 6" 600# BALL VALVE (P-022) P -002--- rc-020 P-004 2-005 -2-003 c-003 2-004 2-005 -P-010 2-011 2-012 F -Q13 2-003- 2-004 2-005 -P-003 F-004 2-005 2-002 .500 -003 2-003- P-004 P-004 2-005 2-005 v-410 2-411 2-0•2 P-0°3 6" 600# ET BODY CONTROL VALVE (2-025) P-002 6" 600# BA_ VALVE (=-022) 11 -P-003 P-003- 2-004 P-004 P-005 P-005 2-01 P-011 P-0'2 2-013 -003- P-004 P-005 2-003- 2-304 2-005 F-003- 2-004 2-005 2 -C10 - p -011 P-012 P-013 P-003-- 2-004 2-005 -020 -2-003 2-004 — °-005 -024 P -G43 P-004 2-005 6" 6004 JLTRASQ\ C VETER (2-0C ) 6" 600{ C-.ECK VALVE (2-023 1100 6" 600# BALL VALVE (P-022) s rt`ij ir�y,✓\r,;rr y`ory�`�rr\�y,•�`ry+�ry �Crr��%'t `ti+ryr'�rywr' .0. yr rlyr r • ri /j / f• y/ SITE PROFILE VIEW (SCA_E 1,C\E) -002 P-024-- 6" 600# BALL VALVE 2_002- (12-D22) CC --025) 6" 600# EI -402 BALL VALVE (2-022) BECKER -EATER STA \D • -C24 6•• 6000# V'A_VE " INS uLAT ON KIT 6" OUTLET I i FINISHED GRADE ,ry�rrry`r� r� r SHEET 2 OF 10 GENERAL NCS ES='V ! f , J4f. �{ yl 11,T,,,"L [w 0' r 76511 �” ) WEDGE RECORD 71, — Ila iiiiirEIDGE -NERGY;'E;PiVICES L.L.C. - a 4G1 N,I3PDo L}NteY a', Vivq "; ER 1.1 •1PB-Dl' ,CD JUc.«q-1+4 Ti. 76 9t1 rn :H 7,4p0.9777DESCR.PT0MI. �a.D 1/° 0241217 :.' OR1Eq M 41727 ttir GE C CWF VS PR6PRiETARY RIGHTS N T-' VAT a,A_ D S0Ltl5EC HEREON+ 00' "00 -r.$ iP o0 ' 0 NCR ANY REPROOLCTI N 'HEREG VAY BE L,SEO in MAN JFAL'TJRE kNr HIND SHOWN HEREON SVIiv.,J,T aER4! 55iChi I44 WRING FROM AEC 0 " THE uSER SPEC F,GAL LY ' REFERRM.; -0 7 -?0 DRAWING S ROOD 11,0.11,0.o• 1a -E R,al.S "E SE,ED :c= a . - ,4 c5 07/"8/i2 ca r- W t17 _. bE5'GN JT 6$JCS%12 REv.SEO Bur,OInC !ODES §E-.54 €0 X00 07,45'4,...7 .�: .S O7/'0/+2 i 2 RF. 0E£1 0(0 ' rCw, PER CIiS'ICM REOJES 9E S.SL E7 ;OR 00^.5,..C-0, 00 01/ca/+2 - Fn ENTERPRISE RIFLE 2 REVISE® PER CUSTOMER 004UEN 5 55JfD r a 445 A.:'.04 C5 D!/21/ 2 r 0 CESIGN ENG CS 106%OS%q2 1- A00E0 INSTRL'0EaTAT2 CA',.0.:.0 E-00„Er2 E., a_.5'+A•. CS 00/70/`2 �. ��% " ...R: Y f 1 55. ,,. SKID OVERVIE'N 0 ,SSuOD ;OR APPRo� CS C8/0.!•/,2 - ORAN:4G vo 41223-2 5 6" ULTRASONIC METER NO. OR4WNG S1A%U5 / REVS 0% - _._. ,"'C', 00 2410 40 0000,4.0 STaT.'0 / fiVP.5.Ov - OESCRr.0N 0 CIA'C I 000LE: 000( DESIGN INFORMATION ES G\ PRESS:.RE ''51O PSG CLASS _OCA Ca. :FS.GN-EN'PEA"LIRE: -2C' -C 120 - SES G\ YA:`0A: 1,_A\,G== RAT\G C_ASS, A\S 60C 1 VA`ER A'_ 'E5" _ LA `5: A\a- 60C State of Colorado Division of Housing August 27, 2012 PLANS APPROVED Subject to field inspection 6478 ENERAL NO -E" NOTE: FOR GENERAL CONSTRUCTION NOTES, SEE DWG. SHEET 1 OF 10. 2' 4" 9' '1-i/" • gi. 6" 6000 BASKET STR&NER (P--021) P-03! P -r32 `-033 P-,034 5. 0.. 1,6 (g" REMOVED FOR WELD SPEC.) 5' Fi" 6" CPA 5CE LIN4 COND'CNER ,•AGE .LC CLANS PR0FP- --` TI-. MATERIAL DSC - NE'NER TH,S DRAT L,EPR0DUCTI014 T -E - -0 4°ANUTACTURE AN - - REONA WITHOUT PERM,SSIONIN WR'' NG =.CA. WEDGE TO THE USER SPECIFICALLY REFE4R NG TO THE DRAWING 24' 9 P-003- -P-G04 P-004 P-007 P-003 0 OO4 - CO6 000 SU. G+' w'EAAtS RE -SSS"E0 "LR C2. 1711 CT CS REY'SEC B'JALO.5 CODES RE-4SYE0 PO R C045'11,,Cn0R. 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SHEET 1 OF 10. j 7,ES .1; PRESS vRE. 1460 PSIG :ES "EvP ERAT L,RE: -20" F -0 120' F...A.N.0! RA -NG CLASS: AN - 'E5' M 4%.5, = CASS L004 C\. EFSPSN 'AC7DP. DETAIL NQ.L VALE 111130-3131 ockt- NON0 =UZI (SCALA NM) State of Colorado Division of Housing August 27, 2012 PLANS APPROVED Subject to field inspection 6478 -7 —2' 4 4ETI0vED FaR AE_O SPEC.) DIMENSIONAL DETAIL PROFILE VIEW (sCALE: P-003 MARK NUMEER DETAIL PLAN VIEW (5cA_E- NoNE) 3' 316" ' 5 • (i REMOVED FOR WELD SPEC.) cc 6" sj.1:C0-1140L.I 6" 5" P-003 7-004. P-005 Q CONTROL 6" 600# BA_L VALVE N.0 (P-022) 9 7" 10" (in REMOVED EOR WELD SPEC.) 51-e- 6" 6" 6" 6" 6" 600# BALL VALVE (P-022) 6" 6" 6.". —2' 2k--- REMOVED FOR WE'_D SPEC.) -1' "-- ----1 ' 1. 10-- -3' i" P-010 7-011 7-012 P-013 6" 60C# ET BODY CONTROL VALVE (7-025) 1 5'' 13' 15' P-024- 7-002 P -002— P-020 P-003 P-004 7-005 [P-003 P-004 P-005 6° 600# BALL VALVE N.C. 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EO PER CUSTOMER C :JED POR CCy5�PV *0020 ,%l0RUYEMA00N CAL.0LO'S RE-3Su PPRO4 LEO ROA APARO A-. 4APO"0 5'ATUS / REY S{i6 - QESOJA.PTON C`O1 '0L V 2' 3i- 0- I i"0-I C5 07/1!/12 CS 07/10/12 C5 07/0'3/12 C5 /2E/12 CS 00/20/12 CS 06/05/12 0" DATE 0 WNW 1 .'Box 3' r r- 1 11—P-301 - 306 5" 600# BALL VALVE (P-022) -303 4Y4 11 CN CV P-301 14' 2i" PLAN VIEW (SCALE: NONE) ever ET BODY CON- n__ VA'_VE -''2` P -3v1 IAT 0 a -303 III r P-305- -1- 6" CONTROL -BECKER HEATER STAND(P-303) 5" 50ON BALL VALVE 0.22) BECKER HEA"ER STAN,D(P-313) —P--301 P-303 CPR, NG 5`1'..5 / Rc✓IS'0N - OESCA' PROFILE VIEW (scA_E 'ONE) 3 4- t' State of Colorado Division of Housing August 27, 2012 PLANS APPROVED Subject to field inspection 6478 NOTES TO ENSURE METER & CONTROL SKID PIPING ARE SQUARE WITH SKIDS, MATE COMPLETED "TOGETHER BEFORE SHIPMENT. SFR QATE y •.E ro 1- 0 DES'GN NA OEGN ENG r; ECC'z'2 ,JT 06/05/'2 C5 SCALE. N0'.2 00/05/12 OWE�D�GE 461 N. EtF0JUV1R.t 67. Pnpn P;817.MW1ELSEE LC JOS- U.0•' ,. 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B'_0G. :L-S,SE EAST AP 4 i • _ _A _ •723C JMPER CAE BOX 74`6?7::itZe.88P R,`KSZkkitgsE±ft1Sag 1.JM1l1,t47n1 per sot9? 2e ayky- iz ExTERIOR BUILDING RA DESERT TAN N-rcR!OR 9:,.LD NG PAIN- WHITE State of Colorado Division of Housing August 27, 2012 11751. art:::1f PLANS APPROVED Subject to field inspection [RIPNISALD `-irteeecrO'AFAtafJe•56•9' 6478 ___1_ 1 1___ _1_ 1 .P=11 1 v-75trecs--:,nsgowse&-- 1-04(),IA4-r-24t's (1.-4xdrill per zoa? Sec/ ica 8 SOUT- %' '4%ttecs&M.x.,t:.,0515gYeh-7 4....,,_ rovEHED Ca40( SHEET B OF 10 •AE.2S, .-SPE0'4 T-f.R -3 4'(7-- S -C•0. -,Tr•:T.C.. A T.-7RA.5 R-S'D OR 7cmaLS READ RON CONSR4oC/1 RCR.SED CODES. 4E-SSJED FD 4 CORS,RUCT4N CS 07/1a/12 CS 07110112 REv6E.7. EES'ON 70uR PE CvS,DVER REWCSR, RE-SSUEO FOR CONSTRUCTOR. CONSTRucr,DR. 41:EO Af.-SE D ACM APPROVAL_ 55.2E3 rCR AP,AZ01_ :R.44 ',X 5,1., RMS. h - DCSCRI-P10..: C5 CS 07/0J/12 06/261,2 CS 06/20/,2 CS OS/071'2 by COE DRARMO VRTUS REV'S aEscri,pr. BY toE EDGE 'ECORD y'm; ENERGY BE RV10EB, LLC. d81 N. 88040WAY87, Phor,o.817,4sta.selo J081-1UA.1X 78080 Rdx 817.4288777 DeAw,,,s szkE "4:NE 41223-8 P D 0/ARE 0241297 4122 CL EP•47ERPR1SE RILE "RASON'C VETR SIV2 5" 2 A' 3' 3 Z. .EA'ER ....... ....... 11,110,1101020rifiParAfPlingrAffear' 3. 0' E EL State of Colorado Division of Housing August 27, 2012 A/C 0 AC PLANS APPROVED Subject to field inspection I Ce -211111.11iF IFFI 12 .11R1:11 .m.r. • ,N .2— Afti”rix* 1.11111UY 1=1 4 IV:NI — 14:1111MII 6478 J,IGHTiNG scHEL-,E NEMA 4 AYOUr VECHANCAL BCAO Arl"-AtENT ! F04 GPOUNONS LOCATON ALR21CSLLED.U.1E-1 GENERAL N005 WEDGE LLC CLAMS PROPRIETARY RIGHTS IN THE MATERIAL DISCLOSED HEREON NEITHER THIS DRAWING NOR ANy REPRODUCTION THEREOF MAY OE USED TO MANUFACTURE ANY2H SHOWN HEREON WITHOUT PERM,SSION IN WRITING FROM WEDGE TO TE USER VECIFIGALLY REFERRING' TO 7.4 DRAWING. NO •0E0 IS:L OF M1AS N-ISSmED TOR CTG.. A .SED BUILD:AG CVDES, M-S0NE0 FOS CONSTRUCTION OS CS REY•SED DESIGN MP- PER CLIS10I*P REQUEST. RE- IVA() IrCR CONSNIAVIOP. OS RE1-550 MEN CUSTOMER COMMENTS SSUEIS Foq C0,4,1'0[1'44 ADDEO .NSTRNMENMATION CALLOUTS NE-SSNED FON NAFROVA... ACM NM AL ZRAVANG STATUS R.TSC'. OESCMoTONI CS 7P6/1 PPP 02/03/12 06/26/I 2 05 OS/201,2 CS 0801-07/12 0, DeE GENERAL GROLADING DETA, muiPt/EN1 FLAT SJR:ACr (NUT NOT USE; ON NOTORS DRILL AND Af3) GROUND CA,9_E 0. 0 VS aNELek,NZtai 1-0 RE MOANTEG NEVA AA ENC_OP...A.7 • 2' . 'Zr DEEP SACYNG PLATE. (2) %VAL. DC NEP 0P Il EXMLOSVE ATMO$M,ERE 0E0A,S UN NEVA ts E1C2EROR LO. t.10•F'1,LD'C'EICL 23) 'S1 -LL P-OENIX TERM/MILS DECALS CN INS L'E & GO LO - 4) .oPoUNDING. CRE,J.TE, TO & FROM RTA Do..O.N17. Til,NTAANI.LED PER E C EECT,ON oo TO HE SUPPLIED & INSTALLED BY OTHERS YECH. GROUND OR EOuk_ • elechu cot 1 rks,it Affecni4 1 is pevivred e",49,4rt /647/Fe401 KC25 YE:H. ;ROLV: — SEE 7.E74._N. Ecc-OR FCR 2- 1/044.G 51-4 OR 2-2/0AAG SOLID, 1/2 INCH STJD. !" Piet PPP IF REOUIREO RA F ALL GROUNDING TO COMPLY WITH N.E.C. SECTION 250.52 --- 02 AUG TO GROUNO ROD OR GRID No,Es: - 5/EC COPPER _,_EO -RODE _c\G 8' OF ETR„o-...RE ,=_ECTRODES .N GROUND - 0 co :C :AS REQURF..r..: Cur C."'CS CCR!'‘ERS cr BL o; - BONDAG $HAL'A TARE PLACE Ai.'1-1 A MECHAN,C.I1AL CLAMP - CLEAN PANT & DEERS FROM METAL 70 METAL CONTACT BON: 1F CONDITiOINS PRECLUDE THE DRIVING OF COPPER ELECTRODES. LOOP CCNOUC7OR5 OR COPPER GROUND PLATES ,..0AV BE SLOBST,TuTED. ONE v04 ONE, AND MAY HE 'LAYtEl 11,2 TRENCHES ZRAAANC STATS IISNAS ON - OESCRMICN RECO D !SF 00/07/12 OEEGN s 00/07.„.2 NZNE ENERGY SERVICES, LLC. 48,1 N. BROADWAY gr. Mona w17.4iwase1l] J0011.4.14.73E711000 Paha B174Be777 41223-9 E0j FOLADA' CONDUir CII Bi-iEETS OF 10 0 Oef`W 024120 SHOP ORDER Fr <, 221 ENTERPRISE R,0LE OSSER,c.N. TRASONIC METER SKI] 8'x• 1 GE\ERL ELEC7F, C IJB- 0 1 DANIEL USM / FT100 a C2 P2,2•C o-,) _4 ( '24.10 X521(4) TO, CPP' To R6232/445-' -DCi 'Lgic L1 2 I lry▪ -'0Q0L.-i___&; DC 11 e P2,-4-TAD22,-1. :,,TODC 01, • r,_, DC4-1 at..I EPO2 -'55c - :44 F,20--422- 2470-75, - • PC3-7B.:- 422.3 -TEP,- 5 -0 P00'L 05-.65) 470.0 2 ',CRT ft cc., CND 2 73 E-HERNO" SNI,CH] 144▪ 4 41 PDITIDO ETD TE/TWIDU r PCO -TB -R2265-16 2.00-Te-ETa-1. OATS E222C--13-4"2--2.2, EPCD-2-6-E3,--26 .12 EPCQ-,B82-1.11 loN• 2 2- 3 E.20-r6m3-,6 EPOO-,EAC-21, J 4,1D0-22- TB-DI PO 92-4 -1, 241 Fri 20-212-1 24 TB -AO .56 EPCO-TE-F15.125- +2, rci DO -212-4 4P2D-Ta- a1465- , UT100 OPP -100 F - 2E -5•25 TE1-(24+5- -4-42T-10 .1 511 - W252402- ooq-1 1 -A-n-2A 552' 27 -41 F11 011 -215-42-4( -CI 24 22 1 RS4651 1. Fr1 P:1.7477 12 I TB-Aij a , 44 -11-422-1 2944 - RS 5-' 14) N (12-'332 0: TB -DO 251,25 2N0'02 ( 4 i4 I (1-24 7,"2,30 r 29 14 600,30 +1 224,4C (-) JO 011 rC545..- State of Colorado Division of Housing August 27, 2012 PLANS APPROVED — - -,Subject to field inspection .ROC 1 4 544 -8 OFF DCE TERLILNATE ON 6478 3,3 0%21,0E3 =ER r....4-NER 0044E,', =:= 25DED 41i,R 07.i. Bp 2 077,2.., 2 cs /2E7'2 25/20/. 56002 FQR 05/27/12 51441 '.2 5.-ArAE 400 520 - EE5c.a DATE Na 0444,61G STATUS REVISION- Or.a.`RIVPQN DA 1E fll 43e.''777 VgEDGE RECORD rr 0 SES, -.;51 G7 20/o7/. 36S111 (7' ES 13N >- N C S / / • 2 r- ...JLTRASON IC METER SKID B'x 1 15 LG. LDG. Ncs,: 41223—B-51 5 NORTH & SOUTH WALL. EXTER,OR ELEVATIONS ENERGY SERVICES, L 461 N. agoAciwAY HT. P5er4ft617A125.131110 40192-1L14. T 7190.5121 2.1041.17.41219.6777 P Q # /Arr. S,QP DROrif D241247 4°223 C,,t42T, ENTERPRISE / RIFLE IJB-02 PT100 FCV200 LOOP (+) LOOP ( ) [ -14 T540-15 GENERAL ROTES' AEDSELC CovvS IN THE VATE._ DSC...LSED NE.-HEa T-5 2RANNG NOR Ayr PR2C;..1CTIO\ TI-•EP.WF VAX SE L.SED 10 VA%liFAC-L,PE 4114THVI "EREC,Is m1F,L1,0 ,',Eak,66, ON IN .41RIT "IC":51 WE Di3E 7G 7-r, ...:s.z.rt sDEcIrIGA„,:i REFERRAG -0 THE DP.A.nNI;. 4 5 REI...5E0 F.0. Or inVER.o.S. A-S5LiED FC4 coNsmucnc,. Rs1sED J070 C0.5fi-0- -,55vE5 12 CON51155C10011 5m5E0 0BB0'4 TIE0P. PER CA*1114041 RE.00141 BB -.s540 FLBIR BCNStRLBT.BN_ REv1SE6 PER cus•rws 00.55.5114. as:a FOS C.555 -54C1155 00 07/.8/-2 05 07/1o/12 CS 07/03/12 Cs cS/26/12 •,0500 1,1.514.4EN-5r 01 CAL4.75. 55- 55J50 FOI1 CS 05/20/12 0 145150 itR CS 05/57/12 0.414STATA / 9E4 SC5- DCSCR5T05 CATE 12 PT 2T4 00- FCI...20C-,.05P 4C4200-_1005(_) TE—FT ru-ltrz FROIO VITO RT,1 IC 1 FT -A° :1A4*.55 STA11.;5 / 41E05.05 01505 57,04, State of Colorado Division of Housing August 27, 2012 PLANS APPROVED Subject to field inspection BY BAIT, AEDGE RECORD DESIGN GF CS 05/07/12 06/C11' 2 5554 6478 1 ,D) r ENERGY SEVICES. L 4s154. 8FIA1.3WAVT phons 81 7.188,98 1 -5060-1.uA Tx. 7E1068 Fes 8 J7.428.0777 '3RA x'222 -:3-n24222- 4./5,4 5541592 5650 050E4 41523 ENTERPRISE / RIFLE MER SK'D 81.411 - LG. a_DG. NOA1r1 & SOLin-1 ALL EXTER CR ELEVATIONS LLC CLA7k$ PRQRRIETARY RtG$TS \ T1 -1E FdATER:A'_ D:SCLOSED F.EREON 7R4'r14 1.7_2 AV, q c 28x2Ox8,/' Fai MIEMil . CEMME.. ..t -Il■ MINE OD • oaa s 1 TB -CI ❑0 'B-RXTX r it •VIIX'11 7153 11 Dpi 1 fie -ETH 1 11� TB -AO J Irir ' le �a 1 fly TB-Rs4R5. SSI IM j■IIntiilI ❑(TcyE TB -DI (D❑ �.t■�1el Ierre IP-14kTY • I 0 0 "B-VVT El 0 '1•) I■rra ❑ {'.I]❑ 'AVT-PWR 1 L. 01 1,16171•11,14:111.414_ I o�� I -7O r ■ • r n IsiTirlo ill�ilti171a!7 ur 111=-W 11Tai71®'7 11r=op11 �D kCDc4 o i," RE'1SED 6I1.L DF 17 lcR2;S RE -ISSUED F56 C0.4,44 210,1. CS 2 542 12LLDa3 C{r3ES- R1ED TDR COhSiR:,C1 . C5 REU3E0 OESIGM 'FJ'Ja. aER CUSTC4ER REEST RE-SS4E0 OR COQ R£W,SED PER C::STC‘k:ER CCwwE+'S. 55 -.ED ;01 CD45iRUC1O F1)2.0 IN5TRUNINFATl2' CA:LP:3 7E- 55.EI FGR APPRQYK. 5 ND. 'SSU50 ECR F9PRDvAL J'Fd'VC 5'4%5 / 4155ON - DE_.,R:P'DN C5 C7/'9/12 07/•6j1 7/03/1 CS CS 06/25/12 06/20/12 CS 06/51/12 97 DRAxmv3 Six'uS / REv 5'C' - „^E522'7' a4 9Y DATE REL.CRD z 26/07/12 1-- ^C 26/' 7/12 21. State of Colorado Division of Housing August 27, 2012 latl/ PIANS APPROVED Subject to field inspection 6478 ENERGY SERVICES, LLC. 491 N. 161.10.4ENJAYHT. PY'DM1E 817,6e8.8811 0 JO8F1LI4, TX 70088 Fox 817.428.BT77 ,ar. ve 41 223 -Iv-^_ ' 1."•U.. RR' 5 0 0 w/Ar,. 024'267 SNCF 0R0 ENT: ENTERPRISE / RIFLE J_TRASONIC VETER S!{'u 8'xl1 -6` LG. 9_DG \CR T H do SP�TH ti+A•-L EXTER.CR ELEVATrONS REVISION Na. 5 ENTERPRISE f RIFLE Tuesday, June 12, 2012 Wedge Order No.: 41223 6" ULTRASOMC METER RUN & CONTROL SIM P.0. NO.: 0241297 Mark No. City Lina I P-001 1 EACH EPCO-PROVIDED METER SUPPLIED BYEPCO P002 26 FEET PIPE SMLS 6" SO-4/80 COMMERCIAL ( 5.76110 ] ASTM A53 Gr.B PER: EPCO PIPE SPECIFICATION 06CS275 P-003 18 EACH FLANGE WELDS'. 600# RF WN SCH/80 ( 5.761"10) A-105 P-004 23 EACH GASKET FLANGE 6" 600# RF SPIRAL WOUND RING IN RING FLEXITALLIC 30455 RING 1/8" TK P-005 228 EACH STUD 80LT 1" X 7" LONG CADMIUM STANDARD PH A194 87 WITH 2 NUTS (STOROLT UPI PO06 48 EACH STUD BOLT 1" X 8" WITH 2 NUTS CADMIUM STANDARD 2H A194 87 (CRA/SPACFRPLATE /PIKOTEKBOLT UPI P-007 0 EACH NOT USED P008 0 EAD-1 NOT USED P-009 1 EACH PLATE SPACER 6" 600!1 PADDLE TYPE 7/8" TK SCH/ BO - A-516 GR 70 10,500 0.0. X 6-011 I.O. P010 16 EACH THREADOLET 3/4" 3000# A106 OR API 5L GRADE B P011 19 EACH NIPPLE 3/4" X 3" SCH/ 160 CS SEAMLESS P1112 19 EACH VALVE BALL WKM 3/4" KF 3000# THRO UNIBODY CS LOCKABLE P013 19 EACH PLUG HEX 3/4" 3000# NPT CS State of C:ntnrarin P020 2 EACH FLANGE BLIND 6" 600# RF A-105 Division of Housing P021 1 EACH STRAINER 6" 600# WEAMCO TYPE FV HORIZONTAL PIPE RUN ODCOME W11113/4'DP TAPS) P022 5 EACH VALVE, BALL, VINTROL 6" 600 ANSI, MANUAL GEAR-OP ALlgtl,5t 27, 2012 P023 1 EACH VALVE CHECK FULL BODY 6" VVHEATLY 6004 RF NAGE P-024 4 EACH TEE WELD 6" SCH/80 OS A234 WPB P025 1 EACH REMANUFACTURED FISHER E-BODY, 6", 600# • P026 1 EACH OPP STANDARD ACTUATION, VALVE, BALL VINTROL, 6" 600 ANSI, LESS MANUAL GEAR-OP ADDITIONAL NEER SIVOL MATERIAL P030 10 FEET PIPE SMLS 6" SCH/BO HONED ( 5.761'10 j ASTM A53 Gr.B PER EPC0PIPE SPECIFICATION 06'CS275 1 P031 1 EACH LATERALOLET 1-1/2' A106 0R API 5L GRADE B 3000# P032 1 EACH NIPPLE 1-1/2" X 3" SCH/ 160 CS SEAMLESS P033 1 EACH ' VALVE BALL 1"' WKM 30000 THRD UNIBODY CS LOCKABLE P034 1 EACH PLUG HEX 3/4" 30004 CS PLANS APPROVED P035 1 EACH _ THREADOLET 1" 3000# A106 OR API 5L GRADE B Subject to field inspection P035 2 EACH NIPPLE 1" X 3" SCH/160 CS SEAMLESS P037 2 EACH VALVE BALL 1" WKM 30D0# LOCKABLE CS P-038 2 EACH PLUG HEX 1" 3000# NPT CS SKIDS 6 P-300 240 FEET BEAM WF 8" X 31.004 A-36 STEEL P301 9 EACH CRADLE 6" CRADLE SUPPORT NO BASE L HLS & FRP COATING 510A 6OTT0MOFPIPE 2'R-11/16". CL 0FPIPE35" P302 6 EACH GRATING 1-1/4" X 3/16' X 3' X 20' SERRATED GALVANIZED P303 10 EACH EYE LIFTING CUT FROM A36 MATERIAL 20 KIP P-304 120 FEET IRON ANGLE 4' X 3' X 1/4"TK P305 3 EACH SUPPORT FLANGE 6" 600 ANSI P/N: 510-EFS W/FRP COATING Borrow OFFL4NGE 2'5", CL OFP/FE36" P•305 6 EACH COUPLING THO 2" 3000# HALF COUPLING P-307 40 FEET IRON CHANNEL 6" X 8.24 FT P-308 2 EACH U-BOLT INSULATED 6" WITH 1-ROD WASHERS & NUTS POLY P,303 40 EACH CLP GRATING 1-1/4" G-CUP KSGG-1 B P310 2 EACH FLOOR PLATE 44-3/8" X 131-1/2" X 1/4" THICK P311 1 EACH INSULATION AND PANS P312 1 EACH COLORADO STAMPED BUILDING 8' X 11.1/2' LEVEL 1 P313 2 EACH SUPPORT VALVE 6" 600 ANSI P/N: 51D-EFS W/FRP COATING T U140FFIANI 2"5". CL 0FPIPE36' METER SKID ISE COMPONENTS " P-0O 1 I EACH TEST WELL 3/4" X 1/2" X 30 0.385 BORE 304 SS 1 0f 3 REUIS/I V Na. 5 ENTERPRISE / RIFLE Tuesday, June 12, 2012 Wedgy# Cinder Ala : 41223 6" ULTRASONIC METER RUN & CONTROL SKID P.O. NO.: 0241297 P401 1 EACH THERMOWELL 3/4" X 1/2" X 3U 0.385 BORE 304 SS P402 1 EACH PROBE SAMPLE 3/4" X 1/4" X 3U 0,385 BORE 304SS P403 1 EACH GENIE MEMBRANE PROBE W/ HOUSING 4" INSERT 316SS W/ 1/8" FNPT OUTLET, S. 0 -RINGS P404 1 EACH TRANSMITTER SENSOR ASSY 0.250 WATER COLUMN 0-3626 PSIA FOR FISHER ROC 503 0.075%ACCURATE 1/RSP24S (2-01-PSRSP-1/RSP24S) P405 1 EACH MANIFOLD ROSEMONT INTEGRAL 2-VLV 316SS 1/2-14 NPT PTFE 2" NPT MOUNT 03135RC2261184 P406 2 EACH MANIFOLD 5-VLV PG 1/2"NPT X FLG WP 0375 BORE CS BODY RYLON SEAT TEFLON SEAL PO -M3 -575 -SOT W9 P407 J EACH BRACKET, 205 MOUNTING, REMOTE MVS P4O8 1 EACH RTD G STYLE PROBE W/PLUG AND SPECIAL SPRING BURNS ENGINEERING P19447-12.5-144.138 P4O9 1 EACH TRANSMITTER PRESSUSE ROSEMONT SCALABLE -14.2 TO 2000PSI EXP PRF W/LCI] DISPLAY 3051 CD5A02A1 AE5S5 [DOWN STREAM PRESSURE] P410 1 EACH KIT DI -ELECTRIC MANIFOLD PGI CS PGI -AK -143{y0 P411 5 EACH RISER PIPE AL 2"X 60" TBE P412 1 EACH TUBING MATERIAL Sta e of Colorado P413 1 EACH TRANSMITTER DP PRESSURE ROSEMONT 4.20MA -300 TO 300PSI 31 SL SST 3051 CD4A22A1 JM6E5 Division of Housing P414 1 EACH HEATER CCI ELECTRIC RUFFNECK MODEL# CX1-240160-036-T2A-11 C -T 240/60, 3.6kw P415 2 EACH KIT INSULATION FLANGE 6' 600# PIKOTEK TEFLON VCS GASKET AL gust 27, 2012 P476 1 EACH EL, STEET 1-1/2" FNPT X MNPT, C.S. P417 1 EACH NIPPLE 1-1/2" X 12" SCH/ 160 CS SEAMLESS P418 1 EACH VALVE BALL 1-1/2" WKM 3000# FP THRD FLOATING CS P419 1 EACH PLUG, HEX HEAD 1.1/2" NPT, CS, 3000# P420 1 EACH JUMPER CABLES & BOX P421 1 EACH HEATER CATALYTIC 2 FILTER DRYERS 2 HP FSHR 1301-F SS REG. GAUGES FREEZE FILTER ISP2-SS P-500 AR EACH METER TUBE SAND BLAST NEAR WHITE vvvlUUJ ���»i PRIME WITH SHOP PRIMER [ INORGANIC ZINC PRIMER j INTERNED TE PRIMER: SHERMIN-WILUAMS MACROPDXY 646 {PRODUCT #4.53), 3 MILS OFT, COLOR: BUFF OR TAN, THINNER: R7K15 TOPCOAT: SHERWIN-WILLIAMS ACROLON 218HS - B65W611 [PRODUCT 05.22) 3-4 MILS DFT, COLOR: WHITE THINNER: R7K15 PLAYS APPROVED I&E nMATERIAL Subject to field inspection E-001 2 EACH ENCLOSURE, NEMA 4, 30" x 24" x 8" STAINLESS STEEL E-002 2 EACH PLATE, BACK FOR NEMA4, 30" x 24" x 08" E-003 7 EACH SEALING FITTINGS, 1" CONDUIT, EYYS316 E-004 7 EACH SEALING FITTINGS, 3/4" OONOUIT, EY9216 6478 E-005 7 EACH 1 "„ CONDUIT, RIGID, 10' JOINT LENGTHS. E-006 20 EACH 3/4", CONDUIT, RIGID, 10 JOINT LENGTHS. E-007 10 EACH C❑NOUIT UNION, MALE X FEMALE, 3/4" UNY205 E-008 7 EACH CONDUIT UNION, MALE X FEMALE, 1" LINV305 - - E -❑D9 4 EACH COUPLER, FLEXIBLE 3/4" ECLK218 E -D10 16 EACH REDUCERS, CONDUIT. 2" X 1" RE63 ETM 2 EACH CONDUIT BOXES, 3/4" GUAM26 E-012 6 EACH PLUG, 3/4" PL G2 E-013 8 EACH PLUG, 1" PLG? E-014 5 EACH CONDUIT BOXES, 3/4 GLIA129' E-015 10 EACH CONDUIT BOXES, 1" GUAT36 E-016 4 EACH CONDUIT BOXES, 2" GUATE9 E-017 3 EACH MYERS HUB, 3/4" E-018 7 EACH MYERS HUB, 1" E-019 1 0 EACH 3/4" ELBOW, 900EG, WITH PULL GAP, EXPLOSION PRODF, CLASS 1 DN 1 L8Y25 E-020 i 2 EACH SNAP SWITCH, ENCLOSELI, 3/4 - 20A EU^ 129 E-021 1 E#OH SWITCH WITH BOX CROUSE HINDS EXP PROOF 3/4" EDS'C218 E-022 12 EACH FEED -THROUGH MODULAR TERMINAL BLOCK, THREE TERMINAL SCREW CONNECTION TRIPLE STACK: 7492-WTF3 E-023 5 EACH END ANCHORS: 1492-E4J35 2of3 RE'V1SIOV No. 5 ENTERPRISE / RFLE Tuesday, June 12, 2012 Wedge Order No.: 41223 6" ULTRASONIC NEfEt RUNS CONTROL 9GD P.D. ND.: 0241297 E-024 3 EACH TERMINAL BLOCK / COLORED LABELING E-025 2 EACH COUPLER, FLEXIBLE 3/4" ECLK224 E-026 1 EACH BRACKET !VIOLIN/TING WALL LED LIGHT CR -HINDS EVB7 E-027 3 EACH LIGHT LEL] CR -HINDS EVLEDC201 EXPLOSION PROOF E 02B 2 EACH BRACKET MOUNTING CEILING LED LIGHT CR -HINDS EV22 E-029 4 EACH NIPPLE 1/2' X 12" SCH/160 CS SEAMLESS E-030 4 EACH VALVE BALL 1/2" WKM 3000# FP THRD CS E-031 2 EACH ENCLOSURE, NEMA 4, 1E" x 16' x 8" STAINLESS STEEL State of Colorado Division of Housing August 27, 2012 c(iti/ PLANS APPROVED Subject to field inspection 6478 3 of 3 0 3 1- uJ W z Z 0 0Li W H W F 0 W 0 (U 0 lL 0 0 0 0 i i - ti •,1% M� i PP i MNE 0 �1� N�M�SJ X x N \ P Ave ' #0.c- C.- 0is �J JP ale*Niat- -\\ i p e T D h X Ps Sj1NG ¢SR1 pN x x x x x— -x X x \VAV/- EXISTING EPCO RIFLE METER YARD ¢\ A ("�_ 9a0o' plp� s / PROPOSED ETC RIFLE METER STATION h v h CONDITIONS OF PERMIT BLCO-10-12-2662 EnCana Oil & Gas - Meter Building West Rifle Compressor Station 865 CR 265 Rifle, Colorado 1) ALL WORK SHALL COMPLY WITH THE 2009 IBC, AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 5) FIELD VERIFY C.D.O.H. INSIGNIA IS AFFIXED AT FINAL/COMPLETION INSPECTION. 6) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 7) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. 1 51 6`� i 5 'S 4. 4„1.0 11 0s S PO SECTION 13, T65, R94W GAREILEO COUNTY. CO :s Yr— SECTION 13 SEC TION 24 S X/x 1 1 CN� X'X -- ETC RIFLE MS--- -- OVERALL PLAN VIEW — SCALE: 1" =10' O 0 vv - Sec Conc4,47 o f A -0f, / ,6,t u. A. k4-7 /79 1/Te4il&n APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD EP DeuiO/6 iZ�, LDC ?+v m9PPCiloN WITHOUT THESE PLANS ON SITE one Of CERTIFICATE OF ENGINEER MICHAEL C. LOCK, STATES THAT I AM BY OCCUPATION A PROFESSIONAL ENGINEER EMPLOYED BY ENTERPRISE TO PREPARE A FOUNDATION DESIGN FOR THE PROPOSED METER FACILITIES AT THE ETC RIFLE SITE AS SHOWN ON THIS DRAWING, AND THE WORK WAS DONE UNDER MY AUTHORITY AND SUPERVISION COMMENCING, AUGUST 29, 2012. I ALSO STATE THE DESIGN IS COMPLIANT WITH THE NORMAL AND CUSTOMARY INDUSTRY PRACTICES FOR THIS TYPE OF WORK. BLCD-10-12-2662 NOTES: REFERENCE DRAWINGS REVISIONS ENGINEERING RECORD 1. EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION, 2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. 3. ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE SAND BLASTED AND COATED WITH COMPANY APPROVED 2 -PART EPDXY PER EPDXY MANUFACTURER'S SPECIFICATIONS. ALL ABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMED AND PAINTED PER COMPANY SPECIFICATIONS. 4. ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED IN PLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADS AND EXTEND PAST CONCRETE. 5. x DESIGNATES INSULATION LOCATIONS, 0. Issued br county permit WRs 10/04/12 DRAWN CHECKED GWENT n RIFFIN & ASSOCIATES, INC, 1414 ELK ST., SUITE 202 ROCK SPRINGS. WY 82901 EEnterprise Products DWG. NO. TITLE REV. ESCRIPTION DATE CHECK DATE APPR DATE PROJECT MGMT PROCESS MECHANICAL ELECTRICAL I & c DRWN. BY WRS ETC RIFLE METER STATION OVERALL PLAN VIEW & EQUIPMENT FOUNDATION DETAILS DATE 08/28/12 DRG JOB. NO. 19508 SCALE PROD. NO. CITY/COUNTY, STATE S13 T6S R94W GARFIELD, CO DRAWING NO. DWG. NO. 19508 SP 1/2 REv 0 GI a 0\19508\from Shuster 2012-10-04\ETC METER COUNTY PERM 0 m 0 (U N. 0 0 0 9' 4'-9' 11,-0" 9'-6' 4'-9" 3' 6' 1'-0" 1 9' 1'-6° ` 4 9' 1'-0' 64' ' 6k 4 1/4' FILLET WELD SKID RUNNER TO EMBEDDED PLATE TYP, 6 PLCS 1 64' 94' PLAN 9' 6' 7' 11" METER R.uk SKID BOTTOM OF SKID EL. 53310' 4'J 0 v 3' CLR-- 9' SEE PLATE DETAIL BELOW F4' f 2 -_, _64' L 12 #4 @ 11'(+) ELEVATION CONCRETE PIER METER RUN SKID SCALE: 1/2" = 1'-0" 3 REQ'D (U m 1' -2' r 2' (20) #5 @ 12' 10 N.S. @ 10 F.S 5 #4 @ 9'(-) 2' WELD 3/8'x6' NELSON STUDS TO PLATE 2 EA/PL nicpc 1'-6' 4' 0' I1'-0' 4,-0' 1,-0' 3'-6' 1'-6' l • 9' 1'-0' 1/4' FILLET WELD SKID RUNNER TO EMBEDDED PLATE TYP. 4 PLCS I 6' — 18' PLAN 8' 0' 6' 6' 8' 0 1' 6' SEE PLATE DETAIL @ METER SKID ELEV. 4'-! 3' CLR-- M 12 #4 @ 11"(+) Nam 4,— ELEVATION CONCRETE PIER FLOW CONTROL SKID SCALE: 112" = 1'-0" 2 REQ'D (18) #5 @ 12' 10 N.S. @ 10 F.S 5 #4 @ 9"(-) CERTIFICATE OF ENGINEER MICHAEL C. LOCK, STATES THAT I AM BY OCCUPATION A PROFESSIONAL ENGINEER EMPLOYED BY ENTERPRISE TO PREPARE A FOUNDATION DESIGN FOR THE PROPOSED METER FACILITIES AT THE ETC RIFLE SITE AS SHOWN ON THIS DRAWING, AND THE WORK WAS DONE UNDER MY AUTHORITY AND SUPERVISION COMMENCING, AUGUST 29, 2012. I ALSO STATE THE DESIGN IS COMPLIANT WITH THE NORMAL AND CUSTOMARY INDUSTRY PRACTICES FOR THIS TYPE OF WORK. GENERAL CONCRETE NOTES: 1. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO APPLICABLE SECTIONS OF THE PROJECT CONTRACT DOCUMENTS AND SPECIFICATIONS. 2. 3. 4. 5, 6. ALL CONCRETE WORK SHALL CONFORM TO ACI -318, CSI HANDBOOK (LATEST EDITION). CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH FC' = 3000 PSI CONCRETE SHALL BE CURED FOR NOT LESS THAN SEVEN FULL DAYS PRIOR TO SETTING EQUIPMENT. ALL REINFORCING STEEL SHALL HAVE 3' COVER UNLESS NOTED. NATIVE SOIL BELOW THE FOOTING SHALL BE UNDISTURBED OR 6' MINIMUM STRUCTURAL GRANULAR FILL COMPACTED TO 95% OF MAXIMUM DRY DENSITY (ASTM 1557) NOTES: REFERENCE DRAWINGS REVISIONS ENGINEERING RECORD 1. EXISTING BURIED LINES SHALL BE LOCATED PRIOR TO EXCAVATION. 2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. 3. ALL UNDERGROUND BARE PIPE AND FITTINGS SHALL BE SAND BLASTED AND COATED WITH COMPANY APPROVED 2 -PART EPDXY PER EPDXY MANUFACTURER'S SPECIFICATIONS. ALL ABOVE GROUND FACILITIES SHALL BE SANDBLASTED, PRIMED AND PAINTED PER COMPANY SPECIFICATIONS. 4. ALL CONCRETE PAD DIMENSIONS SHALL BE SHOWN ON DRAWING AND POURED IN PLACE. ROCK SHIELD SHALL BE INSTALLED BETWEEN PIPE AND CONCRETE PADS AND EXTEND PAST CONCRETE. 5. ■ DESIGNATES INSULATION LOCATIONS. Issuedor county permit WRS 10/04/1 DRAWN CHECKED PROJECT MGMT MECHANICAL ELECTRICAL iI a ,RIFFIN & ASSOCIATES, INC. .414 ELK ST.. SUfTE 202 ROCK SPRINGS, WY 82901 Enterprise ■ Products DWG. NO. TI TLE REV. ESCRIPTION BY DATE CHECK DATE APPR DATE I&C DRWN. BY WRS ETC RIFLE METER STATION OVERALL PLAN VIEW & EQUIPMENT FOUNDATION DETAILS DATE 08/28/12 DRG JOB. NO. 19508 SCALE 1/2" _ PROJ. NO. OTY/COUNTY, STATE S13 T6S R94W GARFIELD, CO DRAWING NO. I REV DWG. NO. 19508 SP 212 1 0