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HomeMy WebLinkAboutPlansBLDG O TAI FR BLDI 2" TIP. N 1 7 r- 6' x 7' DOOR t BLDG/DOOR END WALL A -A �J/1611;/ TYP. r/j 4' (REF.) TS3 x 3 x 3/1 SIDE WALL B -B QcortAkKi Chic z (310..14. o aittcy Et03 z�, eft , =MC, reSC, �, � , k\Na Th Cyst ecim Derw, Re .4, APPROVE( SUBJECT TO NOTED tXCEPTIONS a INSPECTIONS GARFIELD COUNTY BUILDING DEPA f EN' mate 41_(p By _ FIELD COP ' NO INSPECTION WITHOUT HESE PLANS ON SI6E 'age of .. le 3 NOTES: I. ALL STRUCTURAL TUBING IS GRADE SA -500B. :..y•w•. rossia `REVISIOIT SCHEDULE,;;• ,: •fir.•. !� •• XXXXX%XXJ',X�CXNXXXX;: Y.XX%KXX'�ty XXXX;. �\,t N0. DATE BY DESCRIPTION 0 1/25/06 MH FOR CONSTRUCTION POWERa SERVICE, INC: CASPER, //YOMING, USA (307)472-7722 DWN BY: MH DATE: 1/25/06 CHK'D BY: JL CUSTOMER: ENC A �( A BENZEL #1 - B-36 PAD SHEET: I OF I DWG N0. EN -BLDG -14-60-2 ENGINEER: - JOB N0. - QTY: DESCRIPTION: STRUCTURAL STEEL BUILDING DETAILS 14' Wx60' LX10'H SCALE: NTS REV. /0\ O / / i //,/ // / / /. / /7/7/ / / / /, TS3 x 3 x 3/16 (TYP.) / r/ /L ! /// / / / /; / /; // / // CONTROL/i / /// // ROOM /././// / 71 / / // // ,/ % /�� / / /- // / / /// / / / //////// // / /�/ / / /7 // , / //:// / /, / / /' _ - - - f/ //`,/ / / _/ / / / / / / / / / / / / /// / / / / / / / ////// -- // // // / / / / / /// / / 1 / / / //' / /rJ1 / / // / // - // / / / / //- / / / / / /l // / %/// / / /i / ///////// j// %// / / / / //// / / / / y / / // / YYY / / //� // / ///// , / / // / / / / // /'r / / / // % // //// ROOF FRAMING PLAN I B 5'-0" L DIM'S M HERE _ _ TYP. - 4`3:-0 .._ TS5 x 3 x 3/16 (TYP. BLDG. RIM) , 51' oG'-_ co � � T / % / / / / / / / / / /2/ / / / / / / / / /, // 1 / i / / / / / / // / / / // / / // / i / - _ 3' x 3' WINDOW / // �// ' / //// ///// �% / / / / / i / / / / CONTROL /' ; / / ROOM/ / / l/ /// /f / / /� / / / / / j / / / / / / / . / // / / % /// / i / j / a / / / j , ///// / / / : //.% / // ////'///�// //�/j// /r / //i////�/// /// /// /� / / /Xr / / j / / ////////%/ / 2" TIP. N 1 7 r- 6' x 7' DOOR t BLDG/DOOR END WALL A -A �J/1611;/ TYP. r/j 4' (REF.) TS3 x 3 x 3/1 SIDE WALL B -B QcortAkKi Chic z (310..14. o aittcy Et03 z�, eft , =MC, reSC, �, � , k\Na Th Cyst ecim Derw, Re .4, APPROVE( SUBJECT TO NOTED tXCEPTIONS a INSPECTIONS GARFIELD COUNTY BUILDING DEPA f EN' mate 41_(p By _ FIELD COP ' NO INSPECTION WITHOUT HESE PLANS ON SI6E 'age of .. le 3 NOTES: I. ALL STRUCTURAL TUBING IS GRADE SA -500B. :..y•w•. rossia `REVISIOIT SCHEDULE,;;• ,: •fir.•. !� •• XXXXX%XXJ',X�CXNXXXX;: Y.XX%KXX'�ty XXXX;. �\,t N0. DATE BY DESCRIPTION 0 1/25/06 MH FOR CONSTRUCTION POWERa SERVICE, INC: CASPER, //YOMING, USA (307)472-7722 DWN BY: MH DATE: 1/25/06 CHK'D BY: JL CUSTOMER: ENC A �( A BENZEL #1 - B-36 PAD SHEET: I OF I DWG N0. EN -BLDG -14-60-2 ENGINEER: - JOB N0. - QTY: DESCRIPTION: STRUCTURAL STEEL BUILDING DETAILS 14' Wx60' LX10'H SCALE: NTS REV. /0\ ♦ b. k.: C14. fde •, `X bAi. rim 0 TY DC:SCR IPTiON SP .C. .I E k4 :fir':' z'3E scRIPTiow Er,E-c, SCRAP DECK PL. 1 3 W18 x 50 x 62'-2" SA-36 13 2 6" S/80 ERW PIPE x 8'-5" SA-536 2 18 W18 x 50 x 3'-7 3/4" (COPE)SA-36 14 4 PL. 1/2 x 9" OD SA-36 W n 3 10 W12 x 26 x 3'-7 3 4"( COPE TOP SIDE, BOTH ENDS) SA-36 15 1 DECK PL. 1 4 x 14' x 60', PLUS ENDS SA-36 W18 x 50 4 9 W12 x 26 x 3'-0 7/16"(COPE TOP SIDE, ONE END) SA-36 16 16' 2" STD. ERW PIPE SA-538 5 2 C12 x 20.7 x 60'-0" SA-36 17 3 2" STD. WELD TEE SA-234-WPB ® 6 2 C12 x 20.7 x 3'-7 3/4" (COPE TOP SIDE, BOTH ENDS) SA-36 18 2 DRAIN PAN, 10 GA. x 2' x 15' x 2" DEEP, W/ BAR GRATE C.S. d= 7 13 C12 x 20.7 x 3'-0 7/16" (COPE TOP SIDE, ONE END) SA-36 19 1 DRAIN PAN, 10 GA. x 1'-3 7/8" x 3'-4 3/8" x C.S. O 1 0' 1'-1' 8 3 C10 x 15.3 x 3'-7 3/4" SA-36 20 1 1/4" DEEP (O.S. DIM'S) W/ BAR GRATE 9 3 C10 x 15.3 x 3'-0 7/16" SA-36 21 .ys4sfItl`,3' 10 7 C8 x 11.5 x 3'-0 7/16" (COPE TOP SIDE, ONE END) SA-36 22 11 1 C4 x 5.4 x 3'-11 1/2"" (COPE TOP SIDE, BOTH ENDS) SA-36 23 12 2 L2 x 2 x 1/4 x 15'-0" SA-36 24 4'-0' 8'-0' 12'-0' 16'-0' 20'-0' 24'-0' 28'-0' 32'-0' 36'-0'40'-0' 44'-0' 48'-0' 52'-0' 56'-0' 60'-0' id I I I 42'-3' I 1'-0' A J� ¢� �� w I I l I I Q5 I I CM2 I I I I II I N_a ! I �~ I I I I I I I I TYP1 I I I I 1 �^^w^ � _ � • LU; fU O (U _ Q (U O O AI as I E4 (U (U LU O tU o i U U Q w 3 3 3 3 3 3 3 ICU O W 18 -. € i CO cp © i I 3 © © d © -+ 3 II C4 I © i CO (U 0� 1 i 1 o N. o 3 3 © € al 3 3' 3€ 3 3 3 3 © �; F © LI 1 ........... L2 O © © eI _ vi 3 © 3 3 3 I 3 �: rs _:. ' - a :,_.�,::r a: .:O r..........=_,...._ p`--�. y. ` > , a' I m a I 5 cu o0 ; 0 I I i W1 -- - - ::x:_ ..... :.:. �.. _ .:..._... - -- b - - -1.- 1 ^". a 7• I 1 I N ® w C12 ® DRA 2' M 7, ......, A15'-0' w= 27'_6• DRAIN PANS 42'-6' J F._.___.___..__ Q TDP OF DECK PL C!' �r ` lismaisamir -iW18 M ©© eba�c a Giro Ip S°03 rft • 60'-0' S'gt LI0 SEC„ $03 SIKAAL 63462'-8' ❑AL ALTit ....................................................... THIS DRAWING tS THE PROPERTY OF POWER SERVICE WYOMING, U CUSTOMER POWER ENCANA .:!:5 SERVICE, INC. CASPER, WYOMING, USA ,,, STRUCTURAL STEEL DETAILS •' `:5 (307)472-7722 a r. 1. ALL WELDS SHALL BE 1/4" CONTINUOUS FILLET WELDS, UNLESS NOTED. o vi 1/05 PAH FOR CONSTRUCTION TAI rc ENCANA-lot EQUIPMENT LAYOUT AL DMM BY CHK'0 BY APP•D 8Y ENCMIEERR GATE 0111E SCALE: SHEET: OL10TE NO.DMG. R0. REV :°_r•'ioNe S...^�t:r7U1.i: n - ;1':':,•.',^, iiRA r�I:�i., S,/:�PE:1, MH TM TC - 8/10/05 N.T.S. 1 of 1 - �- ENCANA-STL1 O 17 •111111111111/F GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSILILE roR ALL WEANS AND METHODS OF CONSTRUC7ION INCLUDING. FUT NOT UMiTED TO SHORING, BRACING, SLOPE STABIUTY AND TEMPORARY EXCAVATION. 2. THE CONTRACTCR IS RESPONSIBLE FOR MAKING HIS OWN DEIERMINAHON AS 10 'IHE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. DESIGN DATA LIMP TY WEIQ-IT - 47.000 lb REF. wATERFLOOD SERVICES D'AC. 1130-3-10 SNOW LOAD 40 pilaf WIND LOAD 90 MPH (O 30 HEIGHT) EW Witt 8 ASSUMED ALLOWABLE BEARING PRESSURE 1500 pat SPEOFIC $011. PRERTIES SHALL BE VERIFIED BY THE SOILS ENGINEER UPON F`XC.AVAT N AND PRIOR TO FCl1+NDATION PLACEMENT. ThE CONTRACTOR STALL REVIEW THE SOILS REPORT AND FOLLOW ALL RECOmmENDATCINS 'THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL REOC I ENDATIONS IN THE SGILS REPORT Wil. BE IMPLEMENTED. CONCRETE NOTES CONCRETE HAS BEEN DESIGNED AND SHALL- BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF AMERICAN CONCRETE INSTITU E BUILD NG CODE, ACS 318 ANO SPECIFICATIONS FOR STRUCTURAL CONCRETE FCR BUILDINGS, ACI 301. PROVi0E HOT OR COLD WEATHER PROTECTION PER AO 305 AND 308. MINIMUM STRENGTH: Fac a 3500 PSI AT 28 DAYS SLUM": 4" t 1" NO MATER Sh ALL BE ACtDECi ON SITE. AIR ENTRAINMENT 4% TO 7% FLY ASH 1576 MAXIMUM CEMENT SHALL BE PER ASTM 0150. TYPE R. Low ALKALI. MIX DESIGNS: SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WE& PFBOR TO FIRST CONCRETE DELIVERY. MAXIMUM WATER/CEMENT RATIO: 'W/C 3 .45 AGGREGATE: PER ASTM C33. MAXIMUM 1`. NO ADMIXTURES CONTANING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. CONCRETE TO BE MIXOD PER ASTM C94 MAXIMUM TEMPERATURE IN MIXES: 90 DEGREES F. ALL EXPC36E.D CONCRETE CORNERS SHALL BE CHAMFERED 3/4" FBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE W. ALL REBAR BENDS TO BE MADE COLD. CONCRETE PROTECTION: SLABS AND WALLS NOT IX:POSED TO EARTH OR WEATHER ..,,...V CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS .......3i CONCRETE EKPOSED TO WEATHER AFTER FORMING: #6 REQAR AND LARGER 2" CLEAR #5 RF.BAR AND S4AAl1. ER ....,1 1 f r CLEAR REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALUC CHAIRS, OR ANOTHER METHCO APPROVED BY THE ENGINEER. THE MihiMUM LAP SPLICE LENGTH FOR REINFORCING STEEL SHALL BE: 406 7 5 10 1 1 -B" � 0" -4. $ -5• � 0" 1 3" S1-0" -11" ANCHOR BOLT MATERIAL SHALL BE PER PLANS. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OANER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND 78 DAYS MINDER TESTS. COMPLY WITH ASTM C143. 0173, C31 AND C39. A TEST SHALL BE PERFORMED EACH DAY AND FOR EA 150 CUBIC YARDS OF CONCRETE. ANcHoR Ban SHALL BE /ACCURATELY PLACE USING A TEMPLATE OR OTHER MEANS AND SHALL BE ADEQUATELY TIED TO PREVENT MOVEMENT DURING THE POUR. NO STABBING OF BOLTS ALLOWED HIGH STRENGTH. NON -SHRINK GROUT 'SHALL BE MASTERFLOW 928 OR APPROVED EQUAL. REFERENCE DATE 1-26-06 CONSTRUCTION ENCANAs �aao av7 EtiaNEERtea 710 Cooper Ave, Suite 200 GLENw000 SPRINGS, CO X31601 (970) 945--1006 ENCANA GATHERING SERVICES, INC, 326 ?MB WELLPAD Designer CIle*er ESP SKID PACKAGE FOUNDATION GENERAL NOTES J.L.C. No. 2623-01 -7 L.x.� Drawing Number Si of 3 D VERIFY ORIENTATION, ESP SKID PACKAGE FOUNDATION PLAN Vir% 44.-6 n NOTES: 1. SEE DING. S1 OF 3 FOR GENERAL NOTES. 00) 3/4"0 A.B. SEE D TL. 2/S3 - SKID/BUILDING OUTLINE x 13'—C PLAN - ._ " SKID PACKAgg, FOUNDATION SCALE; 3/16` a a 111. CO04 ISCalltEfilNO, INC. 710 Cir Ave. Suite 200 CLE MM000 SPRINGS, CA $ l 641 (970) 945--1006 oddo ENCANL DA' R RENCE 1-26-06 CONS tRUC ENCANA GATHERING SERVICES, INC. J243 NWB WELLPAD Detorer Chet -mar l K.A. Growing Nurrther S2_ o Pro'`_ t N 2623-01 IC 'VERIFY ELEVATION f T.O.CONC. EL Xi- XX" 0 nc CL a git (4) #5 EA. FACE FINISHED GRADE #5 OVN..S.--- 0 12" o. c, EA. FACE #5 0 12" 0.c. SECTION A -A► SCALE. 1/2" ;- 11"0. T.O.C. 24- STRUCTURAL FILL vet/ 144IRAFI GEOL.ON HP370 FABRIC UH APPROVED EQUAL VERIFY W/ SOLS ENGINEER 3/4"0 A36 THR'd ROO w/ (2} NUTS & WASHERS DETAIL 2 SCALE: N. T. S. TACK W16 SKID BEAM 5 Via" 1/2" HOLD DOWN SEE DTL. 3/4"0 A.B. SEE DTI. 2 DA 5'4" 4 X•" 1/2" R Ci_ 13, CO HOLE HOLD DOWN PLAIE eat STM AS REVD D IL_1 SCALE: N.T.S. NOTES: 1. SEE DWG. S1 OF 3 FOR GENERAL NC TES. ENCANAs rig-) 0000 ENOIhEERNQ INC. 710 Cooper Ave, Suite 200 GLENMfOOD SPR MS. CO 8' 641 (970) 945-1006 ENCANA GATHERING SERVICES, C. J26 NWB WELLPAD COtISTRUC ESP SKID PACKAGE FOUNDATION SECTIONS & DETAILS nor .i.t.C. LICK nc Number °Jett No S3 of 2623-01 LEGEND EQUIPMENT // ACCESSORIES QTY DESCRIPTION 1 1 1 1 2 1 1 1 1 1 1 INJECTION PUMP PKG: WOOD GROUP ESP, TE -1500, 112 STAGE INJ. PUMP MOTOR: 150 HP, 3570 RPM, 460/60/3, TEFC, FRAME: 445TS CHARGE PUMP: FLOWSERVE DURCO MARKIII 1 K1.5x1-62RV W/ CPLG GUARD CHARGE PUMP MTR: USEM, 7.5 HP, 3550 RPM, TEFC, 460/230/60/3, FRAME: 213T FILTER VESSELS: FSI MOD. FSPN-1000-4-316 SS MOTOR STARTER: VECTOR VCS 1600 START, SOFT 150 VSD, 460/60/3 WALKOVER: STRUCTURAL STEEL 3—RUNNER SKID BUILDING: 14' W x 60' L x 10' H, GABLE—STYLE ROOF DRAIN SUMP: AOP/FLOAT PUMP AIR COMPRESSOR/DRYER vi w J Q _J MK QTY DESCRIFT'ON ACT -01 1 ACTUATOR: VALVCON MOD. LVWX600KN115A CKV-01 1 CHOKE VALVE: SUPPLIED BUY CUSTOMER FM -01 1 FLOWMETER: EDD 2" x 2" RTJ, 2500 PSI / 40-400 GPM PI -01 1 PRESSURE INDICATOR PSV -01 1 RELIEF VALVE: BAIRD 2" MOD. 782-7801, SET @ 3300 PSIG RCV-01 1 RECIRCULATION VALVE: SUPPLIED BY CUSTOMER BCV -01 1 BALL/CHECK VALVE: FMC CS, 3" S/160 BUTT—WELD, 5000# W.P. VBF-01 6 BUTTERFLY VALVE: 4" WAFER—STYLE BODY, CS WCV-01 2 CHECK VALVE, BALON 4" WAFER—STYLE, CS 60'-0" 14'-0" Q J Q 7' i,) ❑UT00# LET RF �, 3' 25 6' x 7' DOOR 4)% citsa --- — BACK TO SUCTION 3' x 3' SLIDING WINDOW REMOVABLE WALL SECTION FOR INJECTION PUMP 0 42'-3" o_1 1-6 ��W 41" _—..%11 :7 /11Z1ZZ// ZZ.1/�" Z ZZ.ZZ ZZZ/Z "'�111�1�G 1' _ �1Z1 ZZZ ZZ%27 • DRSPOP–OOOLUT Li Er L� 16'-6" REF. Z%%�lZl/Z7/274__ RELIEF VALVE PIPING -2' I 6' x 7' DOOR (`7 T._/,%Z 7S77/' - -------------------- 1/40 18'-0' SPL 1 SPL 3 6' S/40 I X 3' x 3' SLIDING WINDOW 6' 4 TYP.x 2 c of o; of 4 W7,27> r� 7/77%7SSV PLAN VIEW 444 �:I AN iff 3'-6' DRAIN SUMP i// / /j /;'//Z/ Z/%2/jZ/ 7% I Q I I I 8'-0' 3' x 3' I PLEXIGLASS WINDOW I i Ckbte I Z -1;C• o yac DRAIN SUMP HA CH 0 ---- ---- -- -- ---------rN 45'-0' 3' x 3' SLIDING WINDOW — CONTROL ROOM ✓ ELECTRICAL 77I'ffr//�772/'l;'/ ', / 51'-0" 6' x 7' DOOR 6" REF. I (440 Mil (at 4 6,4-TCtfit j Sr -c. /Cb$ v/ / AIR COMPR./ `� DRYER Rh-t-catcak 164 gait Sr/Mt 0 co r r y •a 0 w_. THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. 372'—D1 SPOOL 4 C–S1 SPOOL 3 4'–D1 SPOOL 2 a'—s1 SPOOL 1 0 1/25/06 MH FOR CONSTRUCTION TM TC EN–BLDG-14-60-2 BUILDING STEEL DETAILS A 1/11/06 MH FOR APPROVAL TM TC ENCANA-5112 INJ. SKID STEEL DETAILS DATE �SPowEx SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CUSTOIER ENCANA BENZEL #1 – B36 PAD iNJELION SKID EQUIPMENT LAYOUT 74'-n" i4% x FO' -0" 1 LUIS u v SCNEDULt CNN BY MH CHKD BY TM APP'D BY TC DIMWIT DAME OWN. 1/05/06 SCALE N.T.S. SHEET: 1 of 3 P.O. N0. MT103 DWG. N0. D-- ENCANA—L02 REV./