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HomeMy WebLinkAboutPlansA c. H PLANT NORTH / E m.„••• B„ , E ETENE 1 l/ .1/ „ Ex), lo — 1111. • 7. E E•i - >: 3 E 21, r / vi. ,-/ 1 ) EEE- KLELE"3„..„.".E•33))3E),-;- , I , I ' / / ' / $t, E/3/ 1 1/... APPROVEu SUBJECT TD NOTED EXCEPTIONS & INSPECTIONV GARFIELDECQUNTYE BUILDING DIEEE'AREcyliVr t;oate J_L-2W‘ MEL,tcopy O PISPECTPN WITHOLIt PLANS giNt 30, , • • -ar2e " LEE, 3'" •c'; ) „ 3.:31 '„ 'Es.4),E11.,•"„),333,;„: „. t / , 0o4.7 -IAA -L.3 a 2003 .z-Bc;°-/t, Z"--friet z -Re rpc.. A MEHRA GENT APPROML 04/17/06 845 0.0,0'110X REFERENCE DRAWINGS 78 .81”101.1 REVISIONS REVISIONS PIPING V4030" WIC MRL 04/17/06 ENCANA„. EnCana Oil & Gas (USA) Inc. PARACHUTE, COLORADO TITLE PROJECTNO. LKS 04/17/06 CY10041.1 Samuel ngneerng, Ic. M-01,411 SONEa-I, Ph000, 300.714.4040 tre Zr,7111raniZai.0f1T1rg 1314 ENCANA OIL & GAS (USA) INC. WATER SYSTEMS PROJECT #556570 OVERALL SITE PLAN 5074-01 °RATTING NUMBER P4028 A B. D • E. 2 3 wort NORTH L =I —on RECLAIM WATER TRANSFER PUMPS BUILDING 00.1 (FIE10 VERIFY) F/F DISCHARGE OF OUTLET PPE 6.1438614145 ...I [245596390 (DUD ARIA) SUCTION OF OWLET PIPE 6.04366141.35 [2456032,82 SURGE WATER POND A ISSUED FOR CLIENT APPROVAL 0400700 000 0 710 REFERENCE DRAWINGS a a.." in. PIPING .ws. 3/16"-1'A" OEM.m. MRL 04/17/06 ENCANA. Encana 0118, Gas (USA) Inc. 'OCA...1 PARACHUTE. COLORADO TITLE PROJECT NO. 04/17/06 Samuel Engineering, Inc. a 4044v IOo:C0 000/1x330+2 F."4° ai3.7144448, 000 ENCANA 011. & GAS (USA) INC. WATER SYSTEMS PROJECT 4656570 SITE PLAN. •RECLAIM WATER TRANSFER PUMPS 5074-01 DRAWING NUMBER P -102A A 2 3 4 O NP 7/OUT STEEL O i and Secondary y d Secondary Framing The building sM1 ll 6 94 Thiene. purlin ond girl tpe construction - Rigid frame sholl hove constant depth columns end tapered rafters Primary structural framing members shall be fabricated from structural photos and shapes. The 'AISC Specifications for the Design, Fabrication Erection Structural Steel for Buildings' W� E d" Y 26'-3' <' - and of relating to design requirements o d allowable stresses shall be utilized in the rigid frame design Secondary structural framing members (studios, girls, etc.) shall bo fobricated from coltl-formed material, $ IJP -II" OUT/WT STEEL 13'-0' Srry structionsural mr the Odesiof Cold -Formed Steel 5Iruetord Members' 57700 be utilized for The secondoemberdesign Design Lood Criterio The following loads have been considered !n the building design: - The dead load of structural materials which form a of the completed structure LOW BIDE OFinish all permanent port - Roof live load of 40 P5F - Wlnd velocity of 60 MPH. Exposure "C', Importance Foctor - 1.0 - Primary structural members to support additional 1 kip verticol load Opplie4 0 any location - Combinations applied as recommended by UBC of Primary and Secondary Members All primary structural steel members shoal be hood -1001 cleaned in accordance with SSPC SP -2 and shoal receive one shop coot of standard red oxide primer. O W 10 \ o 'n 'JT(' O All secondary structural steel members shall be roll formed from con material with a factory -applied. baked -on red oxide primer, Paneling The exterior roof pencil shall 2 -profile, rolled from 24 gouge coil molerlal, hO 1W n 01 - TeFinish shall b0 silicone ped oover mame substrate - The color shall be selected from the manufacturer's slondord color Gnarl ton The exterior wall panels shall be R -profile, rolled from 24 gouge coil moterlol - Finish shall be silicone polyester over Colvalume substrate - The color shall be seeded Irom the manufacturers slandord color chart BOE q9 codmlemenl td) carbon els./ self -drilling fasteners a withloose steo and econdoe washers, ember Painted to complement adjacent panels, shall be used to attach IncIM1panels to the sac dory members. © h h ((�� © Tom Exterior trim and flashing obe terrlfrom 2gauge coil material. - Finish shollspolyester over be silicone aura Galva!ume subsirtlfe - The color shall be selected from the monulocturei s standard color cbort Insulation The roof shall bo insulated with 6" thick, 0.75 PCF density, R-19, vinyl faced fiberglass. The walls shall be insulated with 4" thick, 0.75 PCF density, R-13, vinyl faced fbergloss. General Notes w �j tai L 0 Ue4 Closed cell, pre -formed strips having 0 profile matching the panel configuration moll be provided of the cave, rakekeand ridge. ACCESSORIES DoersA OA Two (2) 6'-0" x 7'-0' insulated stem personnel door with. al in 1 m O �q 3 - 3 pair Steel template hinges with best lack set - 16 gauge - Panic ha dwore, flush mounted - GONG H % - Weatherstripping - at !"v B o- O 4�j . Door sh - Door shall be painted with manufacturer's standard factory -applied primer - Finish point, if required, shall be by °then - To fl a 0-4" x T-2' framed opening. Q One (1) 3-0 x Y-einsulated steel personnel door with - 3 Par steel template hinges with best tock set - 16 gauge © P LOW BOE 1 � ry © - Poole 1o dwore, flush mounted - Closer - Weatherstripping - Threshold - Door shall be palmed with monumcturers slondom factory -applied primer - Finish paint, if required shall be by others FLOOR PLAN - To fit a 3'-4" x Y-2" framed opening. Ventilation 4ealI0IILIIIS Wall ted Supply Louver: 0 (1) United Snorted) Mod I AFL -0-6, 48 W 1 72" H x 6.20" D. adjustable drainoble blade with the following: Ad tab/ bl blades 606315 t ol d 0,081 II thickness positioned on 0 37' ongled spaced opproximately 464" center-to-cent 8ttype1 (undersized t fit 1 d opening).620 6063T3 extruded aluminum SIC ®® ti5 so h 0125 ell Ii kn(55: downspouts d lg I Provided Dain gutter In each blade minimizes waterd between IN d �_�/Fv �.1 �E.E Primary Structural Member: Standard Red Oxide Primer Secondary Structurol Members: Factory -Applied, Baked -On Red Oxide Primer Roof Ponels: Saddle Ton Wall Panels: Saddle TanWolf high EOve Trim: Saddle Ton Rake Trim: Saddle Ten Cutters: Saddle Tan Downspouts: Saddle Ton Exterior Wall Trim: Saddle Ton Louvers (exterior surioce only)'. Saddle Ton - 1/2" x 1/2mesh alumnu lord screen rear -mounted removable frame - Angle mounting Clips for field Installation an 24" enters - - 54X.uF aal ¢ ndCOquadrent louver actuator - Bolted- Lrs w!Ile rav!de o ta07 12.96 f12 oexee ars0 pow polyester cooting to match terlor heeling color - To ft a 4'-0 1/4" 1 6'-0 I/4' !named opening. Mounted Electric Unit Heater: O One (I) Chromalox Model LUH-15-43-30-47-1, 15 kW wall -mounted electric unit heater with the following: - Svitoble for operation an 480/3/60 volts power, 19 Props 1 - i5 kWC Uheating capacity - 27CFM airdeliveryondn a ' heighure rise - 27' sla throw based of a erg mountingheight - Adjustable horizontal discharge bracket louver - YAM205-2 wall mounting tsitc - SOS -2 power witch net switch briery Inslolled tan 80/12 factory ermostl - SummerLUH-TK-1 - 51195 OI heoli09 1/80/120 -volt thermostat, for remote held Installotlan - 51195 BTUM healing output Personnel Doors: Manufacturers Stondard Factory -Applied Primer Finish point. If required, shall be by others NOTE: BUILDING IS BEING FA9RICATED IN ACCORDANCE WITH THE ATTACHED 065141605. ANY CHANCES TO THESE DRAWINGS CAN RESULT M EXTRA CHARGES AND POSSIBLE CHANGES IN DELIVERY DATES, Fromed Openings O Two (2) 1'-2" x 1'-2" framed opening for 10" diameter pipe. Miscellaneous OThirteen (13) Snow Jos THIS DRAWING IS PROPERTY FLOOR PLAN, SPECIFICATIONS, ACCES°RIES & COLORS xANOARo INDUSTRIAL STRUCTURES STANDARD INDUSTRIAL STRUCTURES RECLAIM WATER PUMPHOUSE BUILDING CORPORATOR HOUSTON.RPOR TEXAS. CORP. ENCANA OIL & GAS �usA� INC. 8 oM a lowed win the undeartoixf bed CORPORATION mole Korea lie Utv PARACHUTE, COLORADO (MIDDLE FORK COM RESSOR 5 AVON) RE -ISSUED FOR APPROVAL: LEAN-TO AND DOOR ADDED JC 09/21/06 VR t wYIKK w NON or owedved or used HOUSTON. TEXAS "TSCA SCALE DRAWN CHECKED APPWO. FILE No. SHEET No. JOB No. REV. iB . A ISSUED FOR APPROVAL iP 03/21/06 VR for wY puryom other than for NT d 3(8" = Y TP VR 2200-01A1 A7 OF 6 2200-01 0 c rv0. RENSIorvs BY DAT: cxn0. f0S 01glnrvy gtended. 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 DA1Es 03/14/06 03/21/06 O Cl'') O < O TP lIII_I RIM 11 h' m II. W �..) ■ W 11 11 C/117. o FLOOR es N tOP OF CURB EL. i00 —B" O O • F0'. FLOOR TOP OF CURD EL 100-6" • O S, NORTH ELEVATION • AT COLUMN LINE "2" e NORTH ELEVATION AT COLUMN LINE "1" O ? D TYP O m m m LI ! I, ® m m GFIN FLOOR EL 100"-0" q_ + IOP OF ".—C 619 EL 100'—B" _ 4.. To SOUTH ELEVATION AT COLUMN LINE "3" iH15 DRAWING 5 PROPERtt OF ELEVATIONS srTHZ RD INDUS TRW. 5IRUCRIRES STANDARD INDUSTRIAL STRUCTURES RECLAIM WATER PUMPHOUSE BUILDING CORPORATION HOUSTON, TEXAS. BIBCORP ENCANA OIL & GAS (USA) INC. 8 0 ISSUED FOR CONSTRUCTION JC 09/21/06 RY end is loosed Ut ' Us dUwt CORPORATION •��b" AAS � PARACHUTE, COLORADO (MIDDLE FORK COMPRESSOR AVON) B RE—ISSUED FOR APPROVAL; LEAN—TO ADDED ME 08/16/06 VR ld9Of U •3enet be cop9paduco ed or d used or HOUBTON, TOMB SCALE DRAWN CHECXEO APPR'D. FlLE No. SNEfT No. JOB No. REV. A ISSUED FOR APPROVAL IP 03/21/06 VR Se any prvTc ether DM 1(4 ORD 9 WESTHOLLOW DRIVE, TX. 77082 531-2800 3/iii l' 2200-01A2 A2 OF 2200-01 0 NO. REWD9NS BY DATE cHK9. w' odmnmy I 1 t)" 2665 HOUSTON, (281) DATES os/1aJD6 o3/v/D6 12 O 12 3 c12147441,411p Arq 11 TRIM HIGH EAVE /)/E ROOF PANEL 61 iit. jj{� __. PLATE 12GA K 8" X P-0 SHOP Y.ELDEO j(' e 3/8"0 x 1 1/4 A307 AVE STRUT e MACHINE BOLT (TM) FIELD DRILL HOLES ij i! ti SWIVEL BOLT PERMITS HEATER TO BE ROTATED TO FACE DESIRED DIRECTION �� SUPPORT JAMB O 0 MOUNTING BRACKET 1 1 FIELD LOCATED O 0 O UNIT HEATER '"' WALL PANEL MRN OF CURB 11.111111111111 ' c GFM, FLOOR 11111111111111111 In x/ EC 100' 0" 1111111111111111/ _ DE BOLT LE FIELD DRILL HOLES FIELD GIRT WEST ELEVATION AT COLUMN LINE "A" ca SECTION A T HEA TER UNIT OMR/LAWN OMITTED FOR CLARIFY) (SCALE: 11/2" = I') 2 12 3 12 ' 1 x z w to" I `m i o o 0 2 m IOP OF CURD IOP OF CURB FOE FLOOR FIN FLOOR EL !00'-G" 0 _.I� £C. 100•_0. EL 00'-0" y.._5-- 0. 4 * EAST ELEVATION AT COLUMN LINE "A.5" EAST ELEVATION AT tzq. COLUM LINE "S" STMIANDUm Uli DUST2VIR° STANDARD INDUSTRIAL STRUCTURESRECLAIM $ CORPORATOR WATELEPATIONS SE BUILDING HOUSTON. TEXAS. SIS CORP ENCANA OIL & GAS (USA) INC. 8 0 ISSUED FOR CONSTRUCTION IC 09/21/06 RY M Tr loaned Nlh the It/detail74lc that CORPORATION RLM F"u PARACHUTE, COLORADO (MIDDLE FORK COMPRESSOR STATION) 6 RE -ISSUED FOR APPROVAL JC 08/16/06 VR R a M be co* w rbPStal a u»1 O.flT ygl,pEQy TEXAS SCALE DRAWN CHECKED APPR'D. FILE No. SHEET NO. JOB No. REV. A ISSUE0 FOR APPROVAL TP 03/21/06 VR Ta TDY PAVAN' AN $07 for "AAE 3/8" 1 ' TP VR sNO REVISIONS BY DAIS aim."' p10"'q'nM"d'c 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 DATES 03(14/06 03/21/062200-01A3 A3 Of 2200-01 0 SECONDARY FRAMING SECONDARY FRAMING AT SINGLE SLOPE PURLINS: ALL BAYS: 1023 1/2x12GA - SIMPLE SPAN W/ (3) ROWS OF UPLIFT STRAPS AT 1/4 POINTS. SIDEWALL ORMSOMALI.GIRTS: ALL BAYS: 823 1/2x12GA - SIMPLE SPAN ENDWALL GIRTS ALL BAYS: 822 1/281608 - FLUSH AT LEAN-TO PURUNS: ALL BAYS: 1022 1/281408 - SIMPLE SPAN W/ (2) ROWS OF UPLIFT STRAPS AT 1/3 POINTS. ALL BAYS: 822 1/281604 - SIMPLE SPAN ENDWA17. GCE ALL 8875: 822 PURLIN UPLIFT STRAP (i) MEMBER SCREW AVE STRUT 0 EACH L00ABON EAVE STRUTS: 10E5x120A ME STRUTS Sx1404 UPLIFT STRAP DETAIL SCALE: 1 - 1 -0 FLANGE BRACES: L2x2x1/8 NOTE 'HIGH STRENGTH BOLTS ARE i0 BE tIGH1ENED BY lnE TURN -OP -NUT METHOD AS DESCRIBED 8Y THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AS ENDORSED 8T THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION" M] M STRENGTH BOLTS ARE TO BE TIGHTENED BY THE TURN -OF -NUT ETROD AS DESCRIBED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 8OR DOLTS A5 ENDORSED BY ME AMERICAN INSTITUTE OF STEEL CONSINTRTR UCTION" Q II 12 7'-3 3/4" 9 1 q' 2'_Z 3/4'. 9 ----A-- W8x10 RAFTER AT COL tlNE A' -�-� o 8/18 J -p 1'-9 S/1G" ao -- -._.T T- o ■� , a� -Ica Ls. \ n w Wfix10 w^ A. A. e 0 O '^ NOTE FLANGE BRACES AT ONE 3 3 ID 0 SIDE OF THE FRAME ONLY W --I W W w o W ' 'G b 5 � l ^ $ n W rv1 1 Q q 3 b b ' N 1 � ti k w ¢ W U O T 2 � 2 G M O b b TOP 1pof0'-6 cuR8 (TYP) EG T I �RN. FLOOR (TIP) EL. 100'-0 1 ^ \ 0 ,•_-IY•-- I^^ 8 1/4" V 8 1/8" 8 • 1/8" 8 1/4' 2" 0AP 7 7/8' 7 7/8" 8 1/4' 17'-3' OUT/OUT siva 7c-1" OUT/OUT STEEL CROSS SECTION AT COL. LINE "A.5" CROSS SECTION AT COL. LINE "A" & "B" (LOOKING WEST) (LOOKING WEST) THIS DRAWING IS PROPERTY OF CROSS SECTIONS STANDARD INDUSTRVL STRUCTURES STANDARD INDUSTRIAL STRUCTURES RECLAIM WATER PUMPHOUSE BUILDING CORPORATION HOUSTON.OR Tons. SiS CORP ENCANA OIL & GAS�USINC. 8 0 ISSUED FOR CONSTRUCTION J0 09/21/06 RY Ed is boned with the widen -WI" that CORPORATION SIRCUIDI NI PARACHUTE, COLORADO (MIDDLE FORK COM RESSO9 1 5 MON) RE -ISSUED FOR APPROVAL JC 08/16/06 VR Fnet M 4 ntoWol cc rtpmEouor used ed t HOUB1104 •2X80 SCALE DRAWN CHECKED APPR'O. FlLE No. SHEET No. J00 Nex REV. ISSUED FOR APPROVAL TP 03/21/06 VR br "p %rem AK Wen fa "luau 9 TX. 77082 142Ates /14/06: 2200-0184 A4 OF 2200-01 0 NO retnslons By DATE CHEW onti"NY 'Raided'2665 WESTHOLLOW DRIVE, HOUSTON, (281) 531-2800 _ o o3/zt/06 OUTSIDE CLOSURE w/ mIM SCREW MEMBER SCREW AT 6" 0/C ROPE SEAL RECO PEAK PANEL. TOP 4 BOTTOM MEMBER SCREW ROPE SEAL E A VE M ROOF PANEL MEMBER SCREW IRI1111111.115"7 ROOF PANEL -_ .. .... ;.-.♦•.� INSIDE CLOSURE � ROPE SEAL RUTS/ ROOF PANEL �••.. ,, TOP Se BOTTOM .,. / .......-. I ♦� F ` ♦. CPP TRIM y♦♦,♦-♦����':♦1, .. _'♦♦�.'�♦, , ♦' V�'..SNOJA% ',.. `'`�M 4R 0/CAPFr'UTSIDE A,i 1�♦♦♦♦, ��e♦♦,'1 '♦�♦�♦i, ,i♦i1.�� ;jj'' ' ,+�♦` �♦:♦♦'�_ ryppry�oI + .. TRIM scREw IM 'I♦T♦���ii �1�'♦t '�04 �A♦1♦^, 1 GUTTER •� �,.' 6 H ._,J �1 •. 4' I4101, BACKED 6 VINYL BACKED FIBERGLASS INSULA11ON FIBERGLASS INSULATION�� •. �. 6" VINYL BACKED FIBERGLASS INSULATION �. .� m4 zoo . n. es ir, 4' NNIl BACKED FIBERGLASS INSULAl10N 6" mNri BACKED FIBERGLASS INSULATION •. •� A-11111 ALL PANEL J WALL PANEL .• w,.w P186608855 INSULATION P186604' LASSN SBACKE OLATION �. 0411 .. w, w� F4" VINYL IBERGLASS •. �. w, SCREW SCHEDULE EXTSPIOP MEMSEW SCREWS: .� WAIL PANEL �� �. .4 :ir O. 1 EAVE AND PEAK MEMBERS AT ROOF AND WALL MEMBERS AT 16" 0/C C. FRAMED OPENINGS MEMBERS AT t2" 0/0. r �• ' s• ' �. II . 7 �� ' eTTCH SCREWS: T 51DELAP9 AT 18' 0/0. MEMBER SCREW MEMBER SCREW '1 0' •• 4 ERECTOR NOTE: •� •• •.ALL • E INSULATION SHBE INSTALLED WITH WM TOWARDS INSIDE OF BUILDING. DOUBLE SIDED TAPE SHALL BE USED AT SILL, RAKE, EAVE AND AROUND FRAMED OPENINGS FOR PROPER INSULATION INSTALLATION. �• .4, �111; 1 �• . lig lir �YOP 100'-6 OF CUR,e (rw) L e AMA') a. e a . d. u da' a d j a e y �. .A a. '. a .. a e, e . d a .. 'd d _ e; a... n .. 4 SECTION AT SIDEWALL W/ LEAN-TO FIELD BRILL 5/116'0 HOLES H TOUGH BASE MEMBER AT 5'-0't ON CENTER FOR 1/4"0 DRIVE PINS, d 4a d a a. a. 4 d' ..? a .. a •.4 '. 4 .........SECTION AT SINGLE SLOPE 36" COVERAGE S "R" PANEL PROFILE R THIS DRAWING IS PROPERTY OF SECTIONS STANDARD 16 0 0906 88 STRUCTURES STANDARD INDUSTRIAL STRUCTURES RECLAIM WATER PUMPHOUSE BUILDING CORPORATION HOUSTON. TEXAS. SIC CORP ENCANA OIL & GAS (USA? INC. 8 0 ISSUED FOR CONSTRUCTION JC 09/21/06 RY 6,A v lowed with IR EidESE ig EE C 0 RP 0 RATI O N rtwIw FRN wtufo >� PARACHUTE. COLORADO (MIDDLE FORK COMPRESSOR 5 ATION) B RE -SUBMITTED APROVAL RY 08/16/06 VR It wR 110106806 belwvGttda used HOUSTON. TEXAS 50986 DRAWN CHECKED 96860. FILE Ne. SHEET No. JOB ND. REV. A ISSUED FOR APPROVAL 7 03/21/06 VR lel cM WFC WIWI men la MicA d 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 531-2800 1 1/2" = 1' TP VR 2200-0185 A5 OF 2200-01 0 No. REESIONs BY DATE OWE ^Omit, Menti (281) Dares 03/14/06 03/21/06 4" AI ROPE SEAL WALL PANEL MEMBER SCREW (T UNL. NTD.) TRIM SCREW ROOFOF PANEL AT fY O.C. RAKEANGLE RAxANA PURUN HEAD TRIM RAKE TRIM POP RIVET 14[`[`[` a„. —_-� _ — — — — FLAT TRIM CAVLK ?%L �O •� ' 1CAULK PIPE BY OTHERS TRIM �� O1 l~O) SCREW AT 12"0/C OUTSIDE POP RIVE (TYPICAL) CLOSURE SILL TRIM WALL PANMEL-- WALL PANEL / WALL PANEL rr MEMBER SCREW HEAD TRI r FLANGE BRACE FR.p NOTE • UNINSULATED HOT PIPES MAY DAMAGE SHEETING FINISH. MI CAULK DOOR FRAME SECTIONS AT HEAD PIPE FRAMED OPENING WALL PANEL MEMBER SCREW SECTION AT RAKE JAMB TRIM (INSULATION OMITTED FOR CLARITY) 'r WALL PANEL 13- CAULK DOOR FRAME MEMBER SCREW JAMB HEAD TRIM ti Illi. ME" SECTIONS AT WALK DOOR �� CLIP (INSULATION OMITTED FOR CLARITY) 1 CAULK LOUVER HEAD MEMBER SCREW II (TTP. UNL. NTD.) ENDWALL GIRT 1 ENDWALL — PANEL IO OI MEMBER SCREW, A j 1 1 S... TRIMCLIP JAMB 'i CAVI K LOUVER JAMB TRIM SCREW Ai12"OC OI ( ' CAULK LOUVER ... SHEETING CLIP.._ (...... _. _.. .... Air CORNER TRIM 9DEWALL CIRT �f1NISH FLOOR TRIM SCREW AT I2 OC. SIDEWALL PANEL SILL SECTIONS AT LOUVER FJ (INSULATION OMITTED FOR CLARITY) SECTION AT CORNER (INSULATION OMITTED FOR CLARITY) THIS DRAWINGIS PROPERTY OFSTANDARD Es STANDARD STRUCTURES INDUSTRIAL STRUCTURES SECTIONS CORPORATION RECLAIM WATER PUMPH°USE BUILDING HOUSTON, TFYA<. SIS COR ENCANA OIL & GAS PUNA INC. 0 ISSUED FOR APP OVAL JC 06/26/06 VR M b MA Betls rGeufced o BM CORPORATION aMoHDU ILW P4 aeiall PARACHUTE. COLORADO (MIDDLE FORK COM S ASTON) B _iCIJ•TCfy'IllffM RE—ISSUED FOR APPROVAL OR JC 06/16/06 VR 010* M NI not M copied or reproduced a mf 'MCA SCALE DRAWN CNECKEO APPR'D. Flt- Ia. SHEET No. JOB REV. A ISSUED FOR APPROVAL TP 03/21/06 VR TM MI WNL DIMS Ibon SK MSN it • f 1 /2" P TP VR NO. REVISIONS By DATE cnKo. "' °A9^06'm0"aN. 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 DATES 03/14/06 03/21/06 01 2200—Oi A6 A6 OF 6 2200-01 0 COLUMN REACTIONS . ANCHOR'BOLT SCHEDULE COL. LINES 3-1 SYM. QTY, DESCRIPTION THRD. PROJ. N 27-2" OUT/OUT coNCREIE _-" - $. P8 5/8"6 ANCHOR BOLTS 4" 4" 5 //T' 26'Y 5 I/2" w/ nuts pad wosners W E fa'-2" OUT/OUT CONCRETE l3'-0- n -�•-. 3 �.- 2 1 �.- 9 13'-3' 5 1/2- 5'-91/4" 6•-41/2" 2•-0I/ V V V 1 1/2 1 1/Y 11/2 COLUMNS LOAD COMBINATIONS H3 V3 H2 V2 Ht 0 NOTE' .,� ALL DEAD 1- LIVE + 1.0K-2.11 12.2 -2.11 12.3 - 2.32 SLAB MUST 8E SQUARE AND LEVEL, ANCHOR BOLTS, NUTS, WASHERS, SHIMS, GROUT AND ANY OTHER EMBEDDED 110,15 TO BE BY OTHERS. (F ., ,S.-DCAD +WIND LEFT -4.42 -3,97-2.62 -1.42 -1.5 O.OG SIZE ASE CONFIRM ANCHOR BOLTS ARRIVE WITH MATCHING NUTS AND WASHERSPLEASE LOW et0 - DEAD + W1Np RIGHT `Z 3.49 0.36 4.93 -4.70 2.0 0.36 i� + 1,08 0.34 2.7 -0.34 2]5 - 066 BOLT MEMBER TO BE ANCHORED 1/4"m VE PINS. 1/2 KWDEAD BOLTS SHALL BE USED TO CONNECT CT DOOR JAMBS AND 00181 9LIVE 1.]] 9.51 -1.]] 9.51 - 1.66SSCORP TE. DRIVE PINS AND WK BOLTS SUPPLIED BY ACCESSORIES TO EBY WINO LEFT S -4.62 -5.17 -2.42 -1.62 AND INS ALLEDBUILDING ERECTOR N IuY O O j WIND RIGHT `Z 3.29 -0.84 5.13 -5.95 y O 9 1/2' CURB (TIP) NOTES: i ti \ "I d n co 2. 1.�LOADS IN KIPS POSITIVE IN DIRE OF ARROWS 3.) COLUMN REAC COMPUTED FROM LIVE LOArr 40 P5F MD L*"O: 80 MPH OTHE'✓ DADS: 1.OK -GHB08 \ Gip(/[D 5 1/2I I/2 4 I h I I/2" O OUTSIDE OF \ OUTSIDE OF /CONCRETE/CONCRER U J. p ' b. n cJui m 13/16 E \13/16 9 M \ m q �• .I lc J J • et e r O Om V 4 4 ✓/ 4. 4. -/ 0 0 0 9 1/2'9 I/2 LAW is CURB CURB 9 I/2khr27 " A BASE PLATE BASE PLATE O 5/8"0 Anchor boltsFigi O 5/6'm Anchor bolts h ANCHOR BOLT SETTING PLANg. SCALE: I-1/2- = 1' SCALE.' 1-1/2- w I• NOTE: ALL. STEEL ELEVATIONS FROM - OUTSIDE OF CONCRETE N 9 1/2" CURB IHS IIS 1 1/2" 8' 8 1 1/2 8 1 p 1 11 p QD RECESS BEYOND \ ® e i id i0P Of CURB ypK M. . • FIN. FLOOR �O�__ _ • 4' ELEVATION .A. m �m OUTSIDE OF CONCRETE 1 1/2' SECTION "A" SECTION "B" BASE PLATE BASE PLATE SCALE: 1 1/2' = Y-0" SCALE, 1 1/2" - 1'-0" S 5/6"0 Anchor bolts O 1/2-Kwik bolts SCALE 1-I/2. 9 I' SCALE: 1 1/2' .' 1.-0" g srANIS OPAD 1NpWINCusTRW, IS PROPERLYsIRUC1UR[S OF STANDARD INDUSTRIAL STRUCTURES ANCHOR BOLT SETTING PLAN, REACTIONS, SECTIONS & DETAILS CORPORATOR RECLAIM WATER PUMPIIOUSE BUILDING HOUSTON, TEXAS, Ste CORP ENCANA OIL & GAS (USA) INC. 0 ISSUED FOR CONSTRUCTION 09/21/06 RY Mie boned with the tlwt CORPORATION N q=r4 >° PARACHUTE, COLORADO (MIDDLE FORK COMPRESSOR A5ON) B -IIOLIBTQy RE-ISSUED APROVAL ME ME 08/16/06 VR 4 WI net be.op� or lryooxed or wed 8758083( �^I TEXAS SCALE DRAWN CHECKED APPR'D. FlLE No. SHEET No. JOB REV. g A ISSUED FOR APPROVAL TP 03/21/06 VR for wry WN01e o1M then for 411N, R r No. e NO. RENSIONs BY DALE cHKO..oe °' °1ni°°d' 2665 WESTHOLLOW CANE, HOUSTON, TX. 77082 (281 531-2800 Vis' a DA TP 03/14/06 vR 03/21/06 2200-01 F1 97 OF 1 2200-07 0 2 3 (NEW VERIFY) MON OF CURET PIPE N.14386141.35 E.245003282 RECLAIM WATER TRANSFER PUMPS BUILDING SURGE WATER POND H 2 3 ISSUED FORWNSmUCTION A ISSUED 000CUS?MPPR0VP1 REFERENCE DRAWINGS A 6 REVISIONS d REVISIONS vco..mam PIPING wss. 3/16•4,O' mm ENCA]TA,. Encnnn 011& Css MD Ica. Loca(*. PARACHUTE, COLORADO TIRE PROJECT NO. wv« O n ' j/-ta.ac. IV ]lo C D ll]l06 nSamuel Engineering, Inc. Wo Provide Solutions �MUeTmpqCO W1818 840 en0 I ENCANA OIL & GAS (USA) INC. WATER SYSTEMS PROJECT 6556570 SITE PLAN RECLAIM WATER TRANSFER PUMPS 5074-01 DRAWING NUMBER I H P -102A u 4 2 3 D G H CONC. SLAC -''''-.S.,_-_-______::----���= — �".'�..``\�-�i-moi--- --_--' �1�---..--_,—&—.— \� \ -""moi C- ---IN `J.__ 1 I _.-va WATER a \�9s L,'� TRANSFER PUMPS V �'Mre `_ 7 BUILDING =_ c EXISTING °-" MIDDLEFORK COMPRESSOR STATION O> o -t _� Ia RECLAIM WATER TRANSFER PUMPS BUILDING SURGE WATER POND CON RO a-. G 2'9:'DPT- Nt.E BO/ 0 A REFERENCE DRAWINGS A REVISIONS ISSUED fOR CONSIRUC0ON 26000000 WENTAPPROV0.1Cprion CAIE REVISIONS °mumme., PIPING M=40'-0' 1I22.O ""' ENS. S 0sso Du& (Ss 50051las scans PARACHUTE, COLORADO 0 Samuel Engineering, Inc. 8450E Cox.208 Ss5,105 0506 :b9>14AM0 Gmmm�0O 05o� 001114010 Feu; 205704ALLN TITLE PROJECT NO. ENCANA OIL & GAS (USA) INC. WATER SYSTEMS PROJECT 8556570 OVERALL SITE PLAN G 5074-01 DRAWING NUMBER P-1028 0 3 4 4 0- 9- 0- 0- EL 5806'-0' 4 PUMPHOUSE FOUNDATION PLAN SCALE'. 3/8'=Y-0' N.P. SLAB EL 5905'-6" LL (4012 / Q12 - FACE (,TR) 1/2' E%PANS1N JOKE (IVP.) (MP.) NOTES - I, FOR GFNERM CONCRETE NOTES AND STANDARD DETAILS SEE DRAEMIG5 SC -001 194120209 50-002 FOR PROJECT N0. 4102-01. 2. COM/ROTOR MULL VERIFY MAT ALL UNDERGROUND 90009/NCAL AND 010019ON REINS FRE N PUCE PRIOR TO CONCRETE PUCEAENN 8 e EL. 580E-0' MATERIAL QUANTITIES: F001114 8.3 cy F0DENG BALL 9.9 oy FLOOR SLAB 9.0 cy ONCH0R. BOLTS 5/8AB14 28 w. REVISED POMP LOCATION 00 ISSUED FORCONSTRUC90N MCIMMOry REFERENCE DRAWINGS EY . REVISIONS s 1 c fi Ay REVISIONS,.,,_ mrmuom STRUGTUPAI 02 AS NOTED ,a0,10 D. PALING o8/8/8 E. HENDERSON alcs> D.BACON 9/NW x5'06 9/x06 ENCANA, EnCana Oil 6 Gas (USA) Inc. TITLE PROJECT Na: SE Samluel Engineering, Inc. ons 6150E Cmscrl.5b]W Phone 003714.4940 01eG0vw0 %Miami00 00111-2816 Fax 671,714.4000 ENCANA OIL 0 GAS (USA) INC. WATER SYSTEMS PROJECT !6558570 RECLAIM WATER PUMPHOUSE BUILDING FOUNDATION PLAN AND SECTIONS 507401 DRAWING 8518BER SC -106 I D E F G H 2 4 l4-2. X31-01 k 2,1/2- I Li2' 5 _ 1 I I -LP a gip P. S 1 I I�. T m r Av _p. —a. -_ _ � ' 1. I n r (N JOINT �.-'�" pLL MOUND (i W) 05. 00060 4 1P. 5108 E. 5805' 2' fi- -ill H.P. SLAB-------1- Et. 5805-611 1 n _ _--_--------- ---.- '-fOR PUMP FOUNDATIONS -r' SEE DROING SC -105 i J EL 5806'-0' 4 PUMPHOUSE FOUNDATION PLAN SCALE'. 3/8'=Y-0' N.P. SLAB EL 5905'-6" LL (4012 / Q12 - FACE (,TR) 1/2' E%PANS1N JOKE (IVP.) (MP.) NOTES - I, FOR GFNERM CONCRETE NOTES AND STANDARD DETAILS SEE DRAEMIG5 SC -001 194120209 50-002 FOR PROJECT N0. 4102-01. 2. COM/ROTOR MULL VERIFY MAT ALL UNDERGROUND 90009/NCAL AND 010019ON REINS FRE N PUCE PRIOR TO CONCRETE PUCEAENN 8 e EL. 580E-0' MATERIAL QUANTITIES: F001114 8.3 cy F0DENG BALL 9.9 oy FLOOR SLAB 9.0 cy ONCH0R. BOLTS 5/8AB14 28 w. REVISED POMP LOCATION 00 ISSUED FORCONSTRUC90N MCIMMOry REFERENCE DRAWINGS EY . REVISIONS s 1 c fi Ay REVISIONS,.,,_ mrmuom STRUGTUPAI 02 AS NOTED ,a0,10 D. PALING o8/8/8 E. HENDERSON alcs> D.BACON 9/NW x5'06 9/x06 ENCANA, EnCana Oil 6 Gas (USA) Inc. TITLE PROJECT Na: SE Samluel Engineering, Inc. ons 6150E Cmscrl.5b]W Phone 003714.4940 01eG0vw0 %Miami00 00111-2816 Fax 671,714.4000 ENCANA OIL 0 GAS (USA) INC. WATER SYSTEMS PROJECT !6558570 RECLAIM WATER PUMPHOUSE BUILDING FOUNDATION PLAN AND SECTIONS 507401 DRAWING 8518BER SC -106 I D E F G H 2 4