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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-10-13-3011 EnCana Middle Fork Water Facility Manifold Building Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 1700 PSF. 5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. 6) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 9) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 10) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/COMPLETION APPROVAL. tlrc,x,pS44<vpK '±Kq;.'c:•a.+W-Ni^�!�":.�-SC :eVG". //j/i4 ,efaJr'e0164 4 . APPROVED SUBJECT TO NOTED ` c_ EXCEPTIONS 4 INSPECTIONS O ci GARFIELD COUNTYLI BUILDIN EP NT Date .12 1_3_ By �v n LDC P L-- NO INSPECTION WITHOUT � o co THESE PLANS ON SITE G7 o CIA Page of G7 7= col m =-�L° CD To U .E -o = m -a W m :, so' 0' 80' SCALE.' 1' = 80' 2' MONO CONTOUR RN/ERVAL INFORMATION TABLE TOTAL SITE AREA: 17.76 ACRES ZONING: RESOURCE LANDS FL000 ZONE DESIGNATION: UNDETERMINED BY FEMA TOTAL AREA OF BUILDINGS 8195 SO. FT. WASTE WATER SYSTEM: PORTABLE MAINTAINED 8Y JRD PARTY VENDOR CULINARY WATER SUPPLY: POTABLE WATER FOR ON-S1TE PERSONNEL USE (PERSONAL SANITARY PURPOSES) HAULED IN BY 3RD PARTY VENDOR ESTIMATED AREA OF DISTURBANCE FOR EROSION & STORMWAIER CONTROL BERM AREAS = 0.6 ACRES GENERAL NOTES IRIS SITE UES IN THE LOWER ZONE AS DEFINED 1N THE ENCANA NORTH PARACHUTE RANCH RECLAMATION PLAN SEE RECOMMENDED SEED MIX TABLE N0. 1 NEW EROSION CONTROL & STORMWAIER BERM AREAS TO BE HYDRO -SEEDED AND HYDRO -MULCHED THERE IS A 15' 1410E EXISTING EASEMENT FOR THE 38' PICEANC£ CREEK PIPELINE AS SHOWN HEREON. TABLE -1 Recommended Seed Mix for Lower Zone DTetarbono08 5180600 1 Yalety (MUa) 1 Seeding Rote (PLS"/Ao) aaaaee Wee en xheotaae moo ,x0 roe Heade-ad-nreod Dau 1.0 Rae Mb*. #80taam Creme 2.0 16e Bale, Morass Rka.rk 20 180 8*th,.,74 Wheolgrv.s a Beard= 6Webend, P7 pnfam4 Oddo.. Mahn. a Wh8ma 1.0 W0 RNA Smbl aoben0700 0.5 160 Uta, Sweetww 2.0 160 Claw 0240.(74 0.5 Ibe Lett 7100 0.5 100 Shrubs Rubber nib:thrush 1.0 roc For -VIN 5060.4, Wino 2.0 (80 Comber Shcbs h end/or ST,ad02010 560274 /.0 roe 'Pre 1Na 50066 Total 24.5 R00 010/ 72262 AST OWNER 5[CnCN 36 Za' AL2N. CAPLS MUMS SA gW 2 EXISTING SITE PLAN -1- 592. Total Site = 17.76 Acres 'tat? 34 EMI Road d LAND OWNER: ENCANA 01 AND CAS (USA) INC. 5 SITE BOUNDARY 0228111. •rt• w� Exx C bb 2WMp If 001 TRAC[2Z. 2.02. 13 TA' orix.778 AMl of :.: Bl 002 OP Middle Fork Water Recycling Facility Hems O•ot op. Zraittitz Gerfti Coot, .0=2 3 Z .' Ou01'7 Re:/Oe 4/3:7: S!O'3,P P.: Aro Gen,077.05 n SLM,1 .lJl IU�'ed 77,1 1 /E5 No 2905.85 g1SNc 200844 i /j b� Nar43'01 LAND 0019012: ENCANA OIL AND GAS (USA) INC 24 DOI.' epsigl Nam Boundary or MF 1.50000 Yard Approved Permit (L.IPA 6385) 8x0.64 Pa! • se.....029 a 1 i 1 Crowd Mata/ ' /`WA poo0 MWWINIA NR Site ntrance sr IYM Pob MM.• LAND OWNER: LDICANA OIL AND GAS (USA) INC 7007 6/a 0.39500 5ECImn 35 1960 U5060 BRASS CAP 8E0ACB_.30 SECTION 31 SITE BOUNDARY ; I 0096. r LAND OWNER: ,y FNOATTA OIL AND CAS (USA) 002 T' 2M O� f LAND OWNER ENCANA 041 AND CAS (USA) INC. MAP LEGEND 0 - SECTON CORNER LOCATED • - STE CORNER E5S7NC COTTONWOOD TREE NOT TO BE DISTURBED 1 COUNTY REVIEW REVISIONS 2 COMBINE RECYCLING & LAYDOWN YARD 3 UPDATE EXISTING FEATURES SGT 2/5/10 PREPARED FOR: SGT 11/02/10 SGT 2/25/11 BY DATE SITE LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN LOTS 10, 13 AND 14 OF SECT1ON 30 AND LOT 3 OF SECTION 31, 155, R95W, 6th P.M., GARFIELD COUNTY, COLORADO SAID TRACT BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT 114E SOUTHWEST CORNER OF SAID SECTION 30 AND RUNNING THENCE 140024'09 491.48 FEET ALONG THE WEST UNE ]HEREOF TO THE NORTHEAST CORNER OF SECTION 38, 759, R9814; THENCE 574 57'28"E 274.61 FEET 70 114E POINT OF 8EGINNIN2 THENCE N07'43'0I'W, 60.17 FEET THENCE N00 07'35T, 299.44 FEET THENCE N08 0319'E, 629.94 FEET; THENCE S63 28'54'E 373.86 FEET; THENCE S50 20'11'., 257.03 FEET: THENCE N82. 28'11'E, 3.33.71 FEET; THENCE 511 22'48'W, 258.30 FEET; THENCE 587 01'55'14, 133.20 FEET; THENCE 500' 00'00'W. 554.26 FEET: THENCE N87'39'20'4; 10272 FEET: THENCE 58327'07'14, 324.23 FEET.; THENCE 55220'03'14, 319.42 FEET, THENCE S40T971'W, 114,38 FEET; THENCE N07'43'01',4 448.17 FEET TO THE poen' OF 0773NNING SAID TRACT CONTAINING 17.76 ACRES MORE OR LESS THE BASIS OF BEARING FOR THIS SURVEY IS 1400 24'09"E, 2640.01 FEET BETN£EN FOUND MONUMENTS AT THE NORTHEAST CORNER AND THE EAST ONE-QUARTER CORNER OF SECTION 38, 755. R96W. 6TH P.M. CERTIFICATE OF SURVEYOR L TED T. TAGGART OF FRUITA, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM N07E5 TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF NHICH ARE CORRECTLY 5140714 HEREON. DRIVING DIRECTIONS Travel Nath out or Parachute, Colorado on County Road 215 far approximately 11.1 mew to the Middle Fork Location. Source Map: U.S.G.S. Quadrangle Forked Gulch, Colorado Davis ENCANA CNCAN4 SZTE ENCANA CHEVRON USA INC. NC. Vicinity Map Scale: 1" = 2000' CTIQNQ(. 1' CITEVRON usA INC B W GUARD SHACK AT END OF COUNTY ROAD N0. 205 CHEVRON 1155 INC. M, ENCANA El JehrIA 59 W LT6s ENCANA_ EnCana Oil & Gas (USA) Inc. REFERENCES USGS QUADRANGLE: FORKED GULCH, COLORADO PREPARED BY: Wasatch Surveying Associates 906 Main 58001 Evanston, Wyoming 82930 Phone No. (387) 7894545 11117: EnCana Oil & Gas (USA) Inc. Middle Fork Water Recycling Facility Existing Site Plan Located in Section 30, T5S, R95W, 6th P.M. GARFIELD COUNTY, COLORADO DATE: 12001/10 SCALE: = 80' PROJECT NO.: 10-04-90 DRAWING NAME: Site Plan 5NEET 140. of 1 -4 l3PE.CAT1Of,E Primary and Secondary Framing The bolding shall be rigid frame, purlln and girt type conetructIon. - Rigid home shall how constont depth columns and tapered rafters Primary structural framing members shill be fabricated from structural plates and shapes. - The "RISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings' 'doting to design requirements and allowable stresses shall be utilized In the rigid frame design Secondary siruclurd framing members (purlins, girls, etc. shell be fobricoted from cold -formed 9 ) material. - The "A151 Specificotlone for the Design of Cold -Formed Steel Structural Members" shall be utilized for secondary structural member design DESIGN LOADS ACCESSORIES Crones O One (1) single girder. top running, hand -geared. 2 -ton capacity bridge crane system with: - 39'-10" span - 12'-2" hook height, minimum lift 18'-2" - Indoor operation - Hand -geared bridge with hood -geared hoist and trolley - Hand chain hoist - Maximum Runway length c 9 -- Spark resistant construction - Field crone load test shall be provided - Crane runway framing. Including runway beams, brockets, rade, and stops shall be Included Doors Vernlealan aarlahxled Wall Mounted Electric Unit Heaters: O Four (4) Chromelox Model CX11-8-20-43-32-40-21-EP, Explosion Proof 20 kW wall -mounted electric unit healers with the following: - Suitable for operotion on 480/3/60 volts power - 20 kW heeding capacity - 1,400 CFM air delivery based on 43§F temperature rise - 68.240 BTUH heating output ng brack discharge louver - Wail mounbleting - Factory mounting hro nil fielddExplosion -Factory instilled and wired Explosion Prop( thermostat - Explosion Proof power disconnect switch. loctory-installed - High Altitude Construction - 24.8 amps per heater - Heater capacity and quantity has been selected per customer schedule oma heating design - Unite ore suitoble for operation in o Class -1, Division -2, Croup -D environment BUILDING COOS - 180-2009 OThree (3) 3070M insulated steel personnel doors, each with: - Three (3) steel template hinges - Pante hardware, flush mounted Roof Mounted Exhaust Fan: BUILDING OCCUPANCY CATEGORY - 111 MINIMUM ROOF LIVE LOAD - 20.0 PSF GROUND SNOW - Pg = 51.95 PSF le = 1.1 FLAT ROOF SNOW - Pf = 40.0 PSF - Closer - Weatherstripping - Threshold - Best locks - Doors shall be painted with manufacturer's standard factory-opplled primer - Finish point, if required, shall be by others - To fit 3'-4" x 7'-2" framed opening O One (1) Industrial Ventilation Systems Model PF-24-DS-0300-CNT, 24" direct driven roof -mounted propeller -type exhaust fon with the following: - 3 HP, 1800 RPM, 460/3/60 volt TEFC electric motor - Motor suitable for Class -1. Division -2, Group -D environments - Motor suitable for customer supplied VFD - Sport resistant cast aluminum airfoil propeller - Galvanized steel exhaust venturi Ce =1.0 Ct = 1.0 SLOPE ROOF SNOW - Ps = 40.0 PSF Cs = 1.0 DEAD LOAD (STRUCTURE WEIGHT) = 4.0 PSF COLLATERAL LAAO - = NONE lMNn fAscF 7-051- = 100 MPH EXPO = C I = 1.15 O One (1) 3070M insulated steel personnel door with: - Three (3) steel template hinges -panic hardware, flush mounted - Closer - Weatherstripping - Threshold locks Best Door be factory -applied - Heavy gouge, all -welded galvanized structural steel fan support frame - 60" L x 34' W all -welded, golvanfzed steel ventlotor/weather hood with bird screen - 30-3/8" square ID all -welded golvonized steel eIrshoft/throot - 35' square ID ail -welded golwnized steel mounting base/curb cop - Aluminum gravity operated back draft domper factory installed in the fan throat - Industrial enamel point to match the supplied budding color - NOTE: Ridge vent must be dosed while fans ore operofing - Pre -fabricated. insulated roof curb with minimum 14GA golvolume (or equal) construction, 34-1/2"OD with extended flat Gashing on all (4) sides end rib closures INTERNAL PRESSURE COEFFICIENT 0 0.18 - 05811 painted with manufacturer's standard primer shall - Finish paint, If required. shell be by others - Note: This door shall be provided and installed in Existing SISCORP Job No. 2317-01 Pump - Fan performance: 5,020 CFM 0 0.80" SP, per fon - Ventdation system hos been selected per customer schedule EARTHQUAKE OCCUPANCY CATEGORY - 111 le - 1.25 SITE CLASS - "D" Se = 0.301 Fa 1.56 Sds = 0.313 SI = 0.089 Fn 2.4 Sat = 0.111 FORCE RESISTANCE SYSTEM - STEEL SYSTEM 90T SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE RESPONSE MODIFICATION COEFFICIENT- R -.3.0 SYSTEM OVERSTREIIOTH FACTOR - 11 = 3.0 DEFLECTION AMPUCATION FACTOR - Cd = 30 ANALYSIS PROCEDURE - BASE SHEAR SEISMIC DESIGN CATEGORY - "B' OVERHEAD CRANE - 2 TON TR SG MAX WHEEL LOAD (W/OUT IMPACT) = 3.125 K WHEEL BASE = 5'-0" OTHER LOADS - ONE TON MONORAIL Finish of Primary and Secondary Members Building - To fit 3'-4" x 7-2" framed opening O One (1) 12'-0" z 12'-0" Insulated rolling steel door with: - - 22 gauge 22 20 uge data l chain operator - Door shall be pointed with monufocturer's standard factory -applied primer - Finish point 11 required. shall be by others - To fit 12'-0" x 12'-0" framed opening Ventilotion OFour (4) eoch 10'-5' linear feet of 12" throat ridge vent with: - 8lydscreen - Damper - Manual operator - Finish paint shall be per the Color/Finish Schedule Roof Mounted Exhaust Fane: OTwo (2) Industrial Ventilation Systema Model PF-36-DS-0500-BNT, 36' direct driven roof -mounted propellor -type exhaust fond with the following: - 5 HP, 1200 RPM, 480/3/00 volt TEFC electric motor - Motor suitable for Oaos-1, Division -2, Group -0 environments - Motor suitable for customer supplied VFD - Spark resistant coat aluminum airfoil propeller - Galvanized steel exhaust vented - Heavy gouge oil -welded galvanized structural steel fan support frame - 82' L x 45' W an -welded, golvenlzed steel ventilator/weather hood with bird screen - Fon will provide opproximotely 4.5 air changes par hour - Fon is operating of 79 48(4) at 3' with no attenuation - To lit 2'-10 1/2"" a 2"-10 1/2" framed opening In s Framed Openings openings wi g pip p O One(1)each 1'-2' x 1'-2' framed with flashing for 10'0 e n lace. O One (1) each 1'-8" x 1'-8' framed openings with flashing for 16`0 pipe in place. O Three (3) eoch i' -O" x 1'-0" ironed openings with flashing for 8"0 pipe in place. 0One (1) each 1'-4" x 1'-4" framed openings with flashing for 8'0 pipes with 1 1/2" insulation. / oP 9 9 pipes with 11/2' insulation. ® One (1)each 5'-8 i 2' x 1'-4' framed openings with fleshing for 8'0 Miscelloneous I O Eight (8) each 3'-0" x 10'-8" translucent skylights ponds (high strength) to match R -phakic A' Three (3) each 5'-0' x 3'-0" door canopies shill be provided above exterior personnel doors. O Snow retention devices shall be provided on bolding coves. MPA will organize lighting by others along with the wiring for the heaters and ventilation. SISCORP will provide motor/electrical specifications for the venllation fans and the heaters. NI primory structural steel members shall be hand -tool crooned In accordance with SSPC SP -2 and shag receive one shop coot of standard red oxide primer. All seconder structural steel members shall be roll farmed from coil material with 0 factor lied, Y Y -applied, baked -an red oxide primer. - 42-3/8" square ID ell -welded gohronlzed steel airshaft/throot - 47" aquore ID all -welded gdvanized steel mounting base/curb cap gravity operated batt draft dumper factory installed In the fan lhroof - inAldustrial -Industrial enamel paint to match the supplied bolding color - NOTE: Ridge vent must be closed while fans are operating - This ridge vent sizing does not comply with API RP 500 requirement of 12 grovity air chongea Paneling The exterior roof panels eholl be R -profile, rolled from 24 gouge coil motertol. - Finish eholl be silicone polyester over Golvolume substrate - The color shall be per the Calor/Finish Schedule The exterior wall panels shall be R -profile, rolled from 24 gouge col material. - Finish shall be silicone polyester over Galvaiume substrate - The color shall be per the Color/Finish Schedule Cadmium -plated carbon steel self -drilling fasteners with loose steel and neoprene woehers, pointed to complement odjacent panels, shall be used to attach the panels to the secondary members. Trim Exterior Utm, floating, gutters and downspouts shag be fabricated from 26 gouge toll material. polyester over downspouts - Finish shot be . guttershall fabricte - The colo shall hi pere the ester o eiahSchedule per hour - Pre-fobricoted, insulated roof curb with minimum 140A galvaiume (or equal) construction, 46-1/2'OD with extended flat flashing on all (4) sides and rib closures - Fon performance: 11,100 CFM 0 0.79" SP, per fan - Ventilotion systems hove been selected per customer schedule - Ventilation e oattion systems will provide opproxlmotely 20.3 air changes per hour with both ions ting - Fons are operating at BO dBA at 3' with no attenuation - To fl 3'-101/2" x 3-10 1/2" framed opening Wall Mounted Supply Louvers: louvers Turves ))ItUnited Eno Ing: Model AFL -D-6, 42" W x 42' H x 6-1/4" D, adjustable dralnable blade - Adjustoble/drainable blades ore 606355 extruded aluminum 0.081" nominol wall thickness positioned on a 37' angle and spaced approximately 4-5/8' center -to -center - Box -type frame (undersized by 1/2" to fit framed opening), 6-1/4" deep, 606375 extruded aluminum wiith 0.125" nominal wall thickness; downspouts and caulking surfaces provided in blade between blades COLOR/FINISH 60= = = e Primary Structural Members: Red Oxide Secondary Slrocturol Members: Red Oxide Roof Ponela: Saddle Ton Wall Panels: Saddle Ton Roke Trim: Saddle Tan Gutters: saddle Ton Downspouts: Saddle Ton P Exterior Rd! Trim: Saddle Tan 1 .....---C Insulation - Drain gutter each minimizes water cascade - 1/2" x 0.050' expanded, flattened aluminum bird screen in rear -mounted removable frame Personnel Doors: Monufocturer's Standard Factory -Applied Primer Finish paint, if required, shall be by others The roof shell be insulated whir - One(1)to of B' thick, 0.75 PCF density. R-19, PSK faced filter lase, draped a endiculor Y'er Y 9 D P P and between puriine and roof "fleeting - One (1) layer of 3' thick, 0.75 PCF density, R-10, unforced fiberglass, toyed parallel to porins and between 6" Twlalion and roof sheeting 1 CORidge - All Insulotlon shill have o flame spread rating no greater tion 25 SOI ,. 4.5-0 - Angle mounting clips for fldd Installation on 12' centers - Manual louver quadrant actuator - 54X Free Area -Louvers provide o told of 55.35 sq. R. of free area, operating ®491 FPM - Supply openings hove been selected to provide suitable supply air for the (3) roof exhaust fans. Actual ventilation rote Is 24.9 air changes per hour with all (3) funs operotkhg - Supply openings will also provide a minimum of 8 gravity air changes with ridge vent, when roof fans ore not operating Roll -Up Doors: Manufacturer's Standard Factory Applied Primer finish point, it requYed, shall be by others Skylights: White �� Vent: Saddle Tan 14111111Il f ,411 d►�A' `•Vivi., 7/7 l s0e0•ae••• L'�� �j es s. •• ic.... KC �/J The walla shall be Insulated with: - One (1) layer of e' thick, 0.75 PCF density, R-19, PSK faced fiberglass, draped perpendicular to and between girts and wall sheeting p g 9r �O - All insulation shall hove o some weed ratio no eater than 25 lib 4 - Baked powder polyester coating to match the supplied building color - To fit 3'-6" x 3'-6' homed opening Wail Mounted Supply Hood System: 1«� Or Supply Louvers: Saddle Tan 0 - Roof Exhaust Fans: Saddle Ton C,Sr�� ; o • , �` c,..- � Q • • -O a -' 12893 W 7 r� Note: This insulation won discussed between Jerry Durbin/SISCORP and Andy SchwoRer/Corfrdd County on August 27, 2013. Mr. Schwaller indicated that this system 'should" be acceptable, but it is subject to hie final review of the drawings/decals. Q Six (6) Industrial Ventilation Systems Rain Hood, 42-3/4' swore z 6-1/4' D with the following: - United Enertech Model CO -145 control damper to be 606375 extruded aluminum 0.125' nominal wolf thickness with parallel action blades - 42' square frame - 1/2" mesh bird screen in removable lmme Unit Heaters: Manufacturer's Standard Factory Applied Primer L i • Door Canopies: Saddle Tan j Crane: Safety YNlow Adi I :� • Y , 0 i ..� en �" . °e � y'ti. •e• /QrW1 L ••• �` General Notes - Rain gutters on (4) sides - Manual louver quadront actuator •• • f e•• • L,\ - -- - --- Posed cell, pre -formed closure strips having o profile matching the panel configuration shall be provided of the Bove, rake and ridge. - Supply openings how been selected to provide suitable supply air for the (1) roof exhaust fans. Actual ventilation rate is 24.9 air changes per hour with all (3) Iona operating - Supply openings will deo provide a minimum of 6 grovity oh- chongen with ridge vent when roof fans ore not operating - Industrial enamel paint to match the supplied bud ding color NOTE: BUILDING IS BEING FABRICATED IN ACCORDANCE WITH THE ATTACHE°/ DRAWINGS. ANY CHANGES TO THESE DRAVANGS CAN RESULT IN EXTRA CHARGES AND POSSIBLE CHANGES IN DEUVERY DATES. j:,. I} k.7. y � / FF 1 It 1 erA ) 6 / .1 3' - To fit -6 3/4" x 3'-6 3/4" framed opening , JJ THIS DRAWING IS PROPERTY OF SPECIFICATIONS, ACCESSORIES & COLORS SfM'DARD WDl15TRML51Rt1CAAtES STANDARD INDUSTRIAL STRUCTURES FILTER/MANIFOLD TAG # BC --001 CORPORATION OILGAS HOUSTON, TEXAS. .CORPENCANA M &BUILDING, (USA), INC. COLORADO- IMPROVEMENTS) and it with the undo -stowing Own CORPORATION PARACHUTE. GARFIELD COUNTY, (MIDDLE FORK WATER TREATIdE T FACILITIES 0 ISSUED FOR CONSTRUCTION VRl 10/01/13 JC IA xi nil copied or nproduced or wad 14YleTnr+L TEXAS SCALE DRAWN CHEMED APPAb. FILE No. SHEET No. JOB No. REV. A mum FOR APPROVAL AM 09/19/13 VR for wry paq,m• ether thm for *Noir H 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 FULL VR 2712-01A1 Al OF 9 2712-01 0 N0. REMSIONS BY DATE 010. '71efg"'ll' idesded DATES 0099/17/13 09/19/13 8 E PLANT NORTH 66'—f OUT/OUT OF val 17-6' 74,-4" 19.-4" 2- 12'-0" 1-9' O , nI I.\J(/ T r N — J , _ — P 4 W. .r e 1 (R .,22 III 1'-0' r. vi C NAND CHAIN h O I IN DRIVE ____4,h,, ^4, —I— ICU •(4) 7{I'- �_ 1I(- 1111 I 1 1 1 1 OfO, 1/ 1\ I I ' „t, 5•-034- 1-- 5 ��a 101 1 '3 •I(�GD\ /-11- �\ 1W21 21 C A8 o I I 4'-0" I I 1/2' 2.-5- I I N 7 , 1._4. 1-7"--'-6T— 11 L J I r Lim,- ,,-3 I L_- J 7— rs L J \ 2a -- rW�x, --'7 � L J m b _ I 0 a tem avG_ —t 9. _ o - _ 3'-'1Y t — —0— 1 II ' _ 1 I r— LWex13J I I r/ � \\ I I Lite.03J o, O l � KIL--- 181 101 1 e 1i� oI 3 k.01 X9/2 © 1 f� 1 1 I 1 1 1 1 1 I\ I/ 1>1 I 1 1 IIS e L J L J IIrxJ{�I L��J \\ L J 1 1 IA- . /.• —\— I T0I CRANE STOP _ ..;— O�2 A TYPO) ,, sr .4. L 1 h T1� L J 10=4' 4'-0" MONORAIL STOP TYP (2) 13_8" A8 14•-4• 19•-4• FLOOR PLAN O /6245, ze_12Z ���, 5e //og- >. z., -/7h/ f` rei4)/i /i ki /1 LEG, END: {�I-} UNITS OF CRANE HOOK TRAVEL 0 A ND, ISSUED FOR CONSTRUCTION ISSUED FOR APPROVAL RENSIONS VR AM BY 10/01/13 09/19/13 DATE JC VR CHKD. THIS DRAWING 15 PROPERTY OF STAVDARO INDUSTRIAL STRUCTURES CORPORATION HOUSTON, TD(AS. oad 1 loaned .ilh 9* u d*slondng gat R .i nal to Doped a nproducN or Dud for any purpose oth r Ilan fa .MG. It non odgildh intended. STANDARD INDUSTRIAL STRUCTURES CORPORATION 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 SIS CORP ..IOM 10.111111. OMAR NOW= HOUSTON. TEXAS FLOOR PLAN FILTER/MANIFOLD BUILDING, TAG # BG 001 ENCANA OIL 5L GAS (USA), INC. PARACHUTE, GARFIELD COUNTY, COLORADO— (MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS) SCALE 3/16'= 1' DA1ES DRAWN AM CHECKED APPR'D. FILE Na SHEET Na JOB No. 09/17/13 VR 09/19/13 2712-01A2 A2 OF 2712-01 REV. 0 ® Q Q ® O ® Q ® Q „ 2I o i : - — MgJORNL BEA 11 ] -fir', �- ij ftW5 / �� / \`\` DROP WALL PONEL TO BE USEp AS FLASHING 2 /4 I0 III y!I'' �I0 n. n Z _. _ .. -_1 RUNWAY - BEAM _ '- /' ._. --_ __ - ^ _ __. __ _ _ _ _ ... N/ 'I- Ili! i -E eIII -- "Alla III // PIPE \ // ' 80 PIPE 1 �.�. ^C 100 PIPE / \ h V 16'0 %PE It \I LOWER HALF OF J I / \ ( LJ PIPE FLASHING =NB_ 1 ,• TN m 4—%e ROD 5— n I B"0 PIPE p WALL PANEL 4 9 0 P£ C9£RATING iYR. • // \ © PIPE FLASHING DETAIL iEL -_, _ \ 1 lI 1 1 1 1 _.1 I I 1 L_ - I I 1 I 1 1 - +�� I 11 1 1_ j * Q PITFLOOR 3Q -EL. + 65 I I 11 111 bailIII O O 1 I 1 1 `1 I 1 I 11 1 I I I 1 1 L_ I 1 1 I I MINIMUM D FOR PIPE TO -I COLUMN FLANGES SCALE: 1-1/Y - 1' (FOR 3" TO 6" DIAMETER PIPES) STANCE CLEAR -ILL- -6 GIRT WALL PANEL 1 NORTH ELEVATION AT COLUMN LINE °5' WEST ELEVATION AT COLUMN LINE 'B' 1/Y0 HANGER RCD IDD NUTS END WASHERS hail ++ v 0 K Y ATO) MACHINE " A3 7 M/2”11ACHINE Q Q LINER HOPANE Ili • D0011 JAMB 2 I ^ — 1/2'0.1 ,/' 0 I��IIIIIIIIIIIIIIII Mini 11111I�IIIIIIIIIIIIIIIIM PIPE SPACER I -f III - �`_ _ ..e.+.-...+.�... 1I�I1I1gI1I1I1I11�I1I1I11111 _ _ _ _ 1I1I1I1I� 1.11111111111112 1I1I1I1I�I1 �I1I� 1/2N e 2 1/2' -_..__. • n 351 ROS i 2146 h HEADER 6 I I� --\ ICE 0 G0. BNS CANOPY PL �{ jI' lF • • � -1 - 3 y t - 11�. RUNWAY BEAM - I!i -.1 Dj1•Y - � --_ _ CAULK DOOR FflAME ------------------------------------------------- wl M& 'p wII -B 14 .; 6 II'I''I,I,I ¢��+ q WALK DOOR oos� T CANOPYINSTALLATIONDETAIL I.p��II " IF7 .t PIPE a\ OnwurlONONITIWFOreCLAFITT) ` Ip ��pME�1 I1 1 1 1 1 1 aELDDR 1 1 1 1 a, 1 ° 3 PIT I I I . aro PIPE I 'm 1 1 I I I I I IYIIIIIII/fI ,\1 // .r>a ..= ._._.. ...... 2'- 73/4 \\, ...... ./ `N°••..., - cs SOUTH ELEVATION AT COLUMN LINE "1" EAST ELEVATION AT COLUMN LINE 11A" O :(zGSTFgo•,f e��F•• 1. . c i 9 12893 U > r f t 1 V °•. TP/G. 1.. ./ „NAL "?=•� '«(/II,ILLLIL,1, 1X15 DRAWING 15 PROPERW OF ELEVATION$ srANaLRD INDUSIRW. BMICNR6 STANDARD INDUSTRIAL STRUCTURES FILTER/MANIFOLD BUILDING, TAG // BG -001 ON COTON. TXA HOUSTON. "'� 919 CORP ENCANA OIL & GAS (USA),INC. m: M°'ea •an tet 0dm1•MNq that CORPORATION Y.NOLMIT •..,10•.W.• PARACHUTE. CARRELD COUNTY. COLORADO- MIDDLE FORK WATER TREATMENT FACLLtPES IMPROVEMENT ( ) 0 ISSUED FCONSTRUCTION YT 10/01/13 JC R wl a u°1 b... a IQIQIQj 1p(Y ORAMN CHECKED I➢pRD. 111E SHEET No- Na REV. A ISSUED FOR APPROVAL PM 09/19/13 VR N. 6, I> °m MP...Ur N. k, •nG, n l 16- - 5/16" = 1' AM NE 01 2712-01A3 A3 OF 2712-01 0 Ire REVISIONS By DATE tllKo. wpgMly lmna•a. 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 oAlEs os/n/IT os/1 s/13 Q12 o 2 SECONDARY FRAMING _q• 13-113/16 4_gy/16• 4R14R/I q 6 4,-49 j6 _--' PURUNS: ALL BAYS EC 11/ UPLIFT STRAPS AS REQUIRED PER DESIGN SIDEWALL CRIS 4-49/i6_- PNE 22.0_ pOOF PANE 2' 5�1. R P --'— - - tI9 so owls 4• 3 1 NOTE: RANGE BRACES AT 20111 SIDES OF FFAFRAME.IUNL NTCUD.) - i4 RAL ' -i 1100( 80.15 BAYS Afl 82 ALL BATS. w/ UPLIFT STRAPS AS REQUIRED PER DESIGN ENDWALL CIRTS: - 2" p PPNEL_ p" �- STAGGERED AT '1 24' C/C EACH SIDE i ALL BAYS'. 8Z W/ UPLIFT STRAPS AS REWIRED PER DESIGN 9,..5"g00F_ I } 1/1__ --'II/ I1 I ♦ u , 4 I 4 [AP CHANNEL EAYE STRUTS: ALL BAYS: 8L5x12GA RANGE BRACES: L2x2x1/B roe I RUNWAY BEAM RUNWAYALL a _ BAYS: 1414x22 W/ 0,8•11.5 CAP CHANNEL ASCE 30A RAIL 2/ 5/8'0 HOOK 8015 O 2'-0' 0.0 r-6846" a. NOTE n 'HIGH STRENGTH BOLIS ARE TO BE TIGHTENED BY THE TURN -OF -NUT '^ "% 4 `� �_ HOOK BOLT DETAIL METOO A5 DESCRIBED BY THE SPECIFICATION FOR STRUCTURAL JOINTS 2 Y SCALE: 1-1/2" - 1'-0' USING ASTM A325 cA 6490 Bars As EN0 SED Br THE AMERICAN INSPIUIE DF 5TEEL CONSPRUCI1CW' = 19'-4 PANEL 17-25/6 CLEAR AT HALING I ic 0U O y o • h .2 m .4 0 OPERAnNC HOOP Cr L. l ll Is 5I 1 • o� r3 i Fl ROOF n. i .. t •:. • • BY4' SYN. 0 "-6',z" ABOUT 1'-A,1' ' *4 814" IO T-. 1. 1 0 _— 29'-10' CRANE SPAN J'-0" 12'-11' 12• -IF• , RIpbE fff 45'-10' OUT TO OUT OF STEEL PURLS UPLIFT STRAP (AU MEMBER 202541 RAVE CROSS SECTION AT COLUMN LINES 1. 2 AND 3 S1RUi EACH LOCATION (LOOKING SOUTH) (I) 002002 SCREW \\\\\\111 F11'FFEFAF 0 EACH GIRT LOCATION N,R% VN . R E YN„// 0,, \ OR "(tr.", 11% C. G1STf IP c "e LP.": (I) MEMBER SCREW 0 EACH GIRT LOCATION Q 12893 w - s ` NOTE: SEE SHEET '68' FOR CROSS SECTION % " 1' "1 ° " T •:* °`""' �` �' °" 1 y AT COLUMNS 4 AND 5 fill 1 1 11 ROOF AND SIDEWALL / ENDWALL UPLIFT STRAP DETAIL 7 /3 UPLIFT STRAP DETAIL SCALE: 1' I'-0' SCALE: 1' = 1'-0" NG IS PROPERTY QF THNI$ BRAWIINWSIRNL SDMW srRucluREs STANDARD INDUSTRIAL STRUCTURES GROSS SECTIOND FILTER/MANIFOLD CORPORATION BUILDING, TAG # BG -001 HOUSTON, TEXAS. pqq ®del CORP ENCANA OIL & GAS (USA),INC. and n bad.M 0e W.MalN awl CORPORATION wa.. aa.L.gwsaa Dam PARACHUTE, 066515LD COUNTY, COLORADO- (MIDDLE FORK WA TREATMENFACILITIES IMPROVEMENTS) 0 ISSUED FOR CONSTRUCTION Ni 10/01/13 JL A'8 M N tow 00 I¢Mw1 or rod FQmpy Tina SCALE DRAWN CHECKED APPR'O. FILE Nw SHEET No. .K9 Na. REV. A ISSUED FOR APPROVAL PM 09/19/13 VR for 40 Purywq oNe, ern for .WT 6 1/4' = I' AM M NO. REVISIONS BY DATE 0110. es MPngls NNW. 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 DATES 09/17/13 09/19/13 2712-01A4 A4 OF 2712-07 0 SNOW RETENTION RAIL j PEAK SEE DWG. 'A5' 'AS" @ PANEL 3' UNFACED FIBERGLASS FOR LOCATIONS &DETAILS 3' UNFACED FIBERGLASS MEMBER SCREW INSULATION LAID INBETWEEN PURUNS I AT 6" O/C DOUBLE SIDED TAPE 1'_O• INSIDE CLOSURE ROOF PANEL TOPE SEAL REq'0 �e► TOP & BOTTOM ,rllrr+ ROPE SEAL rlwjllr 1 1/2" (T�BEUNL.CNTO.) r N�::8 � ' TRIM SCREW TRIM SCREW GUTTER STRAP AT 24' 0/C •2 ----.11r IY111-" " IY�I{ t - -� + 11 Ia. a .,IIS" .. � . . � r ��Aj�j 'r r I c �L"1� �IIL... I{ �,It•I '►A I�,�L,r .{ 2r / ~ f - P! w°r u�.e ° e i s i : „ ,... s 1 {.. r ; ? RAKE ANGLE ,,• �'L4x2x16GA r:l_ AT 12. •OPE O.C. 'OOP PANEL SEAL PURUN TRIM SCREW __ n re ♦ ,''' r''♦1 )-- 1 !!� ' RAKE TRI �' I I 1 � _ re GUTTER II J 1''. RIDGE 6' PSK FACE° `' i FIBERGLASS IN � CATION �4.. 1 ° 01 /O r , II___, , 101111.11. f0_, �' 6' PSK FACED . FIBERGLASS INSULATION WITH EXTENDS° TABS TRIM SCREW DETAIL 'T" WD BETWEEN PUMAS AT 12' O/C . SEE DETAIL -ArxSCALE: 3/4' - 1'-0' OUTSIDE CLOSURE 26..._1111111 �' C� o ,J 1. 7� �}C e A-1 THIS ERECTION SEQUENCE IS TO MAINTAIN VAPOR BARRIER (// I ` 1• ERECTOR NOTE: WALL PANEL ' ° ' INSULATION SHALL BE INSTALLED WITH FLANGE BRACE :',1, LINA TOWARDS INSIDE OF BUILDING. DOUBLE SIDED TAPE SHALL BE USED � A AINSULATION AT SILL, RAKE, EA VE ANO MOUND FRAMED OPENINGS FOR PROPER INSTALLATION. / \ 6' PSK FACED f Fillip FIBERGLASS INSULATION . RIDGE VENT , .4 SCREW SCHEDULE OUTSIDE CLOSURE TRIMZ SCREW SECTION AT RAKE . FXiBril:7r7 PANELS SCREWIERMEMBER ROOF PANEL 3' UNFACED FIBERGLASS \ �—(INSULATION OMITTED FOR CLARITY) �' ROOF AND WALL MEMBERS AT 12" O/C. EAVE ANDAT __— , i ROPE SEAL REO'D \\ TCP & BOTTOM SCREW T BASE PANEL LAPBERS MEMBERS6AT0/C. 6' 0/C. �— ------ MEMBER •( FRAMED OPENINGS MEMBERS AT 12' 0/0. eTicH BCREW@ •�.-p yy . )�1"` 0u Iy I eN SIDELAPS AT 18' WALLPANEL gt4i8" kt, Rt Y// /I BASE TRIM '� ' y RIDGE _�����,i � : 't `1 `,ANS •,„` f; �1 `,\ .°°.DODO. nt",_A,ei °• �� ��” •° 1. . .z*, �- ' ' GRATING • L._ I (BY OTHERS) :' PSK FACED FIBERGLASS INSULATION MEMBER SCREW OPMRAAN6 FIR (TYP. UNL NTD.) �'• 1 : n: •• (3 vo L�7� 4a s ✓ °a -41 ..• . ii ° �f�/ ,) .....1 'if :L_.:LL:.]s1_.0I 1 ' '. fs7D v DETAIL AT RIDGE VENT EGIRT ALL °•.�,' °°,• °"'�� `.` FIELD DRILL 5 16'0 / THROUGH BASE MEMBER AT 5'-0'1 Ore CENTER• FOR 1/4'0 DRIVE HOLES PINS. • : •, ' ': 3 A PIT FLOOR EL. PANEL �---, O O I O O I 1<<!, / 6/ 1111 \1. .3 .. .. • ti .. TRIM SCREW ,'. '• • a.., ..a .'. � 'e i.* • ..• i ." ° ,• a •.; 4'S AT 12' O.C. .�' ."I ;:•-��' ., 0 01 I. { 01 "y, •, • r .' MEMBER SCREW SECTION AT SIDEWALL AT 6• o/c SKYLIGHT PANEL •0 SHEETING CUP 1 I 0I 10 J L— I 1 I •, ROPE SEAL ��00"1reF — — MI — — — - ... CORNER TRIM..)/ ROOF MEMBER TRIM SCREW SIDEWALL GIRT SIDEWALL PANEL ROOF PANEL AT 12. O.C. 1 1/2" 36• COWRAC£ OP 1 STITCH SCREW ROPE SEAL SIDELAPS OF ROOF SECTION AT CORNER �(AT PANELS ONLY) (INSULATION OAITIED FOR CLARITY) j ENDLAP DETAIL. (INSULATION OMITTED FOR CI ARTY) "R" PANEL PROFILE ,HIS DRAWING IS PROPERTY STPNDARO INDUSIfWL SIRUCNRES STANDARD INDUSTRIAL STRUCTURES CORPORATION /MANIFOLDSECTIONS FILTER N BUILDNG, TAG 6G-001 HOUSTON. TEXAS. BIS CORP BIS ENCANA OIL & GAS (USA), INC. and ie honed IMI the llld°IBiOnQIIQ IN01 CORPORATION NIWIOIMWL (1VCMC Ci�Af01 PARACHUTE, GARFIELD COUNTY, COLORADO- (MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS ) 0 ISSUED FOR CONSTRUCTION VR 10/01/13 JC R DTI not be copied or rproducsd or used MURTON TCXM SCALE DRAWN CHECKED APPR'D. FILE Ne. SHEET No. JOB No. REV. A ISSUED FOR APPROVAL AN 09/19/13 VR for any purpoee other thon for Mich it ;LIP". "= 1• AM VR N0. REVISIONS BY DATE CMm. t05W11iio1j' °� 2712-0195 A5 OF 2712-01 0 Y c.) T T T 68'-3" OUT/OUT OF CONCRETE w. /'-0' _ 13'-I- 17'-6" 14'-4" 79'-4" .•-p 12'-0" ,7_6 1-9" J'-p' 16.-7- 6'-7`8+N 6 + N E A C 3 F2 F2 F20' 6 ° 8 o b �. 13'..0" .J 0 iv 9 CUSTOMER NOTE: CONCRETE WIDEN READ. FOR ROLL DOOR GUIDE & CURTAIN AS STOP. UNLESS GRADING BY CUSTOMER IN LIEU OF. b r lo o 45'-10' OUT/OUT Cr CONCRETE D F2 e 3-- - - - - O 8" WALL o 8' WALL `\t11T11111T1� f 4 C ;14 9reill • 1 _ • 3 4 17 �[ F—F2 G 12 w ^ .', o gi�3 w .. ,, ' •<'r -, n F • tr P tib; ept 0 '! TIM0 J6 o 3'-3" f2 3'-O" 7-10" E_A_ ` F2 - ,1 i Q 3'-8" 8 F2 3'-O" 13'-8" 'NOTE: SLAB MUST BE SQUARE ANO LEVEL, ANCHOR BOLTS, NUTS, WASHERS, SHIMS AND ANY OTHER EMBEDDED ITETIS TO BE BY OTHERS. SITE PLEASE CONFIRM ANCHOR BOLTS ARRIVE 1NTH MATCHING NUTS AND WASHERS. GROUT BY SISCORP. BASE MEMBER TO BE ANCHORED WITH 1/4"0 DRIVE PINS. 5/8"9 KH1K BOLTS SHALL BE USED TO CONNECT DOOR JAMBS AND OTHER ACCESSORIES TO CONCRETE. DRIVE PINS AND KB1K BOLTS SUPPLIED BY SISCORP AND INSTALLED BY BUILDING ERECTOR. 13'-i" 77"-6" /4'-4' 79'-4" ,„/---- ANCHOR BOLT LAYOUT SGc 2i'iyJy1 rG°Yed 4 ,/rhelf /2//jOr //j 1-e/ ?d 7' /peel" 0//e 4 THIS DRAWING 4 PROPERTY OF THIS DR ANCHORIFOLDBOLT LAYOUT DTDUSIRU,L lREs STANDARD INDUSTRIAL STRUCTURES I FILTER/MANIFOLD BUILDING, TAC # BO-001 CORPORATION ENCANA OIL El GAS (USA), INC. HOUSTON. SXE CORP PARACHUTE, GARFIELD COUNTY, COLORADO- (MIDDLE FORK WATERTREATMENT FACILITIES IMPROVEMENTS) and u boned l& Nn vderetandny Ilial CORPORATION MOM ROME eaROlFloe CHECKED No. No. 400 No. REV. 0 ISSUED FOR CONSTRUCTION VR 10/01/13 JC i 161 not he copied or reproduced or need F—TQi TIIDTAI! SCALE DRAWN APPR', FILE SHEET A ISSUED FOR APPROVAL AM 09/19/13 VR ler my Purpose other than for which R 2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800 3/16" = 1 AM VR 2712-OiF1 F7 OF 3 2712-01 0 N0. REVISIONS BY DATE CHKD. Es'75 01"tended. DATES 09/17/13 09/19/13 0-a- a o_ 1 - SLAB REINF PER PLAN SLAB RE1NF PER PLAN T.O.FT Lx..1 Ix • a 6 VERT BARS TO HAVE 12" HOOK IN FTG. CC CC BLOCKOUT T.O. WALL 1 1/4" DEEP x 2" WIDE FOR GRATING SUPPORT. T.O. DRAT 0= 102'-0" oi 1.f2 ISOLATION JOINT T.O.0 x 102'. " 2.65 s @ TOP 6 80770 110P BARS 3" 0.1.1 v-1 #5 @ 120.0. 1 MAX 1001 WAY -c2 SLOPE !HIGH POINT] 98'-7 1/2" WM WM T VERT BARS TO HAVE 12" HOOK IN FTG. REINF BARS PER FOOTING SHIEDULE, RE PLAN BLOCKOUT T.O. WALL 1 7/4 DEEP x 1WIDE FOR GRATING SUPPORT, EMBED PLATE INFO PER BASEPLATE DETAILS THICIGNESS PER FOOTING SHCEDULE, RE PLAN SECTION SCALE 3/1.' BASEPLATE INFORMATION, ANCHORBOUS 140 GROUT P10 BASEPLATE 0110615 1/2" ISOLATION 30191 T.O. 518 (HIGH POINTI 98-7 1/2 PLAN T.O.0 102 - 6 CONC. SLAB W/ ELECTRIC SNOW _NEU AND 34's @ 12" 0.C. EA. WAY ON 4" RIGID INSULATION SLOPED TO CENTER ANO SOUTH 3/4" EXPANSION 80AR0 -TYP SLOPE T47 - EXISTING T.O.0 = 100•-0" 5824-11 5/8") AT SIM NO EXISTING FOOTING ADJACENT TO WALL. NO SNOW MELT. NO EXTERIOR SLAB. .T.O.FTG P43 8'4 BEGIN STEP B.O.WAUL AND Frp. .T.O.FTG .9 '41"r, LINE OF NEW PIPE .k"----94011, RE: SITE PLAN 66'-3" ( 2 13'-1" 17'-6" 1: 3 ') ( 4 LINE OF NEW PIPE VAULT, RE: SITE PLAN ------.1 I9'-4" ( 5 8810 L_._. _Col oo, COL 1 @BLDG COL @BLDG COL CONC. PAO NORWAY T.O.SUMP SLAB 46.4 1/2".„ 8010 1 • OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING NSPECTION I-720 Pg. 2.. WF30 SLOPE SUBGRAOE AND SLAB P7.0 TOWARD SUMP rd"8 5111. T.O.S. 10" SLAB ON GRAOE 18.-6" SIM. '14 14' 4s' 2.-5" 1 • 'It PAO FIG BLDG (01 t 6" SLAB ON GRADE 2'02'X2'ISUMP PIT 1 WF48 1 IP41 I SLOPE SUBGRAOE AND SLAB TOWARD SUMP PILASTER DIMENSIONS PILASTER REINFORCEMENT LI] PER BASEPLATE OETAILS. E '0 SLOPE • IIMMUIMMMIMMUMNIUMMIWIMMEINIMIIMM SLOPE 11=11 Jan II 1 A FOOTING RE1NF BARS PER FOOTING 50(10010. RE PLAN THICKNESS PER FOOTING SHCEDULE, RE 1154 PLAN NOTES I. SEE TECH SPEC 613070-4-2001 FOR CONCRETE SPECIFICATIONS. 2. EMBED PLATES AND 171610 ANGLES SHALL BE PROVIDED BY THE CONCRETE CONTRACTOR. 3. CONCRETE WATERPROOFING AND WATERPROOF 11641110 IS REQUIRED PER SPECIFICATION. FINAL REPAIRS & RESTORATION OF 1181646 15 REQUIRED AFTER FINAL INSTALLATION OF ALL PIPE SUPPORTS AND EQUIPMENT. 4. ELECTRICAL GROUNDING GRID TO BE SPECIFIED BY ENCANA. 6../ (071104(100 SHALL NOTIFY ENCANA PRIOR TO SETTING FORMWORK TO .6,1.LOW FOUNOATION COMPACTION INSPECTION, REBAR INSPECTION, ETC. R: 471.10(080s8A1pCwAscLiu:SPT5E1C2018FBIC0A0:1104:0.0R0E1FEPREERNCsEpOE(0:10(0:110FONR ADDITIONAL INFORMATION. 8. REFERENCE MPA DRAWING NUMBER 013070-1-2011 FOR LOCATIONS OF EMBED PLATES AND ADDITIONAL FOUNDATION INFORMATION. 9. THE CONCRETE SHALL BE PROPORTIONED IN ACCORDANCE WITH ACI 301 AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 10. CEMENT SHALL BE TYPE 11 PORTLAND CEMENT TO ASTM C 150. 11. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE X". 12. REINFORCING BARS SHALL BE DEFORMED BARS ASTM A 615 GRADE 60. 13. GROUT UNDER BASEPLATES SHALL BE EMBECO 885 NON -SHRINK GROUT BY MASTER BUILDERS, INC. OR APPROVED EQUVALENT. SECTION SCALE 3/4 AT 5/11 NO EXISTING FOOTING ADJACENT TO WALL. NO SNOW MELT. NO EXTERIOR SLAB. PLAN NOTES ICONTINUEDI: 14. CONCRETE SHALL NOT BE PLACED UNTIL AFTER INSPECTION OF THE FORMWORK AND REINFORCING STEEL PLACEMENT BY MPA 67100ahaATLYL 15. TRANSPORTATION AND PLACEMENT OF CONCRETE UNDER ADVERSE CONDITIONS OF HIGH TEMPERATURES, WINDS , LOW HUMIDITY AND COLD TEMPERATURES SHALL BE IN ACCORDANCE WITH ACI 305 AND ACI 306. 16. COMPLETION CIF CONCRETE PLACEMENT SHALL NOT TAKE PLACE LONGER THAN 90 MINUTES FROM WHEN BATCHED. 17. EXCAVATE TO UNDERSIDE OF FOOTING ELEVATION. COMPACT TO 98% STANDARD PROCTOR TO ASTM 0 1557. BACKFILL WITH APPROVED STRUCTURAL FILL AND COMPACT IN ACCORDANCE WITH SOILS REPORT DO NOT OVER EXCAVATE 18. ALL EXPOSED CORNERS SHALL HAVE A X" CHAMFER. 19. WATER SHALL BE PREVENTED FROM ENTERING THE EXCAVATION PRIOR TO PLACEMENT OF THE CONCRETE. 20. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. 21. IF THE MEAN DAILY TEMPERATURE FALLS BELOW 45E, THE CONCRETE SHALL 8E MAINTAINE0 BETWEEN 507 AND TOF WHILE CURING. IN 00121, ASK I THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN SIM. r .• • A,9 PAD FTGS 1.0.718 BEGIN STEP 8.0.WALL AND FTG. 74.786 o91-8" rr-o" - A.7 c. BLDG COL 1 • PI 0 F(16 B 1 @BLDG 001 [P5.5 , PLAN NOTES KONTINUEDI: 22. SPLICING OF MARS SHALL BE IN ACCORDANCE WITH ACI 318, WITH MINIMUM LAP LENGTH . 28" FCIR 604 BARS, 39" FOR 375 BARS, 44" FOR #6 BARS, 59" FOR #8 8ARS. 23. COIGN ASSUMES ALLOWABLE SOIL BEARING PRESSURE 07 1730 PCF CONFIRMED BY A QUALIFIED SOIL ENGINEER AFTER EXCAVATION. 24. ADVISE MPA OF ANY SIGNIFICANT VARIATION FROM NOMINAL DIMENSIONS, PRIOR TO COMMENCEMENT OF EXCAVATION. 25. MINIMUM CONCRETE COVER OVER REINFORCING BARS: PLACED AGAINST FORMS • 2" PLACED AGAINST EARTH • 3" 1. Err @BLDG COL STAR & CONC LANCING PER CFR 29 IOSHAI EO 1 P6 1010 21%0. SLAB ''MATCH EXT'6 0 10 >0 ,E7.0 if7.0 6100 COL 88100 COL F r I 07.0 p.o ; I WF48 I -1 J WF48 I WEGE1"--1 #1.0.FIG o9r-13" I LI_ P70 L 4'-5" [r -o" A.5 rt PAD 7165 FLOOR COLS Lul .92 or, 'A- BLDG COL (A•25.t PAD FIGS - r FLOOR COLS Lp7.0 o._ 00 r- f2AT.O.S. HIGH POINTo9r-7 1/2" L LINE OF EXISTING METAL BUILDING TO -EA$T OF NEW BUILDING 1 I i 1 PLAN REFERENCE POINT i___F 1 i i 1___I -i REFERENCE CONTROL POINT AT TOP OF CONCRETE STEM -WALL, HERE. PER WASATCH SURVEY OATA DATED 6/12/13. T.O.C.. 5824-1 5/8". PLAN ELEVATION .T 100-0" .1 I Li I \ FOUNDATION PLAN P40 FOOTING SCHEDULE P4.5 4'-6"0 4'-6"x 12THICK : 151#5 BARS EA. WAY P55 5.-6"2 5'-6"o 12"THICK 161#5 BARS EA. WAY P6.5 : 6'-6"x 6'-6"x 14"THICK : 171#6 BARS EA. WAY P7.0 7'-0"x 7'-0"x WTHICI< 181#6 BARS EA. WAY NOTE t ALE PAO i155 5092 10(015005 SHOWN ORAWPIG 2. SEE .ZO f00106 OITAA. FOP TCPATIOP Of PEINTOTIOTED STEEt SCALE 1,0.",,9- I I I I I I J ELECTR71 SNOW MELT 7(8 550300 SPECS, PLANT STAIR & CNC LANOING PER CFR 29100331 ELECTRICAL GROUNDING GRID TO BE SPECIFIED BY ENCANA. 0106 (01 r LP5.5 LJ -H WF48 L_. • SLOPE C.L. .„ OF SLAB WALL FOOTING SCHEOULE WF30 : 30" WIDEx 12" THICK : 131 #5 BARS LONG, #4 1046450 BARS @ 12" 0.C. 74736 : 36" WIDEx 12" THICK 141 #5 BARS LONG, #4 TRAM BARS 0 12" O.C. WF48 : 48" WIDEx 14" THICK : 151 #5 BARS LONG, #4 TRANSV BARS @ 12" 0.C. NOTE 1. Al( WALT (155 1000 CEPTERE0 WIDER wALL ARNE MESS STIOWN OTHERWISE 32 00035)55 2. SEE UAL( 00010150(101 10(11/011 55 1E1710041 STEEL ..P 01 OPP. HAN,' @BLDG • i'Lks EDGE OF SLAB T.O. SLAB 0 MATCH EXTG SOUTH ENO • 3" A.1 X PAD 7165 -11. A ISSUED FOR CONSTRUCTION REFERENCE REVISION RECORD DRAWING No DESCRIPTION REV No DESCRIPTION BY CHAD 050•0 APPR'D DATE ISSUED FOR CONSTRUCTION AE3 DAN RCH 10/02/13 mpa CONSULTING ENGINEERS Mochcanice10 A Structured Engineering Protect Management 823 Grand Avenue Ste. 200, Glenwood Springs, CO 81601 Telephone (970) 928-8536 SEPLE - 51-EE1 SIZE'0 ORATO4 RCH /0047 h'17PARA1117R6' 7/17/13 CHECKED RCI -I • 114904031703, 7/17/13 DESIGNED use, (1-E[000 CLIENT APPRITVEt RCH • lerRNANION 7/17/13 ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 FOUNDATION PLAN MPA P501. 009. DWG No G13070-1-2001 Rey 0 #4 "Z" BARS W/ 28" LAP @ EA. END, EA. WAY #4 BARS @ 12' ❑.C. EACH WAY (SLAB REINFORCING) SEE PAD FOOTING SCHEDULE ON SHEET 2001 FOR REINFORCING f�"1 J d J —I 11-1111-1111— �'` ° ° d U ° ° ° ° d 4 ° Q.% .:.°).‘ A _—_—_ I—I 11-1 I-1 1—I 1 1—I 11—I 11—I 11—I _ • a ° • f 3- . • _-1 I —=i 11-11 RI 11-1 III-111-111-1111II _ ' a ` • " 1-111-1II-111—I 111-111=111-11 L -111—L_= „ III -III -I I I_I I I- -1 1=1 11=1_I 1=1 11=1 I I -III A I I-1 TI= T r i 1 1=111-111=111=111=111=111=1 11=M=1T-1=1J-1_I -I 11=1/1 I=111=111=i=1 I 111=111=111-111E111-111-111-111=111=111=111=11 L—IT1=111=111=111—ITI=111=I I t-111-111-111-111—ITI—ITI 11=111-11 —111=111=11�_ 11-111-111—ITI-111-111— —ITI=111=111=111=III=III=111= #4 "Z" BARS W/ 28' LAP @ EA. END, EA. WAY 28" 28" / 0 THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN SECTION SCALE 1" 1'-0 . #4 BARS @ 12" D.C. EACH WAY (SLAB REINFORCING) #4 BARS @ 12" D.C. EACH WAY d I-111 111 - OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION t `Z 00 PSE 444 "Z' BARS W/ 28" LAP @ EA. END @ 12" ❑.C. MATCH FLOOR SLAB REINFORCEMENT. 28" 28" / T.D. GRATING = 102'-O" T,O.0 = 102'-0" T.O. SLAB (HIGH POINT) = 98'-0" NOTES: e t e'd A a e 41 a —II1II1 II I —11_ 111E11_ I11E111— 11—- II EMI= 1EM111 I11= L- IIIIII 11=- 11=11=II —11=1I1—III— JAll =11=111 —II—I-111— =FHEM=1 111-11I—I11-1 111=11=1 1=11 d11-1 I I-1 1111II=11 1 111-111=1 ° `1 1=11=11111-111 111J11E d •i • I—I1I1IIIIII1-1=-- I1I 1II1I1=—I1I11II11III- 1--=1I1II1II _I11 111-11— 1. SEE SHEET 2001 FOR CONCRETE NOTES. Luz FE > ISSUED FOR CONSTRUCTION REFERENCE REVISION RECORD DRAWNE No DESCRIPIICN REV No DESCRIPTION BY CHKO 5SG'D APPR'D DATE ISSUED FOR CCNSIRUCIION RCH RCH RCH 10/02/13 mpa CONSULTING ENGINEERS sch®rdc®V to Structured FngfneerMg b Protect Management 823 Grand Avenue Ste. 200 Glenwood Springs, CO 81601 Telephone (970) 928-8536 5(016 - U.N.O. SWUM D CRAWN RCH N.C. AlA ,OAOcN 8/16/13 CHECKED RCH /0 630.04!00W 8/16/13 01516NE0 RCH 410: //ENAAZI!f4'V 8/16/13 065466 CHECKED ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 FOUNDATION DETAILS (LENT APPROVED MPA PROF. MAN. DWG No G13070-1-2005 Rev 0 HATCH EXIST'6 T.O.0 FOR EXISTING PUMPS HOL f PUMJ'_t THIS DRAWING NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN r — 171 #4 TIES EVENLY SPACED _ 141 #5 BARS W/ 12" 90' HOOK @ EA END, EVENLY SPACED @ TOP & BOTTOM 1n #5 BARS W/ 12" 90' HOOK, EVENLY SPACED @ EA. SIDE 1/2" ISOLATION JOINT AT SLAB, TYP. TT -T -T W� _I I IIL mei I 1..1 -II1_1IIlllllI II111_111 li SECTION SCALE 1' 1-0 #1 ami i 5/8"01A ANCHOR BOLTS K 1-2 1/2" 610" MIN. -._-.- PROJECTION) I i -- I -----.-._._._._._._._._._FMBEDANDJ..1/Y'_._..-.- SECTION SCALE 1" 1-0" PUMP_ E r I4 1 IT CENTERLINE dF NEW PUMP SHALL BE ALIGNED WITH CENTERLINE OF EXISTING PUMP i I l ELECTRICAL GROUNDING GRID TO BE SPECIFIED BY ENCANA. NEW TRANSFER PUMP T.B.D. SAW -CUT EXISTING SLAB ON GRADE FOR EXCAVATION ANO NEW CONCRETE, RE: PLAN NOTES. L APPROX. LINE OF TRANSFER PUMP HOUSE, RE: PLAN NOTES. cPOP HOLO LIST: 1. HOLD PENDING CERTIFIED DATA -e • ELECTRICAL PERMITTING & INSPECTIONS AF BY THE COLORADO STATE ELECTRICAL BOAW • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION 4 ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION I EXISTING TRANSFER PUMPfEx�s 1T.O. FDN EL 5806'-7 S/B" 1 I I EXISTING TRANSFER PUMPf EXISTS -PUMP ._ 1 I I 1 I 1 FOUNDATION PLAN SEALE 1/2 I'-0" PLAN NOTES: PLANT 1. SEE SHEET 2001 FOR CONCRETE NOTES 2. SEE DWG NP -MDF -W-5215 IMPA #513070-1-20041 FOR TRANSFER PUMP HOUSE LOCATION. 3. EXCAVATE WITH EXTREME CAUTION, UNDERGROUND ELECTRICAL AND UTILITIES MAY BE ENCOUNTERED. 4. T.B.O. = TO BE DETERMINED 5. REFER TO TECH SPEC. 613070-4-2002 FOR CONCRETE SPECIFICATIONS. 6. ELECTRICAL GROUNDING GRID TO BE SPECIFIED BY ENCANA 7. CONTRACTOR SHALL NOTIFY ENCANA PRIOR TO SETTING FORMWORK TO ALLOW FOUNDATION COMPACTION INSPECTION, REOAR INSPECTION, ETC. RE: TECHNICAL SPECIFICATION REFERENCED ABOVE FOR ADDITIONAL INFORMATION. J • ISSUED FOR CONSTRUCTION • REFERENCE REVISION RECORD 08668NG No DESCRIPTOR REV No DESCRIPTOR BY CHKD DSCD APPR'O GATE ISSUED FOR CONSTRUCTION RCM DAM DAH 10/02/13 mpa CONSULTING ENGINEERS Mechanilca0 ea Structural] Engineering A Prolect Management 823 Grand Avenue Sie. 200 Glenwood Springs, CO 81601 Telephone (970) 928-8536 SCALE - SHEET SIZE D DRAWN ECU A C HER'NAA604, 8/10/13 CHECKED DAM 2A 1/0/r:4WWGE' 0/16/13 DESIGNED DAH 0/16/13 DESIGN CHECKED ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS NEW TRANSFER PUMP FOUNDATION PLAN & DETAILS CLIENT 06680100 MPA PRO,. MAN. DWG No G13070-1-2006 Rev 0 L2x2x1/4 x 0'-6"EMBED ANGLE FLUSH w/ 0/S WALL w/ 2- 3/13"x2" H.A.S REPLAN $,T.O.WALL PER PLAN JoT.O.FTG PER PLAN BOTTOM OF WALL REINF. PROVIDE 2-#5's AT EACH SIDE WITH 2'-0" PROJ BEYOND EDGE OF OPENING (OR STD HOOK AT TOP OF WALL). ALSO PROVIDE 2-#5x 4'-0" DIAGONALS AT EACH RE-ENTRANCE CORNER, TYP. TOP OF WALL REINF. i r REPLAN PROVIDE 6 -3/8"DIA x 2" H.A.S AS SHOWN. 12" DIAxB" STD PIPE CAST IN FOUNDATION WALL FOR PIPE SLEEVE. CONCRETE FOUNDATION WALL PROVIDE 2-#5's AT TOP,BOTTOM AND EACH SIDE WITH 2'-0" PROJ BEYOND EDGE OF OPENING (OR STD HOOK AT TOP OF WALLI CONTINUOUS CONTINUOUS FOOTING REINF W/ FOOTING REINF W/ STD HOOKS AT 5T0 HOOKS AT STEP. TYP. STEP, TYP. WALL HELD REINF. PER PLAN BOTTOM OF WALL REINF. BOTTOM OF WALL REINF. W/ STD HOOKS AT EA ENO STD. HOOK, TYP. CONTINUOUS FOOTING REINF W/ 5T0 HOOKS AT STEP, TSP. THIS DRAWING I5 NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN EMBED ANGLE FOR GRATING SUPPORT 2"CLR. TYP. L2=2x1/4 E110f0 ANGLE W/ 3/13 x2" H.A.5 0 12" 0.C. (MIN. 2 PER ANGLEI. DEPRESS T.O.ANOLE 1 1/4"F0R GRATING SUPPORT. 1'-10" ENLARGED PILASTER FOR POST INSTALLED SPECIAL PIPE SUPPORT SPS -04. 1 T.0.1 = (02'-0" FOOTING REINF BARS PER FOOTING SHCEDULE, RE PLAN THICKNESS PER FOOTING SHCEDULE, RE PLAN OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 17b0 PSF EMBED ANGLE FOR GRATING SUPPORT • • 1'-3" ry • 1'-10" 2" L2x2x1/4 EMBED ANGLE W/ 3/13"x2"0.6.5 @ - ___1:::::e:::3 -- TT 12" 0.C. •(1110. 2 PER 4 ,���- 7•;• le --f ANGLE). DEPRESS T.O.ANGLE 1 1/4'FOR 1 I 1 I • 1 GRATING SUPPORT. l'•1 • I .I Y-• .1 _r ,1 •1 1 °' 1 ° I .I 1 •A• 1_4. - 1, 1 1 2-1 !,II:...• 1 • .1. 111'' . •°1 1 4 1°'t 3 • •1 ° 1 i_:• T.O.(= 102'-0" FOOTING REINF 8ARS PER -' FOOTING SHCEDULE, RE PLAN TH1CKNESS PER FOOTING SHCEOU1E, RE PLAN 1'-10" 1 1/2'CLR • 0'. — ce T.0.0 102•-0" e a • 1. a • FOOTING REINE BARS PER F0011NG 5H(EOULE. RE PLAN THICKNESS PER FOOTING 50(6001E. RE PLAN ISSUED FOR CONSTRUCTION REFERENCE RENSION RECORD DRAWING No DESCRIPTION REV No DESCRIPTION BY CHKD ?SMD APPR'0 DATE ISSUED FOR CONSTRICTION RCH RCM RCH 10/02/13 mpa CONSULTING ENGINEERS Mechanical S4rucfur®U Engineering i Project Management 823 Grand Avenue Ste. 200 Glenwood Springs, CO 81601 Telephone (970) 928-8536 SCALE - U.N.O. SHEET SIZE D DRAWN RIO ,f.C. ArR.HANfON 9/25/13 CHECKED RCH R.C//fR 146frW 9/25/13 DESIGNED HCH RC NERNANSON 9/25/13 DESIGN CHECKED ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING CONCRETE DETAILS CLIENT APPROVED MPA PR01. MAN. DWG No G13070-1-2010 Rev ^ F8 3/8,4,8 W/(3) 34"A323 MN Top of concrete Zn R _ �8eywxl 676 SECTION 11/4' TYP ELEVATION Wf0 Beam Re: Plan Embed PL 1(2,8 12:1'-0 12" AVM 3/4x8 N.A.S. EMBED CONNECTION W10's F8 31,48 W/0)3/4'4325 SCALE r =1-0' SECTION 1. Gap ELEVATION Top of concrete Beyond 08 Beam Re: Plan Embed PL 1/2,8 1241'-012' ww/(8) 3/46 N.A.S. EMBED CONNECTION I,�Q7, C8's 1/ 12. CL ANCHOR SCALE 1' :1'-0' 5/16. Stiffener EA side of web 2, I (6)86 Dern Vertical w/ 12'Hook S blm. Info Fooling Evenly Spaced As Shown SECTION 4 1/4 (3) Ties @ Anchor Rods Re: Balance ofewgs SECTION SCALE 7" = 1'-0" Top o/concrete Beyond W11 Seem Re: Men F81,5,1412' W/(2) 3/4:78. Anchor Rads W/4 1/2'Prq,c4ion d Doable 14,15 1.10' ELEVATION BEARING A W18 BEAMS SCALEe1' =1-0• in T.@ 12'0 C. Max Spacing THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN REFERENCE NOTE EMBED PLATES AND EMBED ANGLES TO BE SUPPLIED BY CONCRETE CONTRACTOR. REVISION RECORD 5'-5 7/8" !2' 13' 1" 17' 6" 2'-3 3/4" 5'-3 3/8" 3' 6" 3' 6" ('3) I 14' 4" 1 SPECIAL PIPE' SUPPORT i1 1 1 —I --I ,,W10x22 I I W10x30 " -r'••\ 3 / I • II l'IW1Otc22 W10x22 !4! I� I x 11 x m I x 13 13 I} I 13 I I} �; 13 'r -• W18650 (CONTIGUOUS 2- PAN) 1 W10x22 %• j \. m H I si} .\ 1 / 5Ij — j r W10x22 x i -r Is la 13 C8x13.75 / / 1 W10x30 1 II TYP @ C8's L 19' 4" (5 1'-11 I/O" 1 I 4'-0 7/8" 1 I 1 3'-8" I IT Im IT IM IrTz 13 13 3 3 3 I I I I so j "' Ix IK I k Ix 1 I: Ix 3 I5 Is I5 5 3 13 I'3 I5 I I I j I I I W18x50 (CONTINUOUS 2-PANI I I ---'----� --'-lib-------� -----� I I I I i I I I I I I I o I e e \ x --,i.% jo I to e x to I x x Ia to Io to 1.7 i3 iS 13 j IS I la I} 1} 13 8x13,75 I j I \ I m -' j I 1 C8x13.7S I 1 i I I I I I i I I I SPECIAL WIPE SUP i i SPE�, --- I --U L-- EMBED LOCATION PLAN SCALE 1/)"_r D" FfIl r 1 1 1 PLANT TYP @ .� W18's LIQ Io (B) -J A) ISSUED FOR CONSTRUCTION DRAWING No DESCRIPTION REV No DESCRIPTION RV CHKD '350'8 A PPR'D DATE ISSUED OCR CDNSTR7CTIDN AED 34' 8CN 10/02/13 CONSULTING mpa ecao®m1Bc®0 A Structured Engineering A Proloc9 Management 823 Grond Avenue Ste. 200, Glenwood Springs, CO 81601 Telephone (970) 928-8530 SCALE - SHEE1 517 0 DR4'28 RD - XS: //tX3t,0((4-21, 7/22/13 (01(8EC Duo RA. N)2I1 J,I'!CY' 10/02/13 7(4(4(0 RCN , C //170444AGR/N 7/22/13 ((960 (110(87ED ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 EMBED LOCATION PLAN (LIEN( APPROVED NPA PROW. MAN. DWG No G13070-1-2011 Rev 0 Able: Vertical well magnet shown forderly Able: Dowels ere in line WIN the hod, mint Mend offset is V. TYF Comer dais et edge when noted Comer dwls TYP on plan or Mails 112'CLR TYP Rein! Lep 6 Hook Schedule SIZE 716 Hdx2 Ld Ldx1 04 8' 1-4• 1-4' 7-0' 05 10' 1'-8' 1'-0' 74' 06 TO. 7-0- 7-0' 4,0" Note: Comerdowsls shell matte 6n Rise e d spacing of the he ',well rain! Hod, well rein( TYP Flan of single centered mat rein/ corm walls Plan ofsing'e cent and met rant cont wells wi comer bars oWn SINGLE MAT CORNER BAR DETAIL Pipeowppo,par Aping Iso Drawings Anchor Rods tor double nth per schedule NoteSet all ender boss with lempbtes 03 Reber ties @12' O.C. (3 © anchor Ws) Vertical Dors Per Schedule Sonolube form per schedule Piece footing on undisturbed native gredr orpmpo$y conpeded 8 tested backbit with engineer's approve) SCALE: 12' = 9-0' TYPE PIPE SIZE FORM 0 ANCHOR RODS VERT BARS A 6' 14' None (4)44 B S' 16' (4) 50&14 on 712'97 12' Square Perim (4)84 C 12' 20- (4) 5'0x14 on 9 9279 12' Square Pattern 1.0104 0 16' 22' (4) 3'4x16 onttkll'Squan Pettem (6)64 PIPE SUPPORT DETAIL If N DOUBT - ASK 1 THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN SCALE: Y4' - /'-0' At A ISSUED FOR CONSTRUCTION REFERENCE REVISION RECORD DRAWING No DESCRIPTOR REV No DESCRIPTION BY CHKD 055'0 APPR'O DATE ISSUED FOR CONSTRUCTION AED DAN RCH 10/02/13 mpa CONSULTING Eb�INEERS G, ochon6cccO 2L $4r'aoc4aorag Engineering A Project Management 823 Crowd Avenue Ste. 200 Glenwood Springs, CO 81601 Telephone (970) 928-8536 SCALE - 5NEE1 512 D DRAWN RCP R.l. NONEEEKA(fi'AV 7/22/13 CHECKED DAH QA. N0.1444NICT 10/D2/13 0E5119(0 RCN R.c lieVe4NSON 7/22/13 DESIGN CHCCK(0 ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 CONCRETE DETAILS CLIENT APPROVED KPA PRO, MAN. DWG No G13070-1-2012 Rev ^ ROOF MOUNTED VENTILAT ON rFANS 11,000 (FM Al EACH ENO W/5,000 00UM FAN AT (ENTER A\ WALL MOUNTED VENTILATION LOUVERS PER SPECIFICATION MOUNTED A5 LOW A5 P055IBL 6'-10 RIDGE VENTS PER SPECIFICATION /Av T.Q( 16'-11 13/16 T -i 11/16 LOOKING NORTH END VIEW WALL MOUNTE0 VENTILATION LOUVERS PER SPECIFICATION WITH BASE APPROX 18" ABOVE T.O.( =1J 8"o NOM. 14 FOUNDATION ROOF MOUNTED VENTILATION FANS 11,000 (FM AT EACH ENO W/5,000 (FM FAN AT (EN ER /6\ T RIDGE VENTS PER SPECIFICATION LOOKING SOUTH END VIEW O SCALE( 0 ICM Omer - Asc, THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN REFERENCE /51 ROOF MOUNTED VENTILATION FANS 11,000 (FM AT EACH END W/5,000 (FM FAN AT (ENTER 1 LA 12' WIDE ROLL-TOP _ DOOR /V\ 2ION MANUAL CRANE (NANO — GEARED FOR ALL MOVEMENTS) VEN00R TO ADVISE RAIL SUPPORT BEAMS-- AND EAM5-ANO CONNECTION TO COLUMN REQUIRE() 121 MANUAL CRANE) PROVIDE PIPING PENETRATIONS (SEE PLAN NOTESI. 2 LOOKING EAST SIDE VIEW -RIDGE VENTS PER SPECIFICATION J -METAL BUILDING ERECTOR TO CINCLUDE IN PROPOSAL THE ADDITION OF MAN 000R IN EXISTING BUILDING OCRING INSTALLATION MAXIMIZE CRANE ,MAXIMIZE (OVERAGE 41-4 CLEAR REQUIRED MAXIMIZE CRANE HOOK COVERAGE as us T.O. FLOOR) LOOKING NORTH SECTION 0S ALE SECTION NOTE: 1. SEE RFP SPECIFICATION FOR FITTER/MANIFOLD BUILDING B0-001, 001 # 013070-13-3001 FOR ADDITIONAL REQUIREMENTS 8 INFORMATION. 2. PROVIDE OPENINGS FOR PIPING PENETRATIONS (PIPING IN PLACE PRIOR TO ERECTION OF BUILDING, LOCATION SHOWN SHALL BE TAKEN AS APPROXIMATE UNTIL (ONFI0MEO IN FIE101. 3. ALL PIPE 026010AT10N5 FOR 8" NOM CIA. PIPE UNLESS NOTED OTHERWISE ON DRAWINGS. (1) ROOF MOUNTED VENTILATION FANS 11,000 (FM AT 14(N END W/5,000 (FM FAN AT CENTER MAXIMIZE CRANE 'HOOK (OVERAGE 42'-3 1/4" (-5 MAXIMIZE CRANE • HOOK (OVERAGE 0 3/4" 5'-i 3/ NOM. IN PENETRATIONS FOUNDATION (SEE PLAN N01E51. 16'-8 3/4" NOM. IN FOUNDATION_ LOOKING WEST SIDE VIEW° 'SCALE "/B '-1' 0' /j (j) (0 ..T . 1•_ 1T-3 3/0" 1 I 1 I JI i STRUCTURE - j FRAME LINES, TM. LINE OF EXISTING METAL BUILDING ASSUMED MAX II, COLUMN SIZE: 19" II DEEP AND 12" WIDE, VENDOR TO VERIFY ii 11 13 017 —1)44— LA LA MODIFY EXISTING rt METAL BUILDING -‘.1 FOR NEW MAN 0009 ROOF PLAN SCALE 1/8 -T 19'-8 3/8" ISSUED FOR CONSTRUCTION REVISION RECORD ORAMND No 0E0BR191101 REV No DESCRIPTION BY DMKD 35GD APPR'D DATE ,5512ED FOR CONSI000TION Rol R(0 10/02/13 mpa Campa M®chcnic®V &S Sfruc89oraa Engineering 8 Krolec9 Management 823 Grand Avenue Ste. 200 Glenwood Springs, CO 81606 Telephone (9705 928-8536 SCALE - 11101 1110 0 00700 RCi RC NfRM¢WCW )/2/13 [0000(3 RCi RC NfRNAMION 7/2/13 00510000 0001 RC NfRANAl0. 7/2/13 DESIGN 1HE(K - ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 GENERAL ARRANGEMENT 0.001 < 977 RADA VAk DWG No G13070-1-3001 Rev 0 STEEL NOTES: 1. FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION. 2. ALL STRUCTURAL STEEL ANGLES AND CHANNELS SHALL CONFORM TO ASTM A36. Fy=36ksi. ALL W SHAPES TO BE ASTM A-992 Fy=50ksi. 3. ALL PLATES, CONNECTION PLATES ANO SPACERS SHALL BE ASTM A36 3/8" PLATE U.N.O. Fy=36ksi 4. ANCHOR BOLTING TO BE ASTM A307 GALVANIZED U.N.O. 5. FLOOR GRATING TO BE GALV. SERATED 1 1/4"x3/16" WELDED STEEL BAR GRATING, WITH CROSS BARS AT 4" ON CENTERS, TYPE W/B MANUFACTURED BY HARSCO CORP/IKG INDUSTRIES DIVISION OR APPROVED EQUIVALENT. ALL FLOOR GRATING TO BE REMOVABLE 6. ATTACH GRATING TO SUPPORT CHANNELS USING GALVANIZED CLIPS AND SELF TAPPING SCREWS, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 7. ALL WELDS CONTINUOUS 1/4" FILLET WELDS U.N.O. 8. ALL WELDERS & WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE TO AWS 01.1. ALL WELDERS MUST BE QUALIFIED FOR VERTICAL & OVERHEAD WELDING IN ACCORDANCE WITH AWS D1.1 CODE FOR 3G & 4G POSITION. 9. ALL SHOP & FIELD WELDS TO BE VISUALLY INSPECTED IN ACCORDANCE TO AWS 01.1. 10. ALL SHARP CORNERS SHALL BE GROUND SMOOTH. 11. PAINT PER ENCANA SPECIFICATION. 12. CONNECTIONS SHALL BE DETAILED AND FABRICATED AS SHOWN ON THE STRUCTURAL DRAWINGS. SUBMIT DESIGN CALCULATIONS, BEARING THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN COLORADO ANO CONNECTION DETAIL DRAWINGS TO MPA FOR APPROVAL PRIOR TO FABRICATION. CONNECTIONS TO BE DESIGNED IN ACCORDING TO AISC MANUAL OF STEEL CONSTRUCTION, 1411-1 EDITION. 13. CHANNEL DIMENSIONS ARE TO BACK OF MEMBER AS SHOWN ON PLAN. 14. PROVIDE BANDING BARS & KICKPLATE @ GRATING PENETRATIONS WHERE REQUIRED BY OSHA. 11 N DOUBT - ASK 1 1/4" 1/4" DETAIL GRATING, RE: PLAN 3/8" SINGLE SHEAR PLATE WITH 2 - 3/4"95 A-325 BOLTS, PROVIDE LONG SLOTTED BOLT HOLES @ BEAM W10 1/2" EMBED PLATE CONCRETE FOUNDATION WALL SCALE.1 1/2"=1-0 1/4" 1/4' Jar DETAIL L. GRATING, RE: PLAN 3/8" SINGLE SHEAR PLATE WITH 2 - 3/4"0 A-325 BOLTS, PROVIDE LONG SLOTTED BOLT HOLES @ BEAM W10 1/2" EMBED PLATE CONCRETE FOUNDATION WALL SCALE 1 1/2"=1'-0 DETAIL GRATING, RE: PLAN L2x2x3/16" EMBED ANGLE FOR GRATING SUPPORT AT ALL LOCATIONS EXCEPT EMBED PLATE LOCATIONS SEE DWG. 613070-1-2001 CONCRETE FOUNDATION WALL SCALE 1 1/2"=1'-0 I ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARI, ELECTRICAL ROUGH IN APPROVAL. REQUIRED AT FRAMING INSPECTION . ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION' 1,-0" rn a (1-,) I i SPECIAL IPE SUPPOOT 13'-1" 17'-6" 3 T66'-3" 14'-4" W10x22 C8x13.75 CO m // x JIx _o r 10 [W10x22 C8x13.75 i , I 1 iO W10x30 ..-.r-, 1 13 1 \. j 1 I , 1 II 1! ! I tt1''.° lz;;\ 1 4I- F-' I-'- [W10x22 W10x22 W10x22 W10x22 C8x13.75 j 8x13.75 1 I 1-1 [8x13.75 i {W10x301 m N lIl 0 H I(8x13.75 p 8x13.75 0 0 [8x13.75 [8x13.75 6'-5 7/8' STAIR & CON[ LANDING PER CFR 29 (OSHA) '-3 13/16" 5'-3 3/8" HH% !0 10 to to lox lox i3 !3 i3 i 1 ! GRA41NG L0A0 BARS, U.N.0.-1 i i ! 1 r 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" MAN DOOR WITHOUT STAIRS, RE: PLAN NOTES (5 ! I Io !m Ix Ix Ix Ix !x i3 !3 i3 3 i3 ! ! ! ! I 1 ! ! i ! I I ! W18x50 (ONTINUOUS 2-S'AN) i k2;c\" 1 1 1 I 1 !m Im !m !o Io !o I5 I5 5 I I 1 i 1 1 Alk 3,-7" I 1 I 1 I I L -_ 3'-7" 4'-4" NOTE: EMBED PLATES AND EMBED ANGLES TO BE SUPPLIED BY CONCRETE CONTRACTOR. PIPE JUST ABOVE FLOOR LEVEL FLOOR FRAMING PLAN SCALE 1/4'_0' 0" ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPr;CTION 1m Ix 3 ! I 2'-10" 3'-11' STAIR & CON[ LANDING PER CFR 29 (OSHA) PLANT 2'{•11" Im M1m t -F1 0 i3 i3 i3 1 i I i I I I 1 SPECIAL PIP4 SUPPbRT a 0 3'-4" 2'-8" 4'-8" 0 s (B; 'A) ISSUED FOR CONSTRUCTION THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN REFERENCE REVISION RECORD DRAWING No DESCRIPTION REV No DESCRIPTION BY CHKD DSG'0 APPR'0 DATE 556ED FOR CNSIRLC'ION RCH DAH RCH 10/02/13 mpa CONSULTING ENGINEERS Mechanical t Structured Engineering Prolec4 Management 823 Grand Avenue Ste. 200 Glenwood Springs, CO 81601 Telephone (970) 928-8536 SCALE - U.N.D. DRAWN PC4 RC. /498414,410N 0111CKEO RCH RC. HEXAIAALrON DESIGNED RCH RG NfXMWA(0ON SHEET 512 D 7/22/13 7/22/13 7/22/13 DESIGN CHECKED ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING BG -001 STEEL FLOOR FRAMING PLAN WEN APPROVED MPA PROD. HAN. °"`G"° G13070-1-3002 Rev 0 1/4 1/4 W18x55 COPE T&B FLANGE Ltia 3 - 3/4"0 A-325 BOLTS @ EA. LEG PROVIDE SHORT SLOTTED BOLT HOLES @ BEAM 3/8" FITTED STIFFENER BOTH SIDES W8 COLUMN 2 _ DETAIL SCALE 1 1/2"=1'-0" GRATING, RE: PLAN 1— L3 1/20 1/2x3/8" x 0'-11 1/2" W/ 4 - 3/4"0 A-325 BOLTS @ EA. LEG PROVIDE LONG SLOTTED BOLT HOLES @ BEAM 2 - L3 1/2"x3 1/2"x3/8"x0'-11 1/2" W/ 3- 3/4"0 A-325 BOLTS. PROVIDE LONG SLOTTED BOLT HOLES @ BEAM W10 REPLAN 1'-0" W18x55 3/8" FITTED STIFFENER BOTH SIDES 1/4" DETAIL SCALE 1 1/2".1-0 1/4" 1/4" 4 - 3/4"93 A-325 BOLTS 3/4" COLUMN CAP PLATE W8 COLUMN W10 RE:PLAN W10 RE, PLAN 1/4 1/4 3/8" SINGLE SHEAR PLATE 1/2" RETURN W/ 2 - 3/4"0 A-325 BOLTS 1/4"AT TOP, TYP. PROVIDE SLOTTED BOLT 1/2" EMBED PLATE HOLES @ BEAM ENDS CONCRETE PILASTER ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION rw1C n8AWING IC NDT VAI In IINI FCC THF I ATFCT PFVISIDN INITIAI S APF HANOWPITTFN COPE T&B FLANGE STEEL NOTES: 1. SEE SHEET 3002 FOR STEEL NOTE CONNECTIONS SHALL BE DETAILED AND FABRICATED AS SHOWN ON THE STRUCTURAL DRAWINGS. SUBMIT DESIGN CALCULATIONS, BEARING THE SEAL ANO SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN COLORADO AND CONNECTION DETAIL DRAWINGS TO MPA FOR APPROVAL PRIOR TO FABRICATION. CONNECTIONS TO BE DESIGNED IN ACCORDING TO AESC MANUAL OF STEEL CONSTRUCTION. 14TH EOITION, 3 SIDES CONCRETE FOUNDATION WALL rl GRATING, RE: PLAN DETAIL SCALE 1 1/2"=1'-O 3/8" SINGLE SHEAR PLATE W/ 2 - 3/4"� A-325 BOLTS PROVIDE SLOTTED BOLT HOLES @ BEAM ENDS DETAIL SCALE 1 1/2"=1'-O 2 - L3 1/2"x3 1✓2"x3/8"x0'11 1/2" W/ 4- 3/4"0 A-325 BOLTS. PROVIDE LONG SLOTTED BOLT HOLES @ BEAM W18x50 -1/2" EMBED PLATE SEE DWG 313070-1-2001 COPE T&B FLANGE ISSUED FOR CONSTRUCTION REFERENCE DRAWING Na DESCRIPTION REVISION RECORD REV Na DESCRIP11GN 93 CHKD ''1331) APPR'D DATE 6 ISSUED FOR COHSTRUCTKIN RCM RC1 001 10/02/13 mpa CONSULTING ENGINEERS Mech®r c iA S4u'aict u d EngIneerMlg L Project Management 823 Grand Avenue Ste. 200 Glenwood Springs, CO 81601 Telephones (9705 928-8536 SCALE- V.N.O. { SHEf1 SRE O DRAWN ICH ,PC N0914ANS31, 8/14/13 CHECKED ICH 43C fffP.4A.4CreFA, 8/11/13 80513100 DAH an. kcsrsavrcx 8/14/13 DESIGN CHECKED CLRN1APPROVED MPA PRO). MAH. ENCANA MIDDLE FORK WATER TREATMENT FACILITIES IMPROVEMENTS FILTER/MANIFOLD BUILDING STEEL FLOOR STRUCTURAL DETAILS DWG No G13070-1-3003 Rev ^