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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-10-13-3028 WPX Energy/Jolley Family LLP Compressor Bldg, Well Pad KP-24-16 Silt, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 3) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 4) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 5) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 7) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. l` See Cawal.07/.5 o7‘A-k/w/`/L -e7airc1zu • ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE C0L0RN O STATE ELECTRICAL Bf ]kRl ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION APPROVED SUBJECT TO Norm ZXCEPTIONS ,' Dis Ecnorirs GARFIELD COUNTY Bua.DEPARTM.= T Dare & / BY LD COPY NO INSPECTION WITROUT THESE PLANS ON SITE Page of OJ C LLi r S ma N co us 1- V] cri L i . Ciick on the Map to Identify \ NI..., 'J ' " " 0iJd[7Rtveet •.•_ ' a ---- -- -- L _ 1 r 218116300085 (Parcel Boundary) . Results Owner Information IOLLEY, RICIIARD & MARY FAMILY LLLP 1288 COUNTY ROAD 245 NEW CASTLE, CO 81547 Parcel Number: 218116300085 Site Information Acres: Account Number: R017216 Links Garfield County Assessor Data Garfield County Treasurer Data } \ 278102.388.4381079.153 •i- •: r. ?o0' • REF. PT. NwCOR#3 F 1.1' 6P/sB EXISTING •RATHOLE Bo' •C 12.3' • 5�!• COF{�-. PIT -& EXCESS • ., • • 0 20[1' EF PT.• gyp- ail - ELiab a> PLAT #2 AACa, OCESSSTING �PIT & PAD LAYOUT �.ti -' I NE CDR .#5 j F 5:9' • r 1-1-- 4../ : /' / JOLLEY 16-3 JOLLEY 16-4 c as' 10D' JOLLEY 16-1 ...me rVIR Eye[ , x 21 COP113Fv S UILDIKIG rr/. rr BB LEGEND; - BP - BRUSH PILE/.BARRIER 58 -- 5 R W'8-ALK BARRIER Ca I'•= CONTAINMENT BERM SE COR.7 TOTAL-CiISTURBED AREA = 2.38 AG. :)c2j4cc . TOPSCI1- EXISTING TOPSOIL PILE C®Ns-mu iION bk \i,m•ra 0012 UNmie Go 81�52 CgiC�)8��••��53 ,IN SCALE: ESTIMATED DIRT QUANTITIES (YDS) ITEM CUT FILL TOPSOIL EXCESS PAD 4200 2275 1600 325 PIT 2575 2575 roTALSI 6775 2275 1600 2900 REVISED: 5/13/06 0JION °I•lRCT.'Y 1"=3D' I SHEET: 2 of 9 ,7 e, 0 x CD ad] H?d3AO 6 „ 21' „ 3070 4 12,E 16'x21'x10' ROTA VT 3070 eJOSS]eidW00 r O P1 z_ z GENERAL NOTES 0 1. THE GOVERNING CODE IS THE INTERNATIONAL BUILDING CODE 2009 EDITION. O 2. MINIMUM DESIGN LIVE LOADS SHALL BE: 40 PSF - ROOF SNOW LOAD 90 MPH - DESIGN WIND SPEED (EXPOSURE C) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF THE STRUC- TURE, ORIENTATION, BENCH MARKS, REFERENCE FLOOR ELEVATIONS, LINES, AND GRADES. 8c Assosiates d. b. a 0 Q CO IC o CO 4-4 .01 J T 7 W 0>- <0 Quiz w no- O Rev #1 JULY 12, 2013 Sheet #1 Scale:1"=3' NM LIC # 89973 2/12 SLOPE HAT CHANNEL 2' O.C. MAX (2) 2.5" 11 GA SQ. TUBES AT HEADER 2 PIPE AT VERTICALS 1 0' 16' 1 10" t , , J L,_6 6„ 3'-6„ 6 3' 6„ 3,-6' `)1 1 12'- 1'-6" 10" & Assosiates MAIN ST. 03 NM 87901 LJ >- < 0 CL Oz (f)w Rev #1 JULY 12, 2013 Sheet #2 Scale:1"=4' NM LIC # 89973 z 0 Ial C7 zla¢ x N 2x3 ANGLE IRON 4 2x3 ANGLE IRON 2x3 ANGLE IRON 2x3 ANGLE IRON 3' -ili,....._ I 3/4 ANCHOR1 AP ► 3X3 PLATES 3X3 PL 3/4 ANCHOR 3X3 _- PL R 3/4 ANCr-! 8" — 3/4 ANCHOR ALLIED ZINC COATED ALLIED ZINC COATED ALLIED ZINC COATED 16ga. 4 1/2" C PURLJN HAT CHANNEL 2.5"11GA TUBING FRAME 2.5" SQ. 12GA TUBING 2" SQ. 15GA TUBING 3"X 1 1/8" 12 GAUGE 0 RIDGE J TRIM L BASE ANGLE TRIM TRIM CAP TRIM RAKE 40 29 GA ABC GALVALUME SHEETIN TYPICAL SCREW PAT' in 3FT GROUND ANCHOR BUILDING GROUND RAII 11ga. MANDOOR FRAMING C PURLIN HANGERS • GROUND RAIL & Assosiates 8180 E. MAIN ST. W Qz V 1 U Rev #1 JULY 12, 2013 Sheet #3 Scale: NTS NM LIC # 84973