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Home My WebLink About20153137.tiff a Vicinity Map o p � I I - 1------ wcR 1�z 1i� L77 F:- 1 _ I _ i H i r5 y • . ` I 1MC R 120T I ' L „...., 4 * I 4... rs 'J ;61 i --- 7 Ir- WIC R 118 , _ n_ H I 1 .-•-. » I I WC 116 -i w 1 -i .-- `ti, rti _ L- I f �- L L I 1,_. II r ' j - N I 1 1 l �� ti L (TE 1 I II 1 [ I II I III' r VCR I I } I I I I rT1+ L_ WCR 110 112 I 1I it { I __ 1 a �!-1 ,_ WC R 110 _ Hp I I_ - I i assimr.• 2 [ e 1 w l-- W I I -. - HiI AftJ : r L - Sotraes II : 1 terry p, inaernent P Cor :� USQ6: FAO: NPS: ,cAt4, �Ea5e, 1GNL Kadasterl7tvey, riJapan, METI, EsriChins g .on s r0ssta Jv1a . Jndia,A__- — j I I apenStr�etMab nt,}itx.#ar andIthe�i iise Community I 1 T L_ Aerial I 1Plemismiligininj-___ _ _ _ _ _ _____ _ _ . Cits till" - - -. - - . - e - t _ Approximate location of tower WC 116 -------blisli _ . ' W finiptill _ _!INI" * . _ _ . . E it I I it li .1 N gr DL �. SITE --Ns> . a x WHITING OIL & GAS CORPORATION RAZOR COMMUNICATION TOWER Exlath g ay xy 16" LW mD Existing USR — 11A co 4 'en_ �G_ , - - � — 49� 4g60 SECTION 23 , T10N, R58W, 6th P .M. N 2 um. Sec.Cap 23 49, SE Car. Sec. 23. WELD COUNTY, COLORADO 2012 Alum. Gap, CR 116 Set Slane #28284 as' High N89 35'31 "E - 2663. 79' (Nees.) — ._ . - - •. . - - ... . ? ,. .r — _..:;Ir •"—tI ��..:� la . - - . 0HP - - Section Line / / h N0 0 e'9 Existing ----.-- e 910 Power Line x 49 "al/ i86 e GLard-49 — Pc 3 i\C� ry 4914 —x— — — 5i3� . Existing 'C. 6t` Proposed � � 661:1-1 Fence ver> i \ Access Road Proposed h �Fiber tks Line (By Others) 4966 \ a / — I FGAI DESCRIPTION is 49 4s3o � =05ad e\ x .. -.. � � A TRACT OF LAND LOCATED IN THE NORTHEAST 1 /4 OF SECTION 23, T1ON, R58W, OF THE 6TH P.M., 4932 \ \ � c COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: 493 4 /k 1.111 ACRES \ �(S cc proposed Proposed Standby COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 23, FROM WHICH THE EAST 1 /4 CORNER 4936 4Communicaticn Generator Automatic Switch OF SAID SECTION 23 BEARS 50029'12"E, THENCE S73'11 '15"W, 651 .75 FEET TO THE TRUE POINT OF 4936 (70/17 Kith Fence Proposed 20 kW LPG BEGINNING- 2°) it / Standby Generator W a% a,�� THENCE SO1 '04'09"W, 220.00 FEET; 49- c p P'c 1 a a earn / G"I THENCE N88'55'51 "W, 220.00 FEET; Proposed 120 CAL THENCE NO1 '04'09"E, 220.00 FEET; N Propose Pr* 100' Rad/us 4996 paa' y4+ Proposed 2072 A/um. Cap, " o rn Communkation THENCE S885551 E, 220.00 FEET TO THE TRUE POINT OF BEGINNING Fall Zone p al Balky /28285, OS High Set Stone a I I I N89'35'31"E — 2663. 79' (Nees.) — rt. CR 776 m e � 'mIGROSS AREA = 1 .111 ACRES, MORE OR LESS. 4992 N86'55 51 W ro w S. Prtcosed(13 220.00'.— a'v v 4-4—c" -4 5336 i Topsoil Stockpile 0 651 j5 Proposed .5. Existing u Access Road LEGAL DESCRIPTION PREPARED 5/02/14 BY: LOREN K. SHANKS, PLS 28285 � - %�/Fe Fence J UINTAH ENGINEERING & LAND SURVEYING y�,� 2970 W. 29TH STREET, SUITE 17 to Existing f 9�Lx� I Proposed o�m dr 970E 506 1544LEY, CO 0631 tower Site I. III ACRES 1 O PROPERTY OWNER'S CERTIFICATE I>, WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC N h DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON. it - —NE 1/4 N o to NW 1/4 I THIS ]AY OF , 20 . NE1/4 tci cc) q BY N NN TIMBRO RANCH & CATTLE CO LLC o I h (-I iN STATE OF COLORADO ) m ) SS N COUNTY OF WELD ) h THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , 20 • 2012 Alum. Cop, MY COMMISSION EXPIRES ♦ 0.4' Hill WITNESS MY HAND AND SEAL NOTARY PUBLIC PLANNING COMMISSION CERTIFICATE THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL •-` REVIEW AS SHOWN AND DESCRIBED THEREON. of O . THIS DAY OF , 20 . 1triA^ `1 co - -SE 1/4- N CHAIR, WELD COUNTY PLANNING COMMISSION I :W STATE OF COLORADO ) to ) SS No COUNTY OF WELD ) O o to THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS 1/16 Section Line DAY OF , 20 . MY COMMISSION EXPIRES . WITNESS MY HAND AND SEAL SW 1/4 SE 1/4 NE 1/4 NE 1/4 NOTARY PUBLIC A a g S8943'12141 — 2634.29' (Nees.) 2010 Alum. Cop, BOARD OF COUNTY COMMISSIONERS CERTIFICATION 1 2012 Alum. Cop, 0. 1 ' High 0.3' High E 1/4 Co, Sec. 24. THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES N 2012 Alum. Cop, HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND 0.4' Hlgh N DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF , 20 . CHAIR, BOARD OF COUNTY COMMISSIONERS O O O O O 0 0 0 - kn ,v b vi ATTEST: (GEODETIC BEARINGS BASED WELD COUNTY CLERK TO THE BOARD ON G.P.S. OBSERVATION) (GEODETIC BEARINGS BASED ON G.P.S. OBSERVATION) BY: SECTION 23 , TION, R58W, 6th P. M. SECTION 23 , T> ON, R58W, 6th P. M. SCALE 1" = 100 ' DATED: SCALE 1" = 500 ' LEGEND: SURVEY NOTES A = SECTION CORNERS LOCATED 1 . RECORDED EASEMENTS AND RIGHTS-OF-WAY WERE NOT UELS, LLC RESEARCHED AND SHOWN PER THE REQUEST OF THE CLIENT. 2. TOTAL ACREAGE = 635 ACRES U I NOAH Vernal, Office 84078 * South 35 9-1 East TOWER/BUILDING IS 220' X 220' = 1 .111 ACRES � Vernal, UT * (435) 789-1017 ENGINEERING 61AND SURVEYING C . ta:Y a il:VA7:ItlC700 C 71: 0 a DATE: 09-22-14 DRAWN BY: J.S. DATE DRAWN: 03-13-14 SCALE: AS SHOWN FILE: 2 4 0 3 8 REVISED: 11-05-14 USR PLAT D0NWHITING OIL & GAS CORPORATION - RAZOR COMMUNICATION TOWER 0 USR 14-00XX SECTION 23 , T10N, R58W, 6th P .M . WELD COUNTY, COLORADO Sec . 15 Sec . 13 Sec . 14 Timbro Ranch & Roberta E. Stanley Timbro Ranch & Cattle Co. LLC Double S. Holdings Timbro Ranch & Cattle Co. LLC Zone: A Zone: A I FGAI DESCRIPTION Cattle Co. LW Land Use: Zone: A Zone: A Land Use: Agricultural A TRACT OF LAND LOCATED IN THE NORTHEAST 1 /4 OF SECTION 23, T10N, R58W, OF THE 6TH P.M., Land Use: Zone: A Land Use: Agricultural COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: Agricultural Land Use: g Agricultural Roberta E. COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 23, FROM WHICH THE EAST 1 /4 CORNER Agricultural OF SAID SECTION 23 BEARS 50029'12"E, THENCE S7311 15 W, 651 .75 FEET TO THE TRUE POINT OF Stanley BEGINNING- Zone: A THENCE S01 '04'09"W, 220.00 FEET; Land Use: Agricultural THENCE N88'55'51 "W, 220.00 FEET; CR 116 _ THENCE N01 '04'09"E, 220.00 FEET; Proposed THENCE S88'55'51 "E, 220.00 FEET TO THE TRUE POINT OF BEGINNING Access Rood GROSS AREA = 1 .111 ACRES, MORE OR LESS. Proposed Communication rower Site LEGAL DESCRIPTION PREPARED 5/02/14 BY: LOREN K. SHANKS, PLS 28285 UINTAH ENGINEERING & LAND SURVEYING Mildred 2970 W. 29TH STREET, SUITE 17 GREELEY, CO 80631 E. Fisher 970-506-1544 Zone: A Land Use: Agricultural PROPERTY OWNER'S CERTIFICATE Sec . 23 GJ Flat Sec 24 WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC Sec . 22 Top LLC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON. Timbro Ranch & Timbro Ranch & Zone: A THIS ]AY OF 20 Cattle Co. LW Cattle Co. LLC Land Use: Zone: AAgricultural Zone: A BY Land Use: Land Use: James B. Gwendolyn TIMBRO RANCH & CATTLE CO LLC Agricultural Agricultural Stanley S. Stanley STATE OF COLORADO ) Zone: A Zone: A ) ss Land Use: Land Use: COUNTY OF WELD ) Agricultural Agricultural THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , 20 . MY COMMISSION EXPIRES . Timbro Ranch & Timbro Ranch & WITNESS MY HAND AND SEAL N Cattle Co. LW Cattle Co. LLC NOTARY PUBLIC N ec USA Zone: A Timbro Ranch & Zone: A Zone: A Land Use: Cattle Co. LLC Land Use: PLANNING COMMISSION CFRI1FICATF Land Use: Agricultural Zone: A Agricultural THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY Agricultural Land Use: RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL Agricultural REVIEW AS SHOWN AND DESCRIBED THEREON. Sec . 26 THIS DAY OF , 20 . Sec . 27 Sec . 25 CHAIR, WELD COUNTY PLANNING COMMISSION Castor Betty Jean STATE OF COLORADO ) ) SS Zone: A Timbro Ranch & COUNTY OF WELD ) Land Use: Cattle Co. LLC Agricultural Castor THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS Nelson Ranches Inc. Betty Zone: A Jean N Land Use: R DAY OF 20 Zone: A Zone: A Agricultural Land Use: Land Use: 58 Agricultural Agricultural W MY COMMISSION EXPIRES . WITNESS MY HAND AND SEAL �G b NOTARY PUBLIC K o - 2,,,. o o 1 BOARD OF COUNTY COMMISSIONERS CER11FICATION VICINITY MAP THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND SCALE = 1" = 1000' DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS D C 8 DAY OF , 20 . E CHAIR, BOARD OF COUNTY COMMISSIONERS ^ / \ ATTEST: F / WELD COUNTY CLERK TO THE BOARD G BY: DATED: J A G L SOH S I FGEND SIIIRVFY NOTES A Ascalon sandy loam, 5 to 9 percent slopes TOTAL ACREAGE = 635 ACRES B Blakeland loamy sand, 6 to 12 percent slopes TOWER/BUILDING IS 220' X 220' = 1 . 111 ACRES C Bushman fine sandy loam, 0 to 3 percent slopes D Bushman fine sandy loam, 3 to 9 percent slopes UELS LLC ^ H E Eckley-Dix-Blakeland complex, 6 to 20 percent slopes AIMS' --I\ / F Epping silt loam, 0 to 9 percent slopes lJlNTAH Corporateal, Office 40 * s543 ) East G Kim—Mitchell complex, 0 to 6 percent slopes vernal, UT *8 * South 7894017 200E ENGINEERING LAND SURVEYING I J H Nero sandy loam, 3 to 9 percent slopes \ I Stoneham fine sandy loam, 0 to 6 percent slopes a c>L:Y 9al:VAI Itit400 . 1 C e :f.. DATE: 09-22-14 J Thedalund—Keota looms, 0 to 3 percent slopes DRAWN BY: J.S. DATE DRAWN: 11-05-14 SOILS K Thedalund—Keota looms, 3 to 9 percent slopes SCALE: AS SHOWN FILE: 24232 REVISED: 00-00-00 SCALE S 1000' L Ustic Torriorthents—Rock outcrop complex, 9 to 40 percent slopes VI CI NITYMAP /pia" /4 O2-g52 Oo ooa N A A /4__k -- ",.. — _.. _._. _^__ _.�N.\\\ a ns-� , 'WC' Pilled we UK Acoac 111 liSt la A 3 I I 'TONER • PARKING GIIMIli' MU uP1i P NOGPOSm PIIOFEPT"NW inib 41 PARTIAL FOUNDATION LOCATION PLAN Twl 1' . A Tsai S,rvroa,SWIMS ONAINNGS alto COMOTRO ON PAER 91222 I AND 2 FOR ARP PONAL INFONYANON i\ WItttbrg Petroleum Corporation KUUD R MO ;Clem' h JD ti DAR GWD ® NO CS Cison:XIXOSS DWP kIMISN.NLT CR rr a OWNS CO r 333-61440 03 \ ,AR flAL Mgr) OCArON PLAN Ni AS ,E,.4 Flo ft1U at�e° ten 0.0 FV an s w>AMOUR c .f .n. nrR-NsatniA RTR—F0N-4001A AS NOTED 6\ 1 #028.5z3 0000,3 PROJECT OVERVIEW NE 1 /4 SECTION 23, T10N , R58W OF THE 6TH P. M . , UTILITY CORRIDOR - WCR116 COMMUNICATION TOWER COUNTY OF WELD, STATE OF COLORADO I 15 i4 COUNTY ROAD 11622 23 14 13 � l 23 , 24 I 'JCOMMUNICATION TOWER SITE AND 15' WIDE ACCESS 1.11 ACRES I I I I LANDOWNER: TIMBRO RANCH & CATTLE CO LLC NE 1/4 SECTION 23, T1 ON, R58W • I I I I Ti ON 2223 23124 R58W • • • I I • I i I I 221 23 23 M 24 27W26 I 26N25 1 i PROJECT Na SHEET 10F 2 WCR116 COMMUNICATION TOWER Pl2175 10200 E Girard Ave SurvTechDATE: Bldg B Suite 330 APRIL 24. zoia 1000' 0' 1000' Denver, CO 80231 �,„„ eY: OVERVIEW • • • • • Z SOLUTIONS Tel: (720) 259-9323 D. eURCHErr Win = SURVEY • MAPPING • INNOVATION CHECKED EN: SCALE: 1" = 1000' ,, BARR #0) 362_, R oc'o© - EXHIBIT "A" NE 1 /4 SECTION 23 , T1 ON , R58W OF THE 6TH P . M . , UTILITY CORRIDOR - WCR116 COMMUNICATION TOWER COUNTY OF WELD , STATE OF COLORADO COUNTY ROAD 116 14 M 13 23II24 CENTERLINE LENGTH I PROPOSED ACCESS ROAD = 340 FEET 220.0' - TOWER LOCATION 0 o 0 N EN COMMUNICATION LANDOWNER: TOWER SITE AND 15' WIDE ACCESS TIMBRO RANCH & CATTLE CO LLC 1 .11 ACRES I NE 1/4 SECTION 23, T10N, R58W 220.0' TI ON EXISTING TOWER @ UTILITY CORRIDOR - COMMUNICATION TOWER SITE �VQ V V�/�� LAND USE FEET ACRES ROAD ROW 0' 0.00 NOTES: GRASS PASTURE 0' 1 .11 LEGEND: 1) PROPOSED TOWER HEIGHT = 100.0 FEET (NO GUY WIRES) CULTAVATED FIELD 0' 0.00 2) TOTAL LENGTH OF 15' WIDE ACCESS ROAD = 340 FEET -x-x-x-x- - WIRE FENCE 3) 9490 FEET FROM CENTERLINE OF PROPOSED ACCESS ROAD TO INTERSECTION OF WCR PERMANENT EASEMENT 0' 1 .11 127 AND WCR 116 TEMPORARY CONSTRUCTION EASEMENT 0.00 PROJECT NO: SHEET 2 OF 2 WCR116 COMMUNICATION TOWER P12175 10200 EGirard Ave SurviocbBldg 13 GATE: Suite 330 APRIL 24, 2014 CORRIDOR '150' 0' 150' Denver, CO 80231 c*AWN 8Y: • • ■ ■ • SOLUTIONS Tel: (720) 259-9323 0 BURCHt.IT CHtUKCU BY: SCALE: 1" = 150' u BARR DON `• I WHITING OIL & GAS CORPORATION II RAZOR COMMUNICATION TOWER 0 ' USR 14-00XX iI ~'-'--\.r. _ � • !� SECTION 23 , T10N, R58W, 6th P .M . WELD COUNTY, COLORADO Veil t i _• `, ' {f li I Sec . 15 T _� Sec . 13 Sec .• 1 Timbro Ranch & Cattle Co. LLC Roberta E. Stanley Timbro Ranch & Timbro Ranch & I Zone: A Double S. Holdings Cattle Co. LW Zone: A I I I FC,AI DFSCRIPTION Cattle Co. LW ILand Use: Zone: A Zone: AI Land Use: Agricultural A TRACT OF LAND LOCATED IN THE NORTHEAST 1 /4 OF SECTION 23, T10N, R58W, OF THE 6TH P.M., Land Use: Zone: A I Agricultural \ ` COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: Land Use: Land Use: ,, I Agricultural Agricultural COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 23, FROM WHICH THE EAST 1 /4 CORNER 9 Roberta E. W " Agricultural � J _ OF SAID SECTION 23 BEARS 50029'12"E, THENCE S7311 15 W, 651 .75 FEET TO THE TRUE POINT OF 11 !' •-• <,-,„ Stanley I BEGINNING- L417 r •�L- 1 _ Well • , } - .! ,,,/ Zone: A THENCE 501 '04'09"W, 220.00 FEET; t I I !j Land Use: I THENCE N885551 W, 220.00 FEET; [1 7� Agricultural / 1VI k ., SCi] OC .1 ;'11 CR 116 _-_ y , r--‘-z... : 48.: THENCE N01 '04'09"E, 220.00 FEET; 4834 - - - _ -- 494- 9 Htg t 4y ,N, -:! u • Proposed . �_ ' ° THENCE S88.55'51 "E, 220.00 FEET TO THE TRUE POINT OF BEGINNING .� ,, , / J Access Rood f Spring '1 / r w8 {� ,/ GROSS AREA = 1 .111 ACRES, MORE OR LESS. \. ' tl Proposed - _ _ " r'� Communication - _ - /,' i Il I / rower Site // I . LEGAL DESCRIPTION PREPARED 5/02/14 BY: r 1I` ;j I LOREN K. SHANKS, PLS 28285 / \ / `,I 5041 .;\ Double /,: i 2970 UINTAHW.ENGINEERING29THSTREET&, LAND SURVEYING N. w - f ip ) \r- Mildred SUITE 17 ( GREELEY, CO 80631 T, j { -,' / ( ) �' E. Fisher 1 970-506-1544 . �i I ? ��//� vr�{/ ; ,•C - Zone: A I . l - - Land Use: I f l ,_; --�. f Agricultural \ �"•• r. / `i PROPERTY OWNER'S CERTIFICATE • 1 Sec . 2`3 ` J 1 Top GJ LLC Sec 24 WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC • Sec . 22 / - / DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON. 486 / / Timbro Ranch & 1' '; Timbro Ranch & Zone: A 1, II . THIS ]AY OF 20 Cattle Co. LLC • / / /i �\ Land Use: J/� Cattle Co. LLC , ( 1 I Zone: A > --).--:j - -, Agricultural BY � ' Zone. A \. Land Use: �'_; 1 ff Land Use: .�� 1 i , . James B. Gwendolyn i ! TIMBRO RANCH & CATTLE CO LLC Agricultural ' f� � f Agricultural _ �: <.,:i‘,\\,, \\•� 1� ,/-4; - Stanley S. Stanley !'; \\) ` 4• a STATE OF COLORADO ) ` , `i1 \ �_ Zone: A Zone: A ) ss I "r " !.-. N. / .. ? - `. U.) : Land Use: Land Use: it COUNTY OF WELD ) /.. - __ / '' , = � _ N. _ �� C 1 , Agricultural ' I `_ Agricultural THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS ` .. ` ii48 4M6 - _ = - 478 / <' _ _ - DAY OF • 20 2/\,. F, ~' - MY COMMISSION EXPIRES . i c. Timbro Ranch & Timbro Ranch & WITNESS MY HAND AND SEAL Cattle . Co. LW Cattle Co. LLC • N _ 1 NOTARY PUBLIC oc USA Zone: A Timbro Ranch & Zone: A \l Zone: A Land Use: Cattle Co. LLC Land Use: PLANNING COMMISSION CFRTIFICATF Land Use: Agricultural Zone: A Agricultural THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY Agricultural - Land Use: RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS 4 7S$ / CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL Agricultural REVIEW AS SHOWN AND DESCRIBED THEREON. Sec . 26 X THIS DAY OF , 20 . Sec . 27 Sec . 25 CHAIR, WELD COUNTY PLANNING COMMISSION Castor Betty Jean STATE OF COLORADO ) ) SS Zone: A Timbro Ranch & COUNTY OF WELD ) I Land Use: Cattle Co. LLC Agricultural Castor THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS Nelson Ranches Inc. Betty Zone: A • Jean N Land Use: R DAY OF zo I Zone: A Zone: A Agricultural Land Use: Land Use: 58 W MY COMMISSION EXPIRES Agricultural *4733 Agricultural ' J 4 WITNESS MY HAND AND SEAL - �: ' 4788 ---- f I nc � o G b. NOTARY PUBLIC l\ K o - G 1 BOARD OF COUNTY COMMISSIONERS CER1IFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES VICINITY MAP HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND SCALE = 1" = 1000' DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS D C 8 DAY OF , 20 E CHAIR, BOARD OF COUNTY COMMISSIONERS ^ / \ ATTEST: F f WELD COUNTY CLERK TO THE BOARD G BY: DATED: J A G L SOH S I FGEND SIIRVFY NOTES A Ascalon sandy loam, 5 to 9 percent slopes TOTAL ACREAGE = 635 ACRES B Blakeland loamy sand, 6 to 12 percent slopes TOWER/BUILDING IS 220' X 220' = 1 . 111 ACRES C Bushman fine sandy loam, 0 to 3 percent slopes - D Bushman fine sandy loam, 3 to 9 percent slopes UELS LLC ^ H E Eckley-Dix-Blakeland complex, 6 to 20 percent slopes AO% ----f\... / F Epping silt loam, 0 to 9 percent slopes lJlNTAH l, Office 40 * *543South) East G Kim—Mitchell complex, 0 to 6 percent slopes vernal,CorporateUT *84078 * (435) 200789-1017 ENGINEERING LAND SURVEYING I J H Nero sandy loam, 3 to 9 percent slopes \ I Stoneham fine sandy loam, 0 to 6 percent slopes a :7L:Y Mil:Va* :Iti;tl c IIC 2 :4..` DATE: 09-22-14 J Thedalund—Keota looms, 0 to 3 percent slopes DRAWN BY: J.S. DATE DRAWN: 11-05-14 SOILS K Thedalund—Keota looms, 3 to 9 percent slopes SCALE: AS SHOWN FILE: 24232 REVISED: 00-00-00 SCALS = I" S1000' L Ustic Torriorthents—Rock outcrop complex, 9 to 40 percent slopes VI CI NITYMAP P EA APC IX Ill Ca GO ''--' � ri C�1 W O I = Cu v u1— Ely C] Z LAJ 2 a� rJ w U �{? Z ~ < `n ~ w r--f 5: N Cs) CU S- Y #PLAN VIEW = w r H 0 a' `� 0 • c W ``\\\��ltttuflltutHrf/N��' _ t CIJ Cad 2 I U t--- CI ELEV. FACE ,•fig°\\ �P`�Q•••�. '��y'''r Ce CI CC 2 �O ` I Z ..�► ti vA I- VIDTH cad•� i . `�•y -- U Q W -reet , U fR •• � „ � _ ,+.r • • tl) 100 ' a cc • (n .3s �O• • �� CD _ t w _ S 8 >s nJ Oatintn1111t GiU) CQ CI: { a CL 1— W N I W z E3 +-+ a W M-j (74 tin 'Q 80' w Al 09 W - T 2+-0' Q0D MNo '� x -t 0- In '-' MQd Ca ca in a CuC - i pi I R1 L9 ISt tia ' N in D r- IICO O _ � isi 0 t- > t- o ce N Q QOD'z-9fri\AONael u 6 Cr w, 2'_0. rn in J IA al IY W a C yi CO to A a. b W 2 \, Q • �. J 4- N W : U W 1` (-9 In N •Q A ao tsi �t •° to = F- C7 40' 0 az �, > t _ O Li < Ia .� 2._0, W D 0 C.! j Z Li D non `r 2 _ .G t/JC/1 WAIE ce I- re W N CL aid � ts � , CU n § 5 > - 0 o � ,� Li O CI" F- W n A ~ O r-+ O co En J ni () in 1-4 2 z ? Z Q G�1 a II Q' I 0 20" Q � 4,., � w o II a- CO ? X a w L. c� o 2'-0- J = • J W D CQ X tf• [1 z a xook .a cu I- _ A G'I C.9 f�l • Z W I4- J Z n .d U W I- _ _� _ S IS © is- IX r-t W W p �.y Z N tU �►71 I I I I I--- '"' Q v I I I I j c d r: _ i- a Li CU Y CL Kai t-- 0 , Inc: -J t o in Q r� 2-_0• Z Z r (4 EASE REACTIONS: as ► ) X . W CO -Jr TOTAL SHEAR = 4KIPS � Q ►�ca wr,� ° I E 0 W a� AXIAL OOVNLOAD = 7 KIPS Li E " Q' WQI_ U -~-IOW UPLIFT / LEG or146 KIPS t W -IJr WPca El) i h * COMP. / LEG 151 KIPS ¢ Q ¢ w = ,` ° D.T. MOMENT zt 260 FT-KIPS 0 a cu u� Ni iC] W fl-i .,r a. W "�' cv o ck up .0-.S ' _ Pi -* 1- o t— c.4 r o X9-to .9-.b 2 `� = z ti �.. D A ' - • �)= t Cl- aC ►--+ ~ I- 1: id id .•- gee/Jai 4 O C tJ �F li W t 1`'` ko LI• = W Q� L CU p w $ HI LS, CN �., uri o W E..., o f reel a w Iii paca , � � z � W � n_ 8z is 1 Q L r cid) CI 10 " EE F- Q W L..1 .J Ce >1 te Z LIZ CO Q a zaz '-_ (/? 1-- 1a = D Z J W L? A �-� Cl. _ (4 I 4J co d Id J---CI 4 1:-1 4i z _ , 1- H ► 4 J � • f � Z I— - -- + O _ ce la '4\1d = ¢ A t,38 �► >- Lai • �+ N1/272 W 0 i� © Q °° • ; Q 6 r0+ 0 W a -N,N1/4,_____.i 1 WclN5 wit ta I A l w Ce J _ 0 LJ 2 U-I CV p a r.-I x to xt I t CI L J J LAI GI Mill ¢ GgNp el; � Q ►~, P-t¢ o 0 o IX ¢ p,- w cs >rt �6(979A. e� +- v Ld o rir Pp o d m CD I 1- \`��►�001111au)It '`�`� t[3D'.�2-9frT\,lONb2i 77ric • • sap a Lti-1p O dO0 -� a _ f • Ost its_ .C. M �1 •:• o? a' t— W M c3 es, i CZ pcN 0 IX t o # /��lJtilNf111 4 1 1111ht� 1...7 .—. 't O U H `* Liw 0 d 1_ a_ _J w I- a ��.s a. m .Q IL 0 LL .0-.S .Q-. S Cla d IX () Qo C x CI o ce d " ty z z 40 O Z , ECIQ " it Q .--i f"id z cm � r W d > � :' CU F-- r cezoZ. ,� b00 dlc XW Q W � � ill 1 in Lr G .� Z T� � D c t j IL Et eL z r _ LA_ii:' N U r-- a I- 0 p 1 �' 5-i FE( Lit rol Z "RI l!) 3 1� m C Cu Ii- NH ni c ) I N .--+ ce two -I d o a_ 0 co le i l., � � alz6 aar r v a -- d Z Z F-- 0 Q ` tSttSSSkyJfff/J// '~C•�� od Z " 4 O CO I tie tc-,tea ,......,. ��, ,��, E ..in . . lV : 2,y% Q Isi N (x • r• ' 4S - --� 2 a � a � .Z p ., , P �• o2 A m ~ p6 3- '-/ 4 U z Z L7 z D O /Jl//l/ifkfltlltll�l�t� 1:5 + � b I� • Li ti H W ce v IY Cl z bi � J - cn � r) A, L lie CU N w -- 0 > o Li tE Q09t b'-Lt€t\AONd21 Cu a -C---3 a A C .} NN i in ir •n, (10 t _J 3 4 'SNNN.N.NN:N: % utdt n Uei :.cow STATE OF COLORADO oF ,� John W. Hickenlooper, Governor Department of Local Affairs % ±" �.c •• Reeves Brown, Executive Director 1.6 Division of Housing Pat Coyle, Director HOUStKG FACTORY-BUILT HOUSING CERTIFICATION MANUFACTURER: Thermo Bond Buildings PLANT ID#: 4050 MAILING ADDRESS: P.O. Box 445 Elk Point, SD 57025 PLANT ADDRESS: 105 E Pleasant Elk Point, SD 57025 TELEPHONE: 605-356-2756 FAX: 605-356-3246 SUBJECT: Manufacturing Plant Certification The Colorado Division of Housing has completed a certification inspection of the above manufacturing facility and found their production line and quality control procedures capable of producing Factory-Built Housing units in compliance with the Colorado Construction Safety Code for Factory-Built Housing. The approved plans and documents shall be maintained on the premises of the manufacturer, available for review by a Colorado Division of Housing Inspector. Any changes or deviation from the approved plans and documents is unacceptable without prior approval of the Colorado Division of Housing. Certification Insignias are authorized to be affixed only to units approved by the Colorado Division of Housing and constructed in compliance with the Colorado Construction Safety Code for Factory-Built Housing. The plant certification is in effect, subject to Colorado State Housing Board Resolution 35, until January 1 , 2015.. Respectfully, 4S)itt.u..14-cgaitt Beverly Bayley, Program Administrator Housing Technology and Standards Section 1313 Sherman Street, Room 500, Denver, CO 80203, (303) 866-2033 http://dola.coloradogov FAX (303) 866-4077 TDD (303) 866-5300 Strengthening Colorado Communities oU"aOa u�v ,67.46'R r - Io$sZ 30000003 LASI'RbVISI:U: REVISION NUMBER: BUILDING EXTERIOR PROJECT 11/26/13 2 ❑ MOCHA WHITING PETROLEUM CORP ❑ OZAREC FOR SIGNA7YIRF.OR STAMPED APPROVAL: ❑ GREY ® OTHER TAN ALUMINUM JOB NO. 131 0- 793 SITE NAME RHYMER, CO SIZE 8'W. OD 12 'L. ODX9 'H. ID DRAWING TITLE DRAWING NUMBER DRAWING INDEX AGB9113 PAGE 1 OF 9 NOTES SHEET AGB9113 PAGE 2 OF 9 BILL OF MATERIALS AGB9113 PAGE 3 OF 9 INTERIOR LAYOUTS AGB9113 PAGE 4 OF 9 ELEVATION VIEWS AGB9113 PAGE 5 OF 9 ELECTRICAL PANEL AGB9113 PAGE 6 OF 9 BUILDING CONSTRUCTION DETAILS AGB9113 PAGE 7 OF 9 BUILDING CONSTRUCTION DETAILS AGB9113 PAGE 8 OF 9 BUILDING CONSTRUCTION DETAILS AGB9113 PAGE 9 OF 9 BUILDING SKID ASSEMBLY 15B0812 PAGE 1 OF 1 TII IS DRAWING CONTAINS PROPRIETARY INFORMATION OF BUILDING FOUNDATION ASSEMBLY 815B0812 PAGE 1 OF 1 THERMOBOND BUILDINGS,LLC-IT IS INTENDED SOLELY FOR THE INFORMATION AND USE OF PARTIES OPERATING AND MAINTAINING T118 EQUIPMENT DESCRIBED HEREIN AND MAY NOT BE USED,REPRODUCED OR DISCLOSrDTO ANY OTHER PARTIES FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THER,MOBOND BUILDINGS.LLC. THERMOBOND tt USAGE UNMANNED SHELTER CODES: BUILDINGS up CONSTRUCTION TYPE _ _VB ,� OCCUPANCY GROUP S-2 2012 INTERNATIONAL BUILDING CODE (IBC) 200 H. Court P.O. Bo: 446, Ilk Point. SD. 67026-0446 STORIES._ __. _ _ _ _ I 2012 INTERNATIONAL MECILANICAL CODE (1MC) Phony606-366-RO9O, www.lhormobond.00m WIN D ND SPEED I23-1411!3 SEC GUST 2012 INTERNATIONAL.ENERGY CONSERVATION CODE(IECC) Scale: NONE Title: FLOOR LOAD 200 PSF 2011 NATIONAL ELECTRICAL CODE(NEC) ROOF LOAD 70 PSF mte:� 11/7113 DRAWING INDEX FLOOR AREA 96 SQ.FT. NOTES: Drawn By: TLII BUILDING HEIGHT 10'-10` PROJECT NUMBER: PROJECT NAME: Model Number. SEISMIC DESIGN CAT D AGENCY LABEL TO BE LOCATED ON INSIDE COVER OF MAIN BREAKER PANEL.DATA WHITING PETROLEUM WIND EXPOSURE CAT C PLATE TO BE LOCATED ON OUTSIDE COVER OF MAIN BREAKER PANEL STATE OF CO 1310-793 AGB9113 INSIGNIA TO BE LOCATED ON OUTSIDE OF DOOR ABOVE PASSAGE. CORP PACE f OF 9 ITEMS SHIPPED LOOSE ELECTRICAL NOTES I. HOLD DOWN PLATES, WASHERS,AND NUTS I. ALL WIRING SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE. 2. ALL ELECTRICAL MATERIALS SHALL BE U,L. LISTED AND CLASSIFIED AS SUITABLE FOR THE PURPOSE SPECIFIED. 3. ALL WIRING SHALL BE SURFACE MOUNTED IN A RACEWAY OR EMT CONDUIT USING APPROVED CONNECTORS,COUPLINGS,AND CLAMPS, ALL CONDUIT SHAH.BE ANCHORED IN PLACE AT APPROXIMATELY EVERY 4 FT. 4. ALL WIRING SHALL BE A SOLID CONDUCTOR, THEN OR THWN COPPER,NO SMALLER THAN A 412. 5. ALL WIRE RUNS SHALL BE CONTINUOUS. 6. LOW VOLTAGE WIRE MAY BE STRANDED. 7. ALL WIRING SHALL BE TESTED AND INSPECTED PRIOR TO SHIPMENT. 8. GREEN GROUND CONDUCTORS SHALL BE RUN TO ALL OF THE BUILDINGS A/C POWERED DEVICES. CONDUIT SHALE.NOT BE USED AS THE SOLE SOURCE OF GROUND. 9. ALL ALARM DEVICES WIRING SHALL BE RUN IN ITS OWN CONDUIT TO THE ALARM CABINET. 10.ELECTRICAL CONDUIT COUPLERS WILL BE STANDARD SCREW TYPE FITTINGS. CONSTRUCTION NOTES INTEGRATION NOTES 1. FLOOR TO HAVE 2X4 JOISTS ON 16" CENTERS 1. STANDARD HALO: 2. FLOOR TO HAVE R-11 FIBERGLASS INSULATION • HALO GROUND TO BE BARE STRANDED 42 AWG. 3.WALLS TO HAVE 2X4 STUDS ON 12"CENTERS 2. CABLE LADDER TO BE MOUNTED AT 7-2"A F.F. 4. WALLS TO HAVE R-11 FIBERGLASS INSULATION 3. 3" X 2" PANDUIT TO BE INSTALLED ON WALLS, 5. ROOF TO HAVE 2X6 JOISTS ON l2" CENTERS 6. ROOF TO HAVE R-19 FIBERGLASS INSULATION 7. ROOF TO BE CDX PLYWOOD 8. PERIMETER SKID TO BE PAINTED WITH RUST PREVENTATIVE DARK BRONZE PAINT. 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR. REVISION LOG DATE DRAFTER CHANGED THERMOBOND 11/21/13 TIMCHANGED ROOF AND WALL FRAMING TO 12" ON CENTER t 1/26/13 TLH CHANGED ELECTRICAL PANEL FROM 30 SPACE TO 40 SPACE BUILDINGS 7141S DRAWINGN ORMAS 209 N. Court P.O. Box 445, Elk Point, SD. 57025-0448 PROPRIETARY INFORMATION OF THERMOBOND BUILDINGS,LI.C.IT IS Phont 906-054-2090. www.thermobond.com INTENDED SOLELY FOR THE Stale: NONE Tide: INFORMATION ION AND USE OF PARTIES 11/M3 NOTES SHEET OPERATING AND MAINTAINING 711E 4➢Ie: EQUIPMENT DESCRIBED HEREIN AND OmwnD MAY NOT BE USED.REPRODUCED OR _Y- TLH DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJECT NAME: Model Number. FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN PERMISSION 1310-793 WHITING PETROLEUM AGB9113 OF THERMOBOND BUILDINGS.LLC. CORP PAGE 2 OF 9 BILL OF MATERIALS NO. QTY. TBB PART it MFG PART # DESCRIPTION 1. I 099.0068 PLYCO 24BZST 3' X 7' STEEL INSULATED DOOR AND FRAME W/ BAKED ON ENAMEL PAINT W/S.S. BALL BEARING HINGES W/ NON REMOVABLE PINS, LEFT HAND OUTSWING 099.0007 SCHLAGE PASSAGE 099-0006 SCHLAGE DEADBOLT 099-0179 FACTORY DARK BRONZE PAINT 2. I 800-100 GPI RECEPTACLE 20A. W/WEATHERPROOF COVER 3. 1 500-103 SPEC GRADE LIGHT SWITCH 4. 1 200-152 QO140M200 200A. I20/240V. SINGLE PHASE, 40 POSITION DISTRIBUTION PANEL W/200A. MAIN BREAKER 5. 1 100-019 8403-058 SINGLE PROGRAMMABLE. H VAC THF,RMOSTAT 6. 1 899-040 W24A1-AOSXPXXXJ BARD 2 TON AIR CONDITIONER W/SKW HEAT 7. 1 550-0012 GBI14412TB1 12" MASTER GROUND BAR 8. I 199-078 B 1449 6-4" CABLE ENTRY PORT 9. 2 500-100 4', 2 BULB FLOURESCENT LIGHT FIXTURE 10. 2 800.0034 GFTR20W GPI RECEPTACLE 20A. 11. 5 800.101 DUPLEX RECEPTACLES 20A. 12. A/R 750.0049 CLR-12-2 12" CABLE LADDER RACK (GRAY METAL TECH PARTNERS) 13. A/R A/R 4" WIRE RACEWAY 14. 1 100.028 16200 SURGE ARRESTOR 15. 5 450-0062 F3X2LG6 PANDU1T DUCT SECTION 6' LENGTH 16. 1 300-0051 4"X4" NEMA 3R JUNCTION BOX 17. 1 399.0020 CP9000-08 BLACK MANUAL WALL PACK DOCUMENT HOLDER THERMOBOND BUILDINGS PRO RIEIDR MYWING M 200 N. Court P.O. Bo: 446, Elk Point. 8O. 67026-0445 NS PROPRIETARY INFORMATION OF TNERMOBONDRUILDI ns,LLC TT13 Phony: 605-066-2090, www.thormobond-coin INF ENDED OLA FOR THO Scale: NONE 9'Ite: BILL OF MATERIALS FOR INFORMATION AN D D USE OF PARTIES OPERATING AND MAINTAINING THE WIC 11/7//3 EQUMMFNT DESCRIBED HEREIN AND W.Urolw B . 8' OD X 12'L. OD X 9'H. ID BLDG. MAY NOT BE USED.REPRODUCED OR _� TLN DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJECT NAME; Model Number. FOR ANY OMER PURPOSE WTI{LOUT THE EXPRESSED WRTTTENPERMISSI0N 1310. 793 WN)T/NGPETROLEUM AGB9113 OF THERMOBOND BUIL DINGS.LLC. CORP PAGE 3 OF 9 NOTES: 1 1'-14° 1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT - REFLECT ACTUAL RUNS IN BUILDING 5'-b I1'-14" b Ir O 888 - 0_ L Olffli)--1 .I..? 1 cv 0 O F- IS 1 10" 9' 9' 10" 4' 1 7 el [ 1 O 9 1:vr:::.':;: . o .i . ` /� FS ^,* % (I=) I' 10 O —'. — r` th oo � ■ o i Pe < I r l a I 1.----- �' 5 ----- L 6 o b U.9' WALL NIPPLE INTO ' 414)(4 NLIA 3R EXTERIOR BOX 7111$DRAWING CONTAINS PROPRIL•TARY(NFORJAAT(ON OF TIIERM0BOND BUULDINGS,LLC.IT IS k, INf ENDED SOLELY FORME INFORMATION ANU USE Of PARTIES IS II OPERATING AND NG THE EQUIPMENT DESCRIBEDDAINIHEUIUNAND I MAY NOT BE USED,--CO 0 ❑ DISCLOS REPRODUCED ED TO AANYO ERPARTI R ES H FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRIT TEN PERMISSION OF THEfU(OBOND UUILD(NGS,LLCI r-r , . , THERMOBOND /\ BUILDINGS 4 imp p 1 209 N. Court P.O. Box 446, Elk Point SD. 67026-0446 Phone. 605-346-2090, vww.thrrmobond corn Scale: /74" = , T!" INTERIOR LAYOUT FOR ( atc: 11/7/13 Da TLH 8'W. OD X 12'L, OD X 9'H ID BLDG, PROJECT NLMBFR: PROJECT NAME: Mode)Number. 1310-793 WHITING PETROLEUM AGB9113 CORP PAGE 4 OF 9 METAL ROOF EDGE METAt Pal l / 1lwlaaau'tisflRtn?AIM ALttM1lAMflftERF)R PANEL - A' IOU Will 4110 - - - - 4a.t MN St OfIT AO• sox to u I I rVS .�• E amcsL Dnwwce ° • I I ° 0 I ' a I I I __I L _ _ _ _ FRONT ELEVATION RIGHT ELEVATION MtlM.MIDI 11X11 0 tAr.ROW IDOtt ALL ULM'St FMEluuN PANTE UMW1M RXI3$$S?AML 0 _ - 888 O R O I Iii„Hsin I °IgI I I i. raI •>_ REAR ELEVATION LEFT ELEVATION THERMOBOND 40 BUILDINGS THIS DRAWING 209 N. Court P.O. Box 446, Elk Point. SD. 67025-0446 S PROPRIETARY INFORMATION OF THERMUBONO BUILDINGS.LLC. rr IS Phan- 166-.761-2000, M1r11.thtrmobODi�•Com INTENDED SOLELYAND OR USETHE Scale: 1/4" = 1' Title: EXTERIOR LAYOUT FOR INFORMATION AND USE OF PARTIES OPERATING AND MAINTAINING THE DPW I1/7/13 EQUIPMENT DESCRIBED HEREIN AND u a 8'W. OD X 12'L. OD X 9'H. ID BLDG. MAY NOTBEUSED.REPRODUCEDOR Rl�, TLH DISCLOSED TO ANY 01 H ER PARTIES PROJECT NUMBER: PROJECT NAME: Model Number: FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN PERM IS saw 1310-793 WHITING PETROLEUM AGB9113 LW THE ILMOBOND BUILDINGS.LLC. CORP PAGES OF 9 FROM rill II V LI, -. 4 43(0 PANEL CIRCUIT SERVICE: AND CIFStGNATION LOAD SCHEDULE LOCATION !mutt* N w if � ;IIA:1 LOAD LOAD >: UM' PHASE .....c.- - < u, rf • - w 2 F a. PHASE UNIT DESCRIPTION d V A A B L 3 l 2W 3 2 B A V A c DESCRIPTION V �.., 1 LIGHTS 2 58$ 1176 20 I 12 Ink ?11 2616 2 10k 10 2 30 5232 I 2 TON BARD HVAC 3 DUPLEXES ? IRO 360 20 1 11 10k --e(513\+-41P---$115-b— 2616 4 S DUPLEXES 3 180 540 20 1 I: ink ---dt b ♦—cfr't.— _ 6 7 CFI 1 180 180 20 1 1? I0k '.L' 8 9 C'EILHNG RECEPTACLE 1 20 I 12 IOk ?0 10 u 11 CEILING RECEPTACLE 1 20 1 12 IUk _0 12 UTILITY 13 — er 14 15 16 ,. (3)E3 R(1)?G 17 13 19 20 MAIN 21 22 PANEL 23 —ro--ip----ro— 24 25 76 27 —41-Tha-- 28 29 30 31 32 33 —*! 34 35 36 WIRING SCHEMATIC 37 38 39 IO Mk 10 2 30 1 SURGE ARRESTOR 40 MAfiSTAI (S8 540 2616 2616 Mnriul it ��.y��`♦,�♦ ♦ �� THIS DRAWING INFORMATION PROPRIETARY OF �� ♦•♦♦��•��• ��• �� THERMOBOND FOR LC IT IS ITIE ��♦;.;.;.;;. ;;.;♦;�.;`;+�♦� ♦♦`;+�♦;♦;�`;.;. OPERAI IN ION ANDM USE C'PARTIES UPERAT ING AND AfARJTAB�PIG THE ✓`♦..♦♦... ♦.��..�..�♦��♦♦♦♦�♦.�♦.♦�+� TOTAL KVA PIL45L'A 5 EQUIPMENT DESC RE AND MAY NOT BE USED,REPRODUCED D OR DISCLOSEDTO ANY OTHER PARTIES VOI.TACF- 1?0r2a0V. CYCLE- MI PHASE: I WIRES: 3 MANUFACTURER:SQUARE.O TOTAL KV,\PHASE D 5.772 FOR ANY OTHER PURPOSE WO NOM ";EL•TRAL ME EXPRESSED WRI1TEN PERMISSIONCATALOG NUMBERS:0013034200 OF 1 HERMOBUND BUU.UINGS,LLC 1. TO,AL AMPS PHASEA 27.3 1AIN EIRLAtttGS �R 200 AMP FRA\1F. fAorCOPPER 22 KA (TRIP: 200 AMP NO EQUAL: 0 APPROVED EQUAL: ® eth u.A.:NS ldS 161,\Irt corrca aus: 200 AMPMOUNTING: SURFACE ® FLUSH ❑ TOTAL AMPS PHASL 13 26 3 THERMUBOND �h `.1^.aY TOP ® BOTTOM 0 BUILDINGS ,I 209 N Court P.O. Box 445, Elk Point. 3D, 07025-0445 Phony e00-360-2o90, www.ihermobond.com Scale: NONE Tide: D,Ie: JI:7`J3 LOAD CENTER Da By: %'LN I'R0JFCt NUMB hR: PROM LT NA, l:: Model Number 1310-793 WHITING PETROLEUM AGB9113 CORP PAGE 6 OF 9 3/4"CDX PLYWOOD NAILED TO2X4 W/.I3t"X3"NAIL 45 MII.REINFORCED'I I'O ROOFING MEMBRANE WALLS ARE FASTENED IN FULLY ADFIERF.D WITH TPO BONDING CORNERS WITH 3/8"X 6"LAO ADHF.SIVETOPIYWOOD ALUMINUM CORNER PIECE ►a►iii3'— BOLTS EVERY 24"O.C. FASTENED W//110 X 2 Ur • - ��>:]►»!i�� S.S. SCREWS 12°O.C. METAL ROOF EDGE t1�I NM LED TO PLYWOOD I IIAI . ..i.�.s.�sssrrrrr�srrrrrs r� 2 X 4 PITTAPEREDH 't'O FORM et 2X 6'S Co 12"O.C. I'I DOW STYROFOAM WETHERMATE ROOF PITCH,NAILED W//112DR•I9 FIBERGLASS INSULATION ill PLUS HOUSE WRAP It-I I S ND NAILS 12"G.C. FA) n FIBERGLASS / lU 2 X 4 TOP PLATE FASTENED TO TOP OF WALL WITH ~ DOW STYROFOAM WETHL'R41ATE I%11�I 412D COMMON NAIL EVERY 12" es PLUS HOUSE WRAP ROOF FASTENED TO WALL EVERY es------ , 24"WITH 3/8"X 6"LAC BOLTS j+ es I/2"EXTERIOR RATED WALL COUNTERSUNK I 1/2" I SHEATHING PANEL WI.!31"X3"NAIL es II) ( 1i1 COVE MOLDING COVE MOLDING II� 1�1 R•tl h INTERIOR WALL AND CEILING TO 12"EXTERIOR RATED WALL FIBERGLASS n DESERT TAN ALUMINUM PANEL1t TO BE FINISHED WITH 3/4" SHEATHING PANEL WL13I"X 3"NAIL PS PREFINISHEU FRP/OSB BOARD III IA1 INTERIOR OF WALL TO SCREWED VERTICALLY 12"O.C. III 1�1 DESERT TAN ALUMINUM PANEL BE FINISHED WITH , PERIMETER OVER STUDS AND SCREWED VERTICALLY 3/4°FRP/OSB BOARD ♦ e1 24"IN FIET.D WIT'S.S SCREWS II I�1 12'O.C.PERIMETER OVER STUDS i n II� I 1�1 AND 24"IN FIELD W/2°S S.SCREWS WALL TO ROOF DETAIL WALL CORNER DETAIL 3 1/2"FIBERGLASS INSULATION INTERIOR OF WALL TO BE FINISHED WITH PREFINISHED FRP/OSB BOARD DESERT TAN ALUMINUM PANEL II �� SCREWED VERTICALLY U"O.C. PERIMETER OVER STUDS AND 24"IN FIELD W2"SS. SCREWS 2"BASEBOARD DOW STYROFOAM WEIRERIvIAIL• NOTES: I 1�' PLUS HOUSE WRAP 1/8"COMMERCIAL GRADE TILE I�; 1 . ALL PLYWOOD SHALL BE NAILED EVERY 6" AROUND 1/2"EXTERIOR RATED WALL PERIMETER AND EVERY 12" IN FIELD. SHEATHING PANEL W/.0 I"X 3"NAIL 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE, ALL SEAMS TO BE LAPPED WALL FASTENED TO FLOOR EVERY 6" AND TAPED W/SEAM TAPE. 24"WITH W X 3"LAG BOLT 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH 2 X 4'S @ 16"G.C. • POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. R•1 I FIBERGLASS BOTTOM OF WALL SEALED WITH 4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2. CONSTRUCTION ADHESIVE SEALANT 5. ALL CDX, EXTERIOR SHEATHING &T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498)TO 3/4"T&G STURD-t-FLOOR NAILED ALL STUDS BEFORE NAILING. -�-�- - -,--:•-'`�3 TO FLOOR FRAMINGW/.13L"X3"NAIL Itl THERMOBOND BUILDINGSBOTTOM OF FLOOR IS 3/4"CDX PLYWOOD Yr X 3"LAO BOLT 6 12"o.C_ oh / SEALING WITH AN ASPHALT UNDERCOATING " THIS DRAWING CONTAINS 209 N. Court P.O. Bo: 446, Elk Point. SD. 67026-0446 AND A III X 16 X AI I WIRE MESH FOR RODENT % 6 X 09 DRAM PROPRIETARY INFORMATION OF PROTECTION UIERMOBONDBUILD:NW,LLC IT IS nom 006-366-2096, www.lhorTnobond.com INTENDED SOLELY FOR TIIE Scale: NONE Tide: BUILDING CONSTRUCTION INFORMATION AND USE OF PARTIES . OPERATING AND MAINTAINING THE bale: 11/7/13 .,•..,.,. .•. •. EQUR`MENTURSCRMWEU HEREIN AND DI� s . DETAILS MAY NOT REUSED.REPRODUCED OR _WRY. TLH FOR AN 0 TO THER PURPOSE OTHER PARTIES PROJECT NUMBER: PROJECT NAME: Model Number: WALL TO FLOOR DETAIL FOR OTHER PURPOS PARTIES S THE EXPRESSED Winn ENPERMISSION 1310-793 WHITING PETROLEUM AGB9113 OF INERMOBMND BUILDINGS,LLC CORP PAGE?OF9 3/4"T& O STURD-I-FLOOR NAILED TO FLOOR FRAMING 118"COMMERCIAL WITH .I31" X 3"NAILS GRADE TILE }}}}}f>>>>Xh)} >/ }}}))})>))))>}}) }}}} >>>>>>>>>>>))))\ 2X4:S@lb"O,C. R-I I FIBERGLASS INSULA]ION \>>>>>» >\>>>>>> }}}}»}}}}}})>>>>>>>>>> >>>> >> }}}}}}}}}}}}f BOTTOM OF FLOOR 15 3/4"CDX PLYWOOD SEALED WITH ASPHALT UNDERCOATING AND A 18 X 16 X .011 WIRE Ff.OOR PANEL MESH FOR.RODENT PROTECTION FLOOR DETAIL INTERIOR TRIM STRIP FASTENED INTERIOR FRP/OSB BOARD FASTENED TO 2 X 4 W/N8D FINISH NAIL. NOTES: 1. ALL PLYWOOD SHALL BE NAILED EVERY 6" AROUND ` + ` ��TTOSEAM ` PERIMETER AND EVERY I2" INFIELD. ` ` ` ` ` ` ` ~ ` ` ` ` 1 ` ` ` ` ` ; ` ' ~ ` ' DESERT TAN ALUMINUM PANEL SCREV 2. HOUSE WRAP TO BE INSTALLED 118" BELOW SHEETING AND VERTICALLY 12"O.C.PERIMETER EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED OVER STUDS AND 24"IN FIELD 6" AND TAPED W/SEAM TAPE. 2 X 4'S © 12"G.C. W/2"S.S.SCREWS 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH R-1 I FIBERGLASS INSULATION POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. R #2. > )) ) > } > > > > » 1)> > } } } } > > > 1 » ) > } } } } } } } } }) } ) } } } } > } } } > } } }, } } 4. ALLSDX,EXTE IORSHEL ATSING & T&GGLALL BE SPF #GLUED 5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498)TO ALL STUDS BEFORE NAILING. DOW STYROFOAM WETHERMATE 1/2" EXTERIOR RATED WALL PLUS HOUSE WRAP THERMOBOND 0 SHEATHING PANEL W/.131"X 3"NAIL BUILDINGS THIS DRAWING CONTAINS PROPRIEI AR?INFORMATION OF 20D !L Court P.O. Box 448, Elk Point. BD. 67026-0446 THERMOBOND BUILDINGS.Lit.IT IS Phone 806-366-2000, www.Lhermobond.eom INTENDED SOLELY FOR Tile Scale: NONE INPORMATHON AND USE OF PARTIES Tine; BUILDING CONSTRUCTION OPERATING AND MAINTAINING PIE Dam: JI/7/J3 EQUIPMENT DESCRIBED HEREIN AND DmImB DETAILS WALL DETAIL DSCNOT EDE USED. NYOTREPRODUCED S y: TLH DISCLOSED TO ANY OTHER PARTIES pRf)JEC]"NIIMIiER: PROJECT NAME; Model Number. FOR ANY OTHER PURPOSE WITHOUT THE exraESSfi0 WRITTEN PERAOSSVN 1310-793 WHITING PETROLEUM AGB9113 OFTHER.MOBOND BUILDINGS,LLC. CORP PAGE.?OF9 3X 4 ON CENTER LINE OF ROOF ANDFAS TENED MODE WI III II 060D NAILS EVERY ICO.C 2 X4 TAPERED 10 FORM ROOF PITCH 314"CDX PLYWOOD;IAI LED TO 2 X4 WWI"X 3"NAILS ill 3X6 ROOF JOIST I( SPACED 12"0 C V�� 1 INTERIOR PREFINISII I'RP/OSt3 I D BE. FAST ENEDTO ROOF JOISTS WIPED FINISH NAIL. ROOF STRUCTURE END DETAIL 314"COX PLYWOOD NAILED 3 X6 ROOF JOIST TO 3 X 4 1/.131"X J"NAILS. \1/4SPACED I N O.c NOTES: 1. ALL PLYWOOD SHALL BE NAILED EVERY 6" AROUND PERIMETER AND EVERY 12" IN FIELD. X Xi V ' - y , 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND VAn/ EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 6"1T111 AND TAPED W/SEAM TAPE. IL 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURET'POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. 4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2. 5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS OOIJB LE2X4TOP PLATE e. WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO ALL STUDS BEFORE NAILING. THERMOBOND (10 BUILDINGS ROOF STRUCTURE SIDE DETAIL T iIII sDRAWB4GCONTAINS PRt1PRIETARY INFORMATION OF 200 K Court P.O. Boa u6, Elk Point, SD. 57026-0446 TJIERJ.1O9ONUBUILDfNGS.LW.II IS Peone 606-366-2000, www.thormobond.com INTEINFONDED SOLELY RMATION ANDToit ENE USE OF PARTIES Sl` NONE T1!1e BUILDING CONSTRUCTION OPERATING AND MAINTAWINC THE Dole: 11/7/13 EQUIPMENT DESCRIBED HEREIN AND Drawn By: DETAILS MAY NOT BE USED,REPRODUCED OR TLH DISCLOSED TO ANY OTHER PARTIES pttOJEC NUMBER: PR0JECTNA.ME: Model Number. FOR ANY Oil EU PURPOSE WITHOUT THE EXPRESSED WRITTEN PERMISSION 1310-793 WHITING PETROLEUM AGB9113 OF THERM MOND BUILDINGS,LW CORP PAGE 9 OF 9 I1'-10 1/4" 0 ,_. r . , • a a • . i � • 4' r 4' '1 3'-ID'NO —. -, • a i-- 1 0 M p _ • s a • a• • •'� ,-. I-- • I a ; --" a • 0 • O , M • • O • a • a a_ `� amens •ea • • • • I 0 1'-6" 8'-10 1/4" 1'-6" This DRAWING CONTAINS PROPRIETARY IVFORMAI ION OF THERMOBOND BUILDINGS,LW.IT IS INTENDED SOLELY FOR'1 HE INFORMATION AND USE OF PARTIES OPERATING AND MATNTAINING THE EQUIPMENT DESCRIBED HEREIN ANT] MAY NOT BE USED,REPRODUCED OR DISCLOSED TO ANY OTHER PARTIES FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THERMOBOND BUILDINGS,LW TOTAL BLACK STEEL WEIGHT 644.70 3/8" = 1' SCALE 3. 4 A36 ANGLE,SUPPORT(2 X 2 X I14) 51.11$ TOP VIEW 2. 2 MOOR PIPE SUPPORT(3"NOM.SCH 40) 125.611 OUILMYO 1. 5 A992 BEAM SUPPORT(W6 X 90)GRADE 50 468.01 ANCHOR BOLT ,,.. I» WELDED ASSEMBLY ' NO. QTY. GRADE DESCRIPTION WEIGHT SKID BEAM HOLDDOWNPLA1E o I • ��+�'n LIST OF MATERIAL FOUNDATION V _ _ THERMOBOND 2" [..._ jr 1. FINISH: PAINTED WITH BRONZE RUST PREVENTATIVE PAINT. BUILDINGS dh 40 a 200 N. Court P.O. Box 446, Elk Point, SA 6'!-0446;I [ o 1 UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS nom: 606-566-2000, www.thermobend.com PLATE TO HE 1 1/2" = I' SCALE 1 1/2"= I' SCALE CM I/4"THICK „ „ „ SHOWN ON THIS DRAWING SHALL HAVE. THE Seale NONE Tale BOX SKID ASSEMBLY FOR r GRADE A36 SECTION "A-A" SECTION "B-B" FOLLOWING TOLERANCE: +e J1/7/13 T WITH 314"DIA 8'W. OD X 12'L, OD X 9`H. ID BUILDING 4" arrouT FRACTION ± 1 /8 By: TLH ANGLE ± 7 PROJECT NUMBER: ' PROJECT NAME: Drawing Number: 1 1/2" = 1' SCALE 1310-793 WFJJTING PETROLEUM 15B0812 ANCHOR PLATE DETAIL CORP PAGE 1 OF 1 14' 4r X V ANC IUR BUL 15 16 REQUIRED) - ' /_,.._. t4 + + N N '-6" ' I 4'.6" I 4'.6„ I 2'-6" 0 , v O m REBAR 2a"O C _ + _ 'Ma -r F- t r = N + 4- + `I A vet PLAN VIEW NOTES: I. CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE Ime MeANcotoR BOLTS COMPRESSION STRENGTH OF 4000 PSI WITHIN 28 DAYS. 2. ALL WIRE MESH TO HAVE A MINIMUM OF 2" CONCRETE COVER. eel s7_SI REBAR AI REBAR THERMOB OND lh ft BUILDINGS •'I I " 1.3 ,I U :! THIS DRAWING CONTAINS-tI-1i- , PRUPRIETARYINFORMATIONIN 20o N. Court p.0. 80: 44A, Clk Po1nR 9D. 670E0-Ottb t1-n--n -II Phoa« 004-�0-$Oa0. www.tpormo n .com !-.11 0 0 711ERMUBOND BUILDINGS,LLC.IT IS "� INTENDED SOLELY FOR IHE Scale: NONE Title: INFORMATION AND USE OF PARTIES SLAB FOUNDATION FOR 8'W. OD ORAVkI FLLL EQUIPMENTDESCRMAINTAINING HER INATMsEw e 11/2�f 3 X 12'L. OD X 9'H. ID BUILDING-seiMAY NOT BE USED,R EPRODUCED OR Urewa BY: TLH _ DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJEZT NAME: Dmw iR Number. I' I FOR ANY OTHFR PURPOSE WITHOUT SECTION "A-A" nIe HERMUSSED ON WRrnu GS,LL SEX 1310-793 WHITING PETROLEUM S1 SB0812 OF THERMOBuNU BUILDINGS,LLC CORP PAGE I OF I Hello