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Home My WebLink About20153125.tiff a r.......Vicinity Map I [ --1 1 CC - H • - f-- ?-- WC R 11 La use, 8_ H - c --1 II I �► 112 ^ T—L H r~ WCR 116 i—__ W CR 116 �— I 1 .______._i_, ,j—,�.�� ;� .y __I I ___r______"---: I -� 1 --I I H C.e el P`• 1 \___ — . ' r Ii isr/II • -- J Al .� ^ ` r - r i'A ' n — I .. I I1r_rl I llll- ,_ � ill I f � _ I{ , I IIIII WCR112 i —a,' ' I - WC R 110 1/2 ft, ll -� iL .'-i I n .� — R�110 P1-- _I SITE _ w�c i __ I n I l _ ETHII H ups I U H I 1MC R 106 _ _ r VIIC R 1 4112 1 ti �— -� L_ I �— I_ cb ;\ I r 1 . orx i "s C..\r--) . �H III _ i +s�, 1 i _ -1 WCR104 Sour : Esri, HE E, DeLame, In er p, incr nt P Cor , GE I O, V S; FAO, PS, CA , GeoEas -1�� i I Kada er,NL, Crd nie-Survey,, i da n, M -BFiCh" Horf Ko , swissto l Ma Ind" eY ? Po I Y _}I OpenStreettvlap contributors, and the GIS User 'Community Aerial . t d /. . ."! �� • ILr • ,Pi t. r• ♦ i.�y t Approximate location of tower t .\ : : - 4 , • t • wCR 112 _ _ i i W 110 11 2 x . SITE _ n 73 . we R.11O r r _ ,. _ vt. I *7 in 1/4 V \� .. 1 C / ' _� / 1 i \ , \ ) I .__ 'II L__ • { L 1 1 ;• , Its`. Illia I 1 ITh. \ It \, WHITING OIL & GAS CORPORATION r ► ' \A r- "!/I� L�2 Tips i T( _ �` � 14. „ _.__; � t g � jJ � J ii % � �I I �� / I st ii T `i. 4— 60 � .,_, BUFFALO WALLOW # `' pn ill- � _ - � ti I r \,. 4N /kJ J - _ �H� \ \ ` �: e t? (fin 1�•-� _ _ - sn 1 • `�,,-: : ,, p :7,/ � , . ; t _ ,. _ � . � ' a �s x COMMUNICATION TOWER '► �1i ? 5464 c� - '1r��. ,�. .\� J '� ( I e� ' f / _I• ' �_1' \ ; h, t_44,--- . \� . V �� \ t ( Mesa t I ''a J �\\ USR 14-00XX ) L ' ndmiyN� \ �. r " 2 % 1 1 •••,./ c`. Vii? `7 n;� (�� I + ? r � � I� — \ rte � �; I i 1 SECTION 31 , T1ON, R59W, 6th P M NJ ^ + 1 � 1r /Nit I-) ^ '�� J'';y. � ., .0, Lt. �� -� Pfi � � �i1�� f 4, © �� } , WELD COUNTY, COLORADO LI* i �\ J' � `/I'f ‘5.11% � �tiJ , '' `_. , �l`- � ` n \i'� 1 `� 7 ' � 1 / F Is / ` Sec: 29 gI i -- __ I _.. � _ -�� , N �,-�-\• ' Sec. 30 I „2-,-, ..._ ,' y "��-, �1��. ; / r/ cs •� � to i ' > - e,(; \\, .,, ;�--� r �' KiLeztif US �� O ,._\ Cs � Sec 25 � , 1`IUSA , � f . � _ _ �� In t �L_� ' .firr++ '+ (UII/ V ., /``" 'N..... • ` '� '^. Zone: A -s•�s �\ ; v.. /^o \\� S �- ; USA � 1 / � �pO /r Zone: A \ , y,. \ r Land Use: r ,;.\\( ' ,\ I F( AI DESCRIPTION \ f) -- ` \ I `� so��.- a c�� ' , ; `1 /�_� Land Use: y ) Agricultural?; , / / -.g rt,� , } . � l \ /'-�� A TRACT OF LAND LOCATED IN THE E1 /2 OF SECTION 31 , T1ON, 59W, OF THE 6TH P.M., COUNTY OF _n Zone: A / �-'� •`__.- �/ A ricultural - 1, �J \ ` WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: r" I \1w\�= Land p , }ys� / g � � �� dip I-So - , . . . ji } J \ c,, t 1. _ + /, , `�_. / Al."/(.[/. Use: 1 / /i ' .� `l I J I / �U \ ' f� ♦ L w . it 1-- "`-- Agric Agricultural' r �w �G�`` ' ' '• er li �j �� ` _ 1 l ' J \ J - ' \\i �t 1/4:-:::= COMMENCING AT THE NORTH 1 /4 CORNER OF SAID SECTION 31 , FROM WHICH THE NORTHEAST � r /_"/ ,,j -,��i � I 4 t / t( C , r CORNER OF SAID SECTION 31 BEARS N85'48'O1 "E, THENCE S4512'56nE, 759.59 FEET TO THE DLL /, I w� _ �� \ `J ,..� 1 1POINT OF BEGINNING/ / / t. —� [j / i r ii ^ j =may '� ice ' V �� " � BEGINNING- , `Z , •L. 5 �1 \ l . ` N) THENCE N6O'O6'28"E 340.00 FEET; . � / C y, / ` -‘-/1'1% ° -- _T "' '` ) / �! „ ��j �f d A ` ' •' I. L • -, ) i' // 1J s THENCE S29'53'32"E, 340.00 FEET; -/ r��` � l (-•. 1 / ^ / , r L l '�\ \' �`.� ��' THENCE S6O'O6'28"W 340.00 FEET; I ; _ � _w' =,.-,1-ibso , •• t ndmill' ialllr- _ ��-�'. _Ur �+ �/��`f.J �1 � r. `,Irr (� 1 h �/ 1526E _ _ �� _- _ 2 ` / _ �� 1 �� THENCE N29 53 32 W, 340.00 FEET TO THE TRUE POINT OF BEGINNING. _ V � I ` T �- `/_ �� - GROSS AREA = 2.654 ACRES, MORE OR LESS. r "it ` _ s3 } \,1 I .. Al R, . . �.. l 1� rte' ti. ` 1 rte .- �` ^ ~ '�/( / ~- 1 ''� __ �. J J-_� —fL0RAL K. SHANKS, PLS ARED / /�� - �� '.�_ C --� LEGAL DESCRIPTION PREPARED 5 02 14 BY: 8285 ' / —�l I� --� /-��, I • munl •t • C - -z_—^- / J UINTAH ENGINEERING & LAND SURVEYING III / \ ewe Ste \\l� 2970 W. 29TH STREET, SUITE 17 10 -� / det �` 5250 GREELEY, CO 80631 I ` \\\/// /' 970-506-1544 `'� �� : r �� t /`--' �`-- -/ rrill� Q t Rohn -� �_. ..w._ ,1�... - ---\f-\_ - II 4 -�I _ Nu--,--n%,........_..... � -� I , \ Mariana J'< 1 / �- � :c,;► Zone: A � -- �— ----- , �...�\ 1 �I. Ind l \ `` �� , �� w✓ l t I \_% `— f I I Land Use: j r ✓� Sec . 3 / ater Tarr k� _ __ �-z-N Sec . - 32 \\_["� r PROPERTY OWNER'S CERTIFICATE ii 36 !a . A ricultural t . . , 1'� rl 4Td S'ec g Water 1 � WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC / _ ' � ) USA �) `- ` DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON. �/ State of I tl rra Timbro Ranch & / _....,1...„� -- ;i- �� Cattle Co. LLC •(.--..I .1\--'---- \ THIS ]AY OF 20 Colorado f Q Zone: A __ i 1 5231 ,\ N•- I t, M • ,- _ I — ! %-_- ..--` Zone: A Land Use: �'_ , �1 f� Zone: A \ , Agricultural , �-' /� } f .N \ IIt Itcti.. BY ___,-_,__N.__ ________-_,......___ Land Use: - �t Land Use: / \` \ \ 525b - _ ( m /I , TIMBRO RANCH & CATTLE CO LLC Agricultural..„ -------___ ._„--__„..-- ,,� _, Agricultural �.� - ' ) \\lll / l `��- 1 -‘-----____ U �- _�'- - � Timbro Ranch &r> 1 /// / I / `✓ \ti1• 1---'" STATE OF COLORADO ) r Z. -\ �/- „�•� 1 II ' Cattle Co. LW ; \ / \ I• N P - \% ./1 J I \. ) SS Zone: A - / \ i .- � } ` \ iICOUNTY OF WELD )/ :Land Use: THE FOREGOING CERTIFICATON WAS ACKNOWLEDGED BEFORE ME THS T>0NJ . IIIIIIa2UAgricultural �� /�r :t [,``-` `i , , e i k CR 110 / Ill — k �-• an... , , _ / . G T9N I !,� / / r \(N,vl V I I 4.11 Ot � ® i, I \ \`mil I , / �---� \ N\ i 19% r DAY OF 20 ____ 1 i 1 \ 1 J1 / f 1 ' Rohn - P\ y r---\.,k\ , `> %-1 4. i` III i /c.�� '—�_w} I \, , , ? r � ,'� (// / Jr / //� \�. MY COMMISSION EXPIRES Robert y ` '� ` y \.\\/- �_. \% ! J ( WITNESS MY HAND AND SEAL I Timbro Ranch & ` I • I �r \ r 1 1 — Zone: A 1 4 Cattle Co. LLC I\ - ` • r / j �; ) 1 //� ) ! �� \ , I // ! / / /ti ��'S't v ; f I I / 1 i�� ' NOTARY PUBLIC - Land Use: - �� .r ; ; I L. I�� /�- J - / Zone: A / �� < _ 1 r' / I S I / '� Agricultural j �. �� ' ! Land Use: / ' ', I , 1 t I '� \ ,./ / y i \ . -- _-- J / PLANNING COMMISSION CERTIFICATE \\ 1 �� t.�'(\ l II Agricultural `'• C I �,\ �\ \ } ; I �\ 1 //�1/ i �\ I ( t ,1 1 ` '.2/ •It \ • �1\ � Sec . 5N 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 i Rohn 1. lJ RObert \ S II C\,_.,'- ' ' sec . 6 �; V�\ ' -J J \ J CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL ( Si_qj may, f I 1 Tzmbro Ranch & - \ REVIEW AS SHOWN AND DESCRIBED THEREON. b Zone: ;1 ' I — I � . �\' 1 14;1 re,. — - �_ `.� — `.��•._ Cattle Co. LLC r', Land Use: � r Ir.., 5150 \._/ -�., �� \ / / \ \ rt I - il � ^�,J rrJ �� -.P ( 4 Zone: A ` I THIS DAY OF , 20 • � C Agricultural � l SeC . v \ ,. �,I ; � I , i tics ', ' �� \--/- -1 ;t t � \ Land Use: �� \r \ '\' �; I I I i lI ( `�. ` I_ . - j\;\ Agricultural 'rr\ \ ,� /I _ Q . t_ 1 I + � I ` \ ,' \ r } ) , -/ _ CHAIR, WELD COUNTY PLANNING COMMISSION I f i �.�' „ t l \ �f i _ may . , � ,�� ; ; ; ; , ; ' l\ \, ;��, �� _ \�, \ ' ; t, ` . f M / , . ' Rohn , \� SS \ � STATE OF COLORADO ) i �S -11..\\\\ Si ; f-; \1 1' \ i. I f IJ / � / '� Robert\�•\ \ �10.1/4fril �� I ' _..\ `' \ \ �f COUNTY OF WELD ) I _ \v\•� USA : ; ,.,: k e r i cci r Zone: A r•--' I \ ��1 II I �i — ^ '.-` '�f , b Y Land Use: 1 '�� Rohn ^�N \ \ , • THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS •I _ ; /// �- �- Zone: A `, ▪ \ Agricultural ', IJ` ' [�r./ Robert r� J L J �`- � . �` Z07Le: A (� C. ,• - f----/ ---• DAY OF 20 - Land Use: �' �\�:, `lI 1; 1 ., = Agricultural ft�:\ \ ✓ >.. ' -^ r � _ __'�`__ � � ' Land Use: e. `_. ea�(/�� _ , , �-' IL \ \ -; • ! \, �, r , ` , \�^ , 1 , Agricultural, , MY COMMISSION EXPIRES 5 I . a TN,, � . f' S 1�� n ?I I 1 \, lr f Z_� I, III II _/L_ 4.1\' L-1 \14, I V1 _ tl WITNESS MY HAND AND SEAL ' � L \ C ... n . I ._ \ _ . i n t �. NOTARY PUBLIC F K N BOARD OF COUNTY COMMISSIONERS CERTIFICATION J THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES H 4 HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS I DAY OF , 20 . D o 0 0 o o 0 - v, 0 w, CHAIR, BOARD OF COUNTY COMMISSIONERS C VICINITY MAP ATTEST: SCALE = 1" = 1000' WELD COUNTY CLERK TO THE BOARD BY: E DATED: A SURVEY NOTES TOTAL ACREAGE = 310 ACRES SOILS I FGEND TOWER/BUILDING IS 340' X 340' = 2.654 ACRES A Ascalon fine sandy loam, 0 to 6 percent slopes B Ascalon sandy loam, 5 to 9 percent slopes E C Bushman fine sandy loam, 0 to 3 percent slopes iiiiekt UELS, LLC D Bushman fine sandy loam, 3 to 9 percent slopes Corporate Office * 85 South 200 East E E Epping silt loam, 0 to 9 percent slopes U NTAH Vernal, UT 84078 * (435) 789-1017 F Manter sandy loam, 3 to 9 percent slopes ENGINEERING E G Nunn clay loam, 0 to 6 percent slopes . O :IV:Y :1a7:�A7:�:r,7q� :.• IL a ;f� DATE: 09-23-14 a G H Otero sandy loam, 3 to 9 percent slopes DRAWN BY: J.S. DATE DRAWN: 11-04-14 I Peetz gravelly sandy loam, 5 to 20 percent slopes SCALE: AS SHOWN FILE: 24231 REVISED: 11-14-14 SOILS J Peetz—Rock outcrop complex, 9 to 40 percent slopes SCALE = 1" = 1000' K Wages fine sandy loam, 0 to 6 percent slopes VI CI NI TY MAP WHITING OIL & GAS CORPORATION } } �j _ � ,� fr �Jl� � �ycJ ` `� JL L. ` r \_ 3 c � `: �� e2. BUFFALO WALLOW a' �" g I \ - a , COMMUNICATION TOWER G 5454- - �; V- r, 'ice)) ) / sae r � r—� .� r. USR 14-OOXX �•3 v, ?� c it tic ` 1. \ / I �� %'f �� :�; SECTION 31 , T1ON, R59W, 6th P .M. � � Y . �fV^ ,� , ' ': �(11 �L' � �?; J �� J ) , j�/ ~rriTheS si F% S---%. D .; '`;``; WELD COUNTY, COLORADO 1 it/v � 1 � CLY tySec . 30r`- ! / Jt`� ecU 29S ` `2E'Nd45T`? ,, sec . 25 / --/-.�. Ar -- �� BLM �C " ��f`f y0 !%/ i,�'� �`-`�LM ' C...,,IN �' � � \I • ��'.1'��•1_r�—ten _ '��! _ 1 � � ��'�{ f�33 / r . / e!� \ �.1 _ (#97:-• �'O/, a�J V �/1 I I \4\�\\\[Q�4\ �J 1 l ! r r \ ( -' �`L \l i \` �� 4 , ` J� r, .), l F( AI DESCRIPTION _s. . J_14.N....,,_ i i 1 ' �� ii, _\ , A TRACT OF LAND LOCATED IN THE E1 /2 OF SECTION 31 , T1ON, 59W, OF THE 6TH P.M., COUNTY OF "--.. .,.._---\..._:----t � �� _i ` �- i r � ' ` AC% � �, ' WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: \� -t �-�^ `• ` ////J � r-,..---..._.1\_„.„ „..-----\___„.. ��\tee fir(,, y- `--` �. _, i�r' COMMENCING AT THE NORTH 1 /4 CORNER OF SAID SECTION 31 , FROM WHICH THE NORTHEAST t�- r r J,-i` _ // tC � , i � CORNER OF SAID SECTION 31 BEARS N85 48 01 E, THENCE S4512 56 E, 759.59 FEET TO THE �l E !F " POINT OF BEGINNING_,„_ _/,./f4) ' 111 _ 7- :',1 - . I1THENCE N6006'28"E, 340.00 FEETr RR �r IJJJJJJ��```60 591f ' ) '1 \ � , w ! THENCE S29'53.32"E, 340.00 FEET; •Q j ti-/' �� jet). �- CR 112 x % : ' 1 - J- -jr \---/N4 ,r4 THENCE S60 06 28 W, 340.00 FEET; - f` ...-=.._--.-_.=-4- ---------•` , 1 // / ! THENCE N29 53 32 W, 340.00 FEET TO THE TRUE POINT OF BEGINNING. A . ... k• • • e. GROSS AREA = 2.654 ACRES, MORE OR LESS. -mil } ) \ f ' . , tir `�``� ' \ � --' " LEGAL DESCRIPTION PREPARED 5/02/14 BY: / - '... . `� \ ` ` r �rV, ��-�'Z ' a �-'_: � \ 1 ` 7 ` I � (� hP osed r LORENL K SHANKS, PLS 28285 t I Tower Site __ 1 UINTAH ENGINEERING & LAND SURVEYING 1 L' icK TT �/ � ` 2970 W. 29TH STREET, SUITE 17 GREELf 5�5p�r \�� \ � � (c) I i , • J� /� 5� f� �i�� 970-5 6 CO 80631 �'�� 1 A r i n a 6%,..7 ,/ A' 1 l/ 970-506-1544 - ,a o J / s5 i Rohm, y r'� iNya`� , ��_ l `-tom- J� ____I-...„._ ti�. ' r` `-�./ 1 • -, 1 Mariana c_./L, -- III 1\\(`f /' f/11 S 1 ��//77 ' 4 Sec . 31 r-1 r BLM\�r ,.7ec • 32 _ • PROPERTY OWNER'S CERTIFICATE Sec . 3fj' � � f/ } °1LI v\� r� ,b_ Ny WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC ter, q � f DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON.Ir.j-Ji) r Timbro Ranch & A--------7------IL-Jr r i - - ' Q Cattle Co. LW �' �l �/ THIS__TAY OF 20�1 �- ,1 _•- `y 7 , BY dat-1'-�� ` 5250 . 1/41/40•4I; .` Jip �U J� TIMBRO RANCH & CATTLE CO LLC\ . . .l�I ..... try ` STATE OF COLORADO (� � 5—/ t.,,..k I ';v � � ) SS --- --/----7 \ Timbro Ranch & ��', �' COUNTY of WELD ) `- Cattle Co. LLCS.\ \ 1 �J i� 1 1 ��, ` ' A - 1 ` _ tl THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS i CR 110 _ ._ _ T9N r r t '' r DAY OF 20 J _ yI �I 4\ ,,, lf _e. V I C \ ) � �.� I-1\i r J' MY COMMISSION EXPIRES r `Cr 1\ r ! eli 0 "FA:._,N.S.,,, \I } ) WITNESS MY HAND AND SEAL /f I • --�• � r" \\ _......k J �1 20- ` . y � f' I ` /'� NOTARY PUBLIC .. �` ` -C-73- (I - - _ Ill N r-,,,---- _,. ...„ PLANNING COMMISSION CFRTIFICATF ( \ I �\ ��l , I ` • /N f -.. ..„ j THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY �� \ Jr �f • , 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 \\\k, ‘\ k L. C:) 5 /�� , - ' J S ``U �� , I -_� Sec . 5 / REVIEW AS SHOWN AND DESCRIBED THEREON. I I \\ ‘ `� \ L- ti J` S�� THIS DAY OF 20 1 1------) � 1C:\2r:b.. 7J r.5- .-, .\r 1 `• �� \ , 1 �' I - . . / CHAIR, WELD COUNTY PLANNING COMMISSION ‘-i7c...ki,,:\ -'1%, -1/4• 1 \__ I i STATE OF COLORADOA4 A‘\\* - —,it'--,h-,) ,s )f\Pi N ' �� / COUNTY OF WELD SS 7-st-r -\-- \I it\+, \--.{.‘t? _ 1% -.-14‘444 --4. j 11? Irk 7 THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS N DAY OF , 20 . MY COMMISSION EXPIRES . F WITNESS MY HAND AND SEAL K c. NOTARY PUBLIC o H tn o - BOARD OF COUNTY COMMISSIONERS CERTIFICATION 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 DAY OF , 20 C CHAIR, BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD E BY: A DATED: SOILS I FGEND SURVEY NOTES E A Ascalon fine sandy loam, 0 to 6 percent slopes TOTAL ACREAGE = 310 ACRES B Ascalon sandy loam, 5 to 9 percent slopes TOWER/BUILDING IS 340' X 340' = 2.654 ACRES E C Bushman fine sandy loam, 0 to 3 percent slopes E D Bushman fine sandy loam, 3 to 9 percent slopes E Epping silt loam, 0 to 9 percent slopes UELS, LLC a G F Monter sandy loam, 3 to 9 percent slopes Corporate Office * 85 South 200 East G Nunn clay loam, 0 to 6 percent slopes U I NTAH Vernal, UT 84078 * (435) 789-1017 H Otero sandy loam, 3 to 9 percent slopes ENGINEERING LAND SURVEYING SOILS I Peetz gravelly sandy loam, 5 to 20 percent slopes . 4 t4:Y 9il:VAI :\t4::100 . :I: 2a DATE: 09-23-14 SCALE = 1" = 1000' J Peetz—Rock outcrop complex, 9 to 40 percent slopes DRAWN BY: J.S. DATE DRAWN: 11-04-14 K Wages fine sandy loam, 0 to 6 percent slopes SCALE: AS SHOWN FILE: 24231 REVISED: 00-00-00 VI CI NITYMAP WHITING OIL & GAS CORPORATION NE Con Sea 31, 2011 Alum. Cap, BUFFALO WALLOW 0.7' Be/a r Below Ground COMMUNICATION TOWER 2 . N85'48'01 "E 2397.48' (Meas.) Section Line USR 14-OOXX -I N 1/4 Con. Sea \31, SECTION 31 , T10N, R59W, 6th P .M . 1917 Bross Cop, I _ �' Be/ow Ground WELD COUNTY COLORADO .1, 9a 'L� y9�y �p ro r o n n \ - . c3 yti y m ry h N �n �n „ \ cif, 7 \ N NNN M \ X \ \ I _x_ _ \ --x--- _ o Instal/ —x_ \ N rn Cattle Guar! N N \ -x. In x� _ _ � \ \ ( X �' Existing N \ '�' ' � Fence V 2011 A/um. Cop, LEGAL DESCRIPTION \ \ I x \ N 1/4 Coo. Sea Cl. 8285, N --x� _ _ / 1917 Bross Cap' N85°48'01LE2397. 48' (Meos.) oT Below Ground A TRACT OF LAND LOCATED IN THE E1 2 OF SECTION 31 , T10N, 59W, OF THE 6TH P.M., COUNTY OF \ ' x —x_ \ / 1.0' Below Ground �� / \ a —x_ _ WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: N -0-- _ _ \ 00 \ w \ w x - \ COMMENCING AT THE NORTH 1 /4 CORNER OF SAID SECTION Cl , FROM WHICH THE NORTHEAST -x. \ wg N. - _x- \ \ ,2 % CORNER OF SAID SECTION 31 BEARS N85'48'01 "E, THENCE S45S2'56"E 759.59 FEET TO THE TRUE \ • x_ - -x / ooe IPOINT OF BEGINNING. \ n _x_ x— / /� ›\y?SAccessod \ S S'9'sF \ THENCE N60'06'28"E, 340.00 FEET; \ s \ S.2, I __ THENCE S29'53'32"E, 340.00 FEET; 49\\F Proposed THENCE $60'06'28"W, CAERE. FEET; \ Access, Rood —� a \ \ h \ Bar Ditch �� vosed tii ° THENCE N29'53'32"W, 340.00 FEET CO THE TRUE POINT OF @EGINNING. V w �� Proposed n / Canmunicotion - GROSS AREA = 2.654 ACRES, MORE OR LESS. V °' / lower .Site N \ \ y�tp / \/// / \ - 2854 ACRES \ 4^'L �� . 180 Radius LEGAL DESCRIPTION PREPARED 5/02/14 BY: \ h � / Fall Zone \ --- --- LOREN K. SHANKS, PLS 28285 \ " CC/ / NE 1/4 OINTAH ENGINEERING & LAND SURVEYING \ 1 0Af tP• \` IiLl o GREELE2970 . CO 8063EET, SUITE 17 \ \ i Popoerap/ooA \ \\ erator Automotic'�0. � ,Sa aeo r/ Proposed . teh , ui y yy h I .4- \ ,/at Proposed 20 kW LPG p `' N ry CoyPoe Standby Generator O-\\j‘ CI T 3 " �T�� Proposed 120 GAL // Propane Tank ° � 00 w PROPERTY OWNER'S CERTIFICATE Pi � in tisz n ai aa NE 1/4 Pry Proposed�T Topsoil ` WE, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC �Communrcotlon\ Proposed Stockpile \\ NE 1/4 I DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON. Tower Wrth v , Communication Fence '-ti / SoTC/ng x ' p s s 1� z.ssa ACRES cy yy �a susITHIS DAY OF , 20 . 'C 3 a p N. vo ,Ti? Ny� yry ,ohry'°o\�\ ° w N I828A�um. Cop, BY RANCH Sc CATTLE CO LLC \Jl\ wo� _ �✓ 0.T Below Ground, NE 1/4 sv:Y' STATE OF COLORADO ) ) Os / NW 1/4 I COUNTY OF WELD ) ITHE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS I vi DAY OF , 20 . I N m MY COMMISSION EXPIRES . -r o WITNESS MY HAND AND SEAL o W o v) \'o SE 1/4 N NOTARY PUBLIC o °� PLANNING COMMISSION CFRTIFIC:ATF N h CERTIFIED AND 4 0- ECOMMEND THIS IS TO CTOTTHE BOARD OFNCOUNTY COMMISSIONERS, WELD COUNTYSCOLOR DO, FOR ITS HEREBY tn I 4 ACEONNATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL \ I REVIEW AS SHOWN AND DESCRIBED THEREON. THIS DAY OF , 20 ICHAIR, WELD COUNTY PLANNING COMMISSION I STATE OF COLORADO ) ) SS 1917 Bross Cop, 2011 A/um. Cop, COUNTY OF WELD ) 0' Rrgn as' Below Ground DON 1/16 Section Line —}I — _ __ S8970'36"W - 260503' (Meas.) T9N THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS N - I DAY OF . 20 MY COMMISSION EXPIRES SE 1/4 SE 1/4 WITNESS MY HAND AND SEAL SE 1/4 NW 1/4 NE 1/4 I NE 1/4 N 0 o NOTARY PUBLIC a CA 0 0 .al BOARD OF COUNTY COMMISSIONERS CERTIFICATION (GEODETIC BEARINGS BASED THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES ON G.P.S. OBSERVATION) y HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND SECTION 3 > , T10N, R59W, 6th A. M. DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS N SCALE 1" = 500 ' DAY OF , 20 . CHAIR, BOARD OF COUNTY COMMISSIONERS ATTEST: o - o WELD COUNTY CLERK TO THE BOARD in o _ BY: (GEODETIC BEARINGS BASED ON G.P.S. OBSERVATION) DATED: SECTION 31 , T10N, R59W, 6th P. M. SCALE 0 = 100 ' GFND: SURVEY NOTES Venoal, 840 8x I F Sou 789-1017 U ! N1SH Corporate Office * 85 Sou 789-1017 200 Cast 1 . RECORDED EASEMENTS AND RIGHTS-OF- WAY WERE NOT A = SECTION CORNERS LOCATED ENGINEER iN O. g " "mss "VeY1"` RESEARCHED AND SHOWN PER THE REQUEST OF THE CLIENT. 2 :tiMMIIII&SAI6E4M/ S: Ca DATE: 09-23-14 2. TOTAL ACREAGE = 310 ACRES DRAWN BY: J.S. DATE DRAWN: 03- 13- 14 TOWER/BUILDING IS 340' X 340' = 2.654 ACRES SCALE: AS SHOWN FILE: 24039 REVISED: 11 -04- 14 USR PLAT Acor At,/ #02n, 0000051 N i ____.— _ _ _ _ P n2T 1_ N. OCrtK___ V a ` AA III ! ' ,.L_1I hi ♦ • Sle y ♦ Tr• ♦` Y U. can in cm =. 1 r '4 at noca 4^ _ ruurnC S 0COnAM✓ • Y% Ilia a of c PARTIAL FOUNDATION LOCATION PLAN •u. • . r tC94 EFT DRAWINGS —IA: IgMSlX5 A Whiting Petroleum Corporation G W D 3u,wreck sowro•a MIMICS way z quw.r.aoov TONER sttr I MO z rca wnnoNrt r+ro+wna � -- r� J , mna v RU Cr.Ql%NC O oH.rrc eu�u0 WALLOW j\icCI STEIV,AIL Ur ITS,C�ntr CO JDH6it100 A, PAR11A_ e0_1OAi1CN :OCAT-ON PLAN 1r..r. sic MOM al ttvCotY Tdt6aoOamwww•aat _ m F�-fDX-t'X}lA Rf NU, t firw ota'na S-FDN-.LLr♦1A AS NOTED a r I PROJECT OVERVIEW NE 1 /4 SECTION 31 , T10N, R59W OF THE 6TH P.M., UTILITY CORRIDOR - WCR112 COMMUNICATION TOWER COUNTY OF WELD, STATE OF COLORADO • 34 29 I COUNTY ROAD 112_•.^- •----- --- -' 01 32 1 I I 36 31^--• I : I I ." 1 I I I i i \ I 1 ✓)COMMUNICATION 1 II1 TOWE WI E ACCESS I I I t 2.65 ACRES • •I I i I LAN WNER: TIMBRO RANCH &CATTLE CO LLC I • I NE 1/4 SEC I N 31, TI0N, R59W I 1 i I I I 1 i i . Ii i I T1ON I i I - -�36i31 I I I I . . i I I R59W 1: I I I I I I i 1 I • I I I 1 1 I -J ; 1 I i I i i i i I I t I I 1 . . . i I I i 36x31 I 31132 • .-•• 1 - 6----_.-•------------------•._..__.J._. . -... ..-- - -•._•-- - - 6 1 5 1 I SHEET 1 OF 2 WCR112 COMMUNICATION TOWER, PROW "° P12173 survlecb 10200 E Girard Ave330 �� Bldg B Suite 330 24. 2u,. OVERVIEW 1000' 0' 1000' Denver, CO 80231 ce,>,,.. v. • • • • ■ 3 SOLUTIONS Tel: (720) 259-9323 u swCHc'n ■ • ■ SCALE: 1"= 1000' 8 JRVEY • • m NOVAIII0N C.,ECKCo et: EXHIBIT "A" NE 1 /4 SECTION 31 , T10N, R59W OF THE 6TH P.M., UTILITY CORRIDOR - WCR112 COMMUNICATION TOWER COUNTY OF WELD, STATE OF COLORADO 100.0. _ L;a€"--- -- gECT10N cougrROAD 11?_,—..----_.�_. c0 G,l, 2 UTILITY CORRIDOR - COMMUNICATION TOWER SITE LAND USE FEET ACRES ROAD ROW 0' 0.00 GRASS PASTURE 0' 2.65 CULTAVATED FIELD 0' 0.00 PERMANENT EASEMENT 0' 2.65 CENTERLINE LENGTH j �' TEMPORARY CONSTRUCTION EASEMENT 0.00 PROPOSED ACCESS ROAD =548 FEET 1 . T 7 J O ` _ ICENTERLINE OF N ^I. C. Z SCARUNKN UTILITY 31 �' \ I LEGEND: R59 W -.—x—, -.- -WIRE FENCE I V V TOP OF RIDGELIKE CENTERLINE OF 3Q4 3\UNKNOWN UTILITY( LANDOWNER; SCAR � o TIMBRO RANCH &CATTLE CO LLC COMMUNICATION NE 1/4 SECTION 31,T1ON, R59W GUY WIRE TOWER SITE AND TOWER 15 WIDE ACCESS \ Y LOCATION 2.65 ACRES cG\a (\ 3 \ ) NOTES: 1) PROPOSED TOWER HEIGHT= 160.0 FEET rig 2) 3 PROPOSED GUY WIRES (120' LENGTH EACH) / 3)TOTAL LENGTH OF 15'WIDE ACCESS ROAD =548 FEET \ 4) 8157 FEET FROM CENTERLINE OF PROPOSED ACCESS ROAD TO INTERSECTION OF WCR 107 AND WCR 112 5)100.0 FEET FROM CENTERLINE OF PROPOSED ACCESS ROAD TO BEGINNING OF CURVE WCR 112 (SHOWN HEREON) SHEET 2 OF 2 WCR112 COMMUNICATION TOWER P12175 survioci. 10200 E Girard Avewr 150' 0' 150' Bldg B Suitehard 3ve AP 24, 2014 Denier. Co sor non CORRIDOR ■ ■ ■ ■ ■ SOLUTIONS Tel:(720) 259-9323 0 04.140-C7 • • • ■ ■ : SURVEY • MAPPING • II41410YMION puma et- SCALE: V = 150' M era kas --boag. z Q00o . O1- •. p1,,'') bUL'd z nl STATE OF COLORADO de, sieA John W. Hickenlooper, Governor 44, RtiDepartment of Local Affairs *_ Reeves Brown, Executive Director 4176 Division of Housing Pat Coyle, Director HOUSNG 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, Beverly Bayley, Program Administrator Housing Technology and Standards Section 1313 Sherman Street, Room 500, Denver, CO 80203, (303) 866-2033 http://dola.eolorado.gov FAX (303) 866-4077 TDD (303) 866-5300 �G Strengthening Colorado Communities Op ATA Y 1€922737 0000 EXier '- _ �r LAST KLVISW: REVISION NUMBER: BUILDING EXTERIOR PROJECT 11/26/13 2 ❑ MOCHA WHITING PETROLEUM CORP ❑ OZARK FOR SIGNATURE OR STAMPED APPROVAL: ❑ GREY ® OTHER TAN ALUMINUM JOB NO. 1310- 793 SITE NAME RA YMER, CO SIZE 8 'W. OD X 12 'L. OD X 9'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 THIS DRAWING CONTAINS PROPRIETARY INFORMATION OF BUILDING FOUNDATION ASSEMBLY S 15B0812 PAGE 1 OF 1 THERMOBOND BUILDINGS,LLC.a IS INTENDED SOLELY FOR THE INFORMATION AND USE OP PAR'!TES OPERATING AND MAINTAINING THE EQUIPMENT DESCRIBED HEREIN AND MAY NOT BE USED,REPRODUCED OR DISCLOSED TO ANY OTHER PARTIES FOR ANY OTHER PURPOSE WITHDUT THE EXPRESSED WRITTEN PERMISSION OF THERMOBOND BUILDINGS.LLC. THERMOBOND It I) USAGE UNMANNESHELTER CODES: BUILDINGS CONSTRUCTION TYPE VB 10 OCCUPANCY GROUP S-2 2012 INTERNATIONAL BUILDING CODE(1K) 200 N. Court P.O. Box 446, Llk Point. 8D. 67026-0446 STORIES _ 1 2012 INTERNATIONAL MECHANICAL CODE(IMC) Phew 606-366-2000. 'cynictbermobond.com BASIC WIND SPEED 123 MPH 3 SEC GUST 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) Scale: NONE Title: FLOOR LOAD 200 PSF 2011 NATIONAL ELECTRICAL CODE(NEC) Date: ROOF LOAD 70 PSF 11/7/13 DRAWING INDEX FLOOR AREA 96 SQ.FT. NOTES: Drawn 6 . TLH BUILDING HEIGHT 0.10" PROJECT NUMBER: PROJECT NAME: Model Number. SEISMIC DESIGN CAT I) AGENCY LABEI.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 1310-793AGB9113 INSIGNIA TO BE LOCATED ON OUTSIDE OF DOOR ABOVE PASSAGE. CORP PAGE I OF 9 ITEMS SHIPPED LOOSE ELECTRICAL NOTES 1. HOLD DOWN PLATES, WASHERS, AND NUTS 1. ALL WIRING SHALL BE [N 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. RE ANCHORED IN PLACE AT APPROXIMATELY EVERY 4 FT. 4 ALL WIRING SHALL BE A SOLID CONDUCTOR,THHN OR THWN COPPER,NO SMALLER THAN A #I2. 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 SHALL. NOT RE USED AS THE SOLE SOURCE.OF GROUND. 9. ALL ALARM DEVICES WIRING SHALL BE RUN [N 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-I1 FIBERGLASS INSULATION • HALO GROUND TO BE BARE STRANDED#2 AWG 3. WALLS TO HAVE 2X4 STUDS ON 12" CENTERS 2. CABLE LADDER TO BE MOUNTED AT 7'-2" A.P.P. 4. WALT.S TO (-(AVE R-11 FIBERGLASS INSULATION 3. 3" X 2" PANDUIT TO BE INSTALLED ON WA13.S. 5. ROOF TO HAVE 2X6 JOISTS ON 12" CENTERS 6. ROOF TO HAVE R-I 9 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 REVISION THERMOBOND 11/21/13 TLH CHANGED ROOF AND WALL FRAMING TO I2" ON CENTER 11/26/13 TLH CHANGED ELECTRICAL PANEL FROM 30 SPACE TO 40 SPACE BUILDINGS IRIS RIE TARY CONTAINSON 209 N. Court P.O. Box 445, PI.k Point. SD. 570t5-0446 PROPRIETARY fNFORMAT ,Ur. Phonr 605-35E-2090, www.thermobonel.com THERMORONn Hllf LONGS,LLf.IT IS I.NTeNUEU SOLELY FOR TLIE Scale: NONE Ikle: INFORMATION AND USE OF PARTIES OPERA I INU ANC)MAINIAINLtiU'IHE Dale: Jj/7/J3 NOTES SHEET EQUIPMENT DESCR®ED HEREIN AND ()tBWRQ . MAY NO I'HE USED,REPRODUCED OR _r TLH DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJECT NAME: Model Number. FOR ANY OMER PURPOSE WMIOUT THE EXPRESSED WRITIEN PERMISSION 1310-793 WHITING PETROLEUM AGB9113 OF TI IERMOBONDBUILD[NGS,LLC CORP PAGE2 OF 9 BILL OF MATERIALS NO, QTY. TBB PART# MFG PART# DESCRIPTION 1. 1 099-0068 PLYCO 24B7.ST 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 SOILAGE DEADBOI.T 099-0179 FACTORY DARK BRONZE PAINT 2. 1 800-100 GFI RECEPTACLE 20A. W/WEATHERPROOF COVER 3. I 500-103 SPEC GRADE LIGHT SWITCH 4. 1 21K1-152 QO140M200 200A. 120/240V. SINGLE PIIASL,40 POSITION DISTRIBUTION PANEL W/ 200A. MAIN BREAKER 5. 1 100-019 8403-058 SINGLE PROGRAMMABLE HVAC THERMOSTAT 6. 1 899-040 W24A1-A05XPXXXJ BARD 2 TON AIR CONDITIONER W/SKW HEAT 7. 1 550-0012 GBI14412TBI 12" MASTER GROUND BAR 8. 1 199-078 B1449 6-4" CABLE ENTRY PORT 9. 2 500.100 4', 2 BULB FLOURESCENT LIGHT FIXTURE 10. 2 800-0034 GFTR20W GFI RECEPTACLE 20A. 11. 5 800-101 DUPLEX RECEPTACLES 20A. 12. A/R 750-0049 CLR-l2-2 12" CABLE LADDER RACK (GRAY METAL TECH PARTNERS) 13. A/R A/R 4" WIRE RACEWAY 14. I 100-028 16200 SURGE ARRESTOR 15. 5 450-0062 F3X2LG6 PANDUIT DUCT SECTION 6' LENGTH 16. I 300-0051 4"X4" NEMA 3R JUNCTION BOX 17. 1 399-0020 CP9000-08 BLACK MANUAL WALL PACK DOCUMENT HOLDER THERMOBOND dPiBUILDINGS THIS DRAWING CONTAINS PROPRIETARY INFORMATION OF 209 N. Court P.O. Box 445. Elk Point. 80. ,�-ONp THERMOBOND BUILDINGS.I.LC.IT IS nom. 608-356-2000. www,th,nnobond.corn INTENDED SOLELY FOR THE Scale: NONE Title: INFORMATION AND USE OF PARTIES BILL OF MATERIALS FOR OPERATING AND MAINTAINING THE b!!! J 1/7/13 EQUIPMENT DESCRIBED HEREIN ANT) - 8'W. OD X 12'L. OD X 9'H ID BLDG. MAY NOT BE USED,REPRODUCE.DOR Dra 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 Or IIIERMOBONDBUROLNGS,LLC CORP PAGE 30F9 NOTES: 111-lin I. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING S'-4j 11'-la" Zipi 0 888 I OH„q- t 2 N O O 1` IS I 0" 9' 9' l0"4-1 _--- 4' 1 e / / ///I//////l//////J/1/ -,�— t l lei l/ O � — I r-- 1 WM lz0 C r b — i LI • NT 41 t - ,�� ,� f~�tw 1 1 I2 [ 5 in 1 G' + #III/// //Ill/ ////I//l/////III 1' r fel o -" 1.b' WAll NIPPLE INTO 43434 NEWS JR EXFEAIOR BOX 1This DRAWING CONTAINS PROPRIETARY INFORMATION OP THERMOBOND But LDMOs,LLC IT IS ;:t INTENDED SOLELY FOR'DIE INFORMATION AND USE OF PARTIES OPERATING AND MAINTAINING THE t S I I EQUIPMENT DESCRIBED HEREIN AND MAY NOT BE USED,REPRODUCED OR Ill O DISCLOSED TO ANY OTHER PARTIES FOR ANY OTHER PURPOSE Wln(OUT THE EXPRESSED WRITTEN PERMISSION OF TIIERMODOND BUILDINGS,LLC. 1 - 1 - , THERMOBOND (I BUILDINGS 10 209 N. Court P.O. Box 446. Elk Point. 50. 67026-0446 Phone 808-35e-2090, www.thermohond corn Scale: 1/4" = J' Title: INTERIOR LAYOUT FOR DJate: 11/7/13 dawn 5 : TLH 8'W. OD X 12'L. OD X 9'H. ID BLDG. PROJECT NUMBhR: PROJECT NAME: Model Number: 1310-793 WHITING PETROLEUM AGB9113 CORP PAGE 4 OF 9 METAL Roof EDGE ?aria War MP IN1M 116XTNllDlt .V tAL AUMPd'JaIXI!'!RNI M PAM*. NTI. 4Jr allas NI — a�� li II ElJ•.CTNICII p/iNM10E r I 0 • I I ° II I I I -1 L - - - - j r FRONT ELEVATION RIGHT ELEVATION Set AL W W_.71P.TA►.!OW MID ALtAlL'A IOXIInIDR MM. 1.104043 tXtillat►AWL • r __ __ . . . 0I .. I I0 I I I _ _ � I_ _ I 1 r REAR ELEVATION LEFT ELEVATION THERMOBOND tiP BUILDINGS THIS DRAWING CONTAINS 20D N. Court P.O. Box 446, Elk Point 60. 67026-0446 PROPRIETARY INFORMATION OF THFRMOROND RIM DINCS,I,LC IT IS Phone' 606-366-R0Y0. w�►w.t erm°bond.coin . NI ma)SOLELY FOR 1HE Scale: j/4" = 1' Tide: INFORMATION AND USE OFPARTIES EXTERIOR LAYOUT FOR OPERATING AND MAINTAINING'1 HE Date: 11/7/13 EQUD'MPNT DESCRIBED HEREIN AND 8'W. OD X 12'L. OD X 9'H. ID BLDG. MAY NOT SE USED,REPRODUCED OR D NY_ TLH DISCLOSED TO ANY OTHER PARTIES PROJECTNUMBER: PROJECT NAME: Model Number: FOR ANY 01 IIF7t PURPOSE Mill our THE EXPRESSED WRITTEN PERMISSION 1310-793 WHITING PETROLEUM AGB9113 OFTIIERMOBOND BUILDINGS,LLC CORP PAGES!)F9 FROM Lill l I I' 6-4 4 £34) PANEL CIRCUI•F SERVICE AND DESIGNATION; LOAD SCHEDULE LOCATION: LOAD L0AUF17MRS) w RIAD Flit I•IIASF LOAD N N V) ;V4! w >. UNIT PHASE z -' w - V. w -1 pPHASE UNIT DESCRIPTION _ F- 2 u < SG S'\ a E5 a '- DESCRIPTION t'.A B 3 OG 3 B A V A cy I LIGHTS 2 58.S 1176 20 1 I? 10k :0 2616 2 10k 10 2 30 ' 5232 I 2 TON BARD HVAC 3 DUPLEXES 2 180 360 20 I 12 10k ?0 t— 2616 4 5 DUPLEXES 3 IRO 510 20 I 12 I0k :.1 6 7 GPI 1 ISO 180 20 1 12 10k :0 3 9 CEILING RECEPTACLE : 20 I 12 10k 20 10 u 11 CEILING RECEPTACLE 1 20 I 12 10k 211 12 13 -1 UTILITY 14 15 16 (3)l3!0R(I)t6 2"EMT 17 18 19 20 ',IAN 21 -cr--Th).- 22 rt .f1 23 --.0 24 25 26 27 ( ' - 28 29 --1M)- 30 31 32 33 ,—tlr..13,— 34 35 , 36 WIRINGscltEMATIC 37 —d` 38 39 _d_ db_ IUK 10 2 30 I SURGE.ARRESTOR 40 > -,N1Utnt[i 658 5-40 _ _ _ - 2610 2616 1QU1]LAAl.] • - - - ��♦�♦�♦�♦�♦�♦�♦_♦♦♦♦�♦♦♦♦♦♦�•�♦•��♦♦♦♦♦♦♦♦�•♦♦ THIS DRAWING CONTAINS ♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� PROPRIETARY INFORMATION OP ♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦�♦♦.♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+ THERMOBOND BUILDINGS,LLC CT IS ♦♦♦♦♦♦�♦�♦.♦.♦♦♦♦♦♦♦♦y.♦♦ INTENDED SOLELY FOR TILE ♦ '♦'♦'♦;♦'♦�♦♦♦;♦'♦♦♦;♦•♦'♦'♦'••.Of .•`1••`.•.�.-�- N AND USE OF PARTIES O ERA71NG0.AND I FNTAINING TUUE♦♦♦♦♦ ♦�♦♦�♦♦ EQUIPMENT DESCRIBED HEREIN AND ♦♦♦♦.�♦y♦♦.♦ ♦♦ - MAY NOT BE US ED,REPRODUCED OR ' TOT)11.KVA PHASE,B 5.77_' DISCLOSED 1 0 ANY OTHER PARTIES VOLTAGE I?(11.40 _ CYCLE: 64) PHASE• I WIRES: 3 MANUFACTURER:SQUARE FOR ANY OTHER PURPOSEwru LOUT NEUTRAL THE EXPRESSED WRIT!EN PEILMISSION CATALOG NUMBERS:Q0130342IX7 TOTAL.AMPS PHASE A 27.3 OF THERMOBONO BUILDINGS,LLC MAIN BREAKER: 21k1 AMP FRAME IA'C 22KA I1RIP 200AMP MAIN LUGS: IMAIN COPPER BUS 200 AMP '40 EQUAL: 0 APPROVED EQUAL MAINS: TOP rea BOTTOM ii MOONING: SURFACE FLUSH O TOTAL AMPS PHASE B 26,3 THERMOS OND i;ip1 BUILDINGS 40 209 N Court P.O. Box 446, Elk Pelnt. 50. 67026-0446 Phone. 606-366-2000, nw.t hermobond.com Scale: NONE Tide: Dale: I117'13 LOAD CENTER Dra t_oDy: 7LH PRO ECl NUMBER: 1'R()3EC1 NAME ModelNumbtr. 1310-793 WHITING PETROLEUM AGR9113 CORP PAGE 6 OF 9 3/4"CDX PLYWOOD NAILED TO2X4W/.I3i"X3"NAIL 45 MIL REINFORCED TPO ROOFING MEMBRANE WALLS ARE FASTENED IN FULLY ADFIERED WITH'1110 BONDING CORNERS WITH 3/8"X 6"LAG ADHESIVE TO PLYWOOD ALUMINUM CORNER PIECE BOLTS EVERY 24"O.C. FASTENED W/#LO X 2 l2" is_i►ii3�►_i%3_�_i`siil►il►�ys�i►a►`s'si�% S.S. SCREWS 12"O.C. ear I METAL ROOF EDGE NAZI ED TO l'I YWUUD w 2 X 4 TAPERED'IO FORM A 2X6'S@ 6'S Cgs 12"0C I I ( DOW STYROFOAM WETHER IATE ROOF PITCH,NA[L ED W'/#I2II es R-I9 FIBERGLASS INSU[.A1 ION 1 ( PLUS HOUSE WRAP R-I I RSODNAILS 12"Or. A 1 I FIBERGLASS 2 X 4 TOP PLATE FASTENED �I,JIi TO TOP OF WALL WITH r IIJ #12DCOMMONNAILEVERYI2" llUWS1'YKUFUAMWL''fHEKMA"fL'PLUS HOUSE WRAP ROOF FASTENED TO WALL EVERY .- 24"mill 3/8"X 6" I AG HOT TS es / I/2'EXTERIOR RATED WALL I� 14I COUNTERSUNK I l2"' r SHEATHING PANEL W/.131"X 3"NAIL ► 'I �. JIJ COVE MOLDING 1490 00VE MOLDING II`y� �I1 R-ll es INTERIOR WAI I.AND CEILING TO II ( �I I2" EXTERIOR RATED WALL 0 FIBERGLASS A TO BE FINISHED WITH 3/4" I�� III SHEATHING PANEL W/.131" X 1"NAIL 0 /\ DESERT!"TAN ALUMINUM PANEL PREFINlSHED FRP/OSB BOARD (I� � INTERIOR OF WALL TO 0 oN SCREWED VERTICALLY 12"0,C. III 111 DESERT l'AN ALUMINUM PANEL BE FINISHED WITH es PERIMETER OVER STUDS AND SCREWED VERTICALLY 3/4" FRP/OSB BOARD A 24" IN FIELD W/2"S.S SCREWS II II III 12"0.C PERIMETER OVER STUDS A II�11 1�1 AND 24"IN FIELD W/2"SS.SCREWS WALL TO ROOF DETAIL WALL CORNER DETAIL 3 1/2"FIBERGLASS INSULATION INTERIOR OF WALL TO BE FINISHED WITH PREFINISHED FRI/OSR BOARD DESERT'IAN ALUMINUM PANEL SCREWED VERTICALLY 12"0 PF.RIM F:f F.R OVER STUDS AND 24"IN FIELD W/2"S.S SCREWS 2"BASEBOARD DOW STYROFOAM WE I'HERMATF. NOTES: ( ( PLUS HOUSE WRAP 1. ALL PLYWOOD SHALL BE NAILED EVERY 6" AROUND Ur COMMERCIAL GRADE TILE JI, 1/2"Ex1ERIOR RA'I ED WAt I. PERIMETER AND EVERY 12" IN FIELD. SHEATHING PANEL WI L31" 3"X NAIL I 'I►,��/�I� 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED •��"��"��-'�!'� � �� :!�1�`I WALL FASTENED TO FLOOR EVERY 6" AND TAPED W/SEAM TAPE, 24" WITH 3B"X3"LAG BOLT 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH 2 X4'S L I6"O C I�? POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. R-1 I FIBERGLASS I BO'1-I'OM OF WALL SEALED WITH 11. 4, AI.1. STRUCTUR AI. LUMBER SHALL BE SPF #1 OR #2. CONSTRUCTION ADHESIVE SEALANT 5. ALL CDX, EXTERIOR SHEATHING & '1'&G GLUED TO STUDS •��j�' WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO i»»s»�»»s�n►a►»�»>s�►»>,:►�11 3/4"T&G STURD R NAILED ALL STUDS BEFORE NAILING. -�-- -�-- 1'0 FLOOR FRAMING WI.W/.131"X 3"NAIL I•I THERMOBONDBOTTOM OF FLOOR IS3/4"CDX PLYWOOD 3B"X 3"LAO BOLT 12"OCBUILDINGStIPSEALINGWII1lANASPIIALTUNDERCOATING THIS RIE1AR G INFORMATION 209 N. Court P.O. Box 446, Elk Point, SD. 67026-0446 AND A I S X 16 X.0l I WIRE MESH FOR RODENT 6" X#9 BEAM PROPRIETARY INFOILING S,L OF Phan. �_�-per nw.tdermobond. PROTECTION THELMOBONDBUILDINGS,LLC.IT IS Corn INTENDED SOLELY WRTIIE Scale: NONE Tilt: INFORMATION AND LW OF PARTIES BUILDING CONSTRUCTION OPERATING AND MAINTAINING TIIE Dale: 11/7/13 (� EQUIPMENI DESCRIBED HEREIN AND I)Illwn N - - DETAILS MAY NOT BE USED,REPRODUCES)OR - y TLIY WALL TO FLOOR DETAIL DISCLOSED TO ANY OTHER PARTIES FOR ANY OTHER PURPOSE WITHOUT PR11}CCIIJUMDL'R: PROJECT NAME: Model Number. THE EXPRESSED wR1r1ENPERMISSION 1310-793 WHITING PETROLEUM AGB9113 OFTHFRMOBOND BUII DINGS.Ur CORP PAGE7 OF9 3/4"T&G STURD-I-FLOOR NAILED TO FLOOR FRAMING 1/8" COMMERCIAL WITH.131"X 3" NAILS GRADE TILE 2X45@ it;O.C. K/ R.I IFIBERGLASSS INSULATION i t \ ii` l ` >>>>>» >\.>»11/ 5>>>>>>>>)>>>)>>>>>>>>>> >>>> >} >>>>))> >>>/ BOTTOM OF FLOOR IS W CDX PLYWOOD SEALED WITH ASPHALT UNDERCOATING AND A 18 X 16 X .011 WIRE FLOOR PANEI. MESH FOR RODENT PROTECTION FLOOR DETAIL INTERIOR TRIM STRIP FASTENED INTERIOR FRP/OSB BOARD FASTENED TO 2 X 4 W/t/SD FINISH NAIL. TO SEAM NOTES: I . ALL PLYWOOD SHALL BE NAILED EVERY 6"AROUND PERIMETER AND EVERY 12" IN FIELD. DESERT TAN ALUMINUM PANEL SCREP 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND VERTICALLY 12"O.C.PERIMETER EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED...c OVER STUDS AND 24"IN FIELD 6" AND TAPED W/SEAM TAPE, 2 X4'S @ 12" O.C. W/2" S.S SCREWS 3. ALL SCREW ROLES THROUGH PANELS FILLED WITH R-1 l FIBERGLASS INSULATION POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. ) ) ) ) ? ) ) ) ) ) ) ) 1) > > > >> > > > > > > > > > > > > » ,, ) , >> > > > ) ) ) ) ) ) ) ) 4. ALL STRUCTURAL LUMBER SHALL BESPN#1 OR #2. 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 WETIIERMATE 112"EXTERIOR RATED WALL PLUS HOUSE WRAP THERMOB OND dh SHEATHING PANEL W/,131"X 3"NAIL BUILDINGS \/ THIS DRAWING TARYINFORMTt 5 200 N. Court P.O. Box 446. Elk Point. SD 07026-0446 PROPRIETARY INFORMATION OF THERMOMONO RI II IMNC.S,MC IT TS Phone 606-366-2090. www.thermobond.corn INI ENDED SOLELY FOR IHE Scale: NONE 1911e. BUILDING CONSTRUCTION INFORMATION AND USE OF PARTIES OPERA!NO AND MAINTAININU IHE Dale: 11/7/13 EQUB'MPP'I DESCRIBED HEREN AND : DETAILS MAY NOT BE USW.RE 1:. --Y....."1:1_PRODUCED OR1:. --Y....."1:1© TLH WALL DETAIL DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJECT NAME: Model Number: FOR ANY 01 HER PURPOSE Will low THE EXPRESSED WRITTEN PERMISSION 1310-793 WHITING PETROLEUM AGB9113 OF TIIERMOBOND BUILDNOS,LW CORP PAGES OF 9 2X4ONCENTER LINE OFROOF AND FASTENED TO ROOF WITH MOD NAILS EVERY 12"ac 2 X 4 TAPERED TO FORM 3/4"CDX PLYWOOD NAILED ROOF PITCH 102X4 Wr.13t"X3"NAILS. 2 X6 ROOF JOIST SPACED I2"or tne*10R PREFINISH FRP/OSB TO BE FASTENED TO ROOF JOISTS WJ$SD FINISH NAIL. ROOF STRUCTURE END DETAIL 3/4'COX PLYWOODNAILED 2 X 6 ROOF Joist 102 X4 WWI"X 3"NAILS. SPACED I2"O.C. NOTES: 1.ALL PLYWOOD SHALL BE NAILED EVERY 6"AROUND xmccaxeccixixixtc PERIMETER AND EVERY 12" IN FIELD.evccix7 lcinor 2. HOUSE WRAP TO BE INSTALLED 118"BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 1 6" AND TAPED W/SEAM TAPE. 3.ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. 4. ALL STRUCTURAL LUMBER SHALL BE SPF#1 OR#2. WUBLE2X 4 TOP PLATE 5. ALL CDX, EXTERIOR SHEATHING &T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498)TO ALL STUDS BEFORE NAILING. THERMOBOND ROOF STRUCTURE SIDE DETAIL BUILDINGS ir THISPROPRIETARY INFORMA s 200 N. Court P.O. Bo: 440. Elk Point, SD. 07026-0446 PROPRtEI'ARY I;JF0RMAIIU\OF THERMOBONDBUILDINOS,LLC'IT'S P11onc ODD-360-20SO4 www.th0rmobond.com INTENDED SOLELY FOR 111E Stale: NONE VC INFORMATION AND LSE OP PARTIES — BUILDING CONSTRUCTION N OPERATING AND MAINTAINGTRE Ira Ie, 11/7/13 F.QUIPMFTIT DESCRIBFDIIEREIN AND : DETAILS MAY NOT HE USED.REPRODUCED OR _Dmwn B TLH DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: ?RUM CT NAME: Model Number: kOR ANY THE EXPRESSED PURPOSE rPEERRMMcSSrox WHITING PETROLEUM OF THERMOBOND BUD.DINGS.LLC 1310-793 AGB9113 CORP _PAGE 9 OF 9 l 1'-10 1/4" 0 mot-- • 4' le 4' r 3'-10." • I M I 0 I r • I • CO 0 0 . • n-• I o , . 0 . 0 1'-6" 8'-10 1/4" 1'•6" THIS DRAWING CON TAINS PROPRIETARY DIFORMATTON OF 'IHERMOBOND HCILDINQS,LLC.rr IS INTENDED SOLELY FOR THE INFORMAL(ON AND USE OF PARTIES OPERATING AND MAINTAINING THE EQUIPMENT DESCRIBED HEREIN AND MAY NOT BE USED,REPRODUCED OR DISCLOSED TO ANY OTHER PARTIES FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THERMOBONU HDILUINt. .LLC 3/8" = t' SCALE - TOTAL BLACK STEEL WEIGHT 644.96 3 4 A36 ANGLE, SUPPORT(2 X 2 X I/4) 51.1# TOP VIEW 2. 2 A500B PIPE SUPPORT(3" NOM SCH 40) 125.6# 0tl1DINO I. 5 A992 BEAM SUPPORT(W6 X 9#) GRADE 50 468.011 SKID BEAM ANC BOLT 0 �. ` nn 1 ` WELDED ASSEMBLY No. QTY GRADE DESCRIPTION WEIGHT aill IOW DOWN PLATE LIST OF MATERIAL FYx NpAttDN O _ _ NOTES: THERMOB OND dPi2" + O 1. FINISH: PAINTED WITH BRON7E RUST PVENTATIVE PAINT. BUILDINGS w 209 k Court P.O. Boit 446, Elk Point S0. 67025-0445 PLATETODe = UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS Phone a06-36e-2090, www.thermobond.com cv IN4"THICK l 1/2 1 SCALE l ]/2 1 SCALE SHOWN ON THIS DRAWING SHALL IIAVE THE Scale: NONE Title: GRADEA36 SECTION A—A SECTION "B-B" FOLLOWING TOLERANCE: Date BOX SKID ASSEMBLY FOR WI IN 3N"VIA 11/7/43 SW. OD X 12'L. OD X 9'H. ID BUILDING 4" I CUTOUT FRACTION ± 1 /8" Di n 0y: TLH ANGLE ± 7 PROJECT NUMBER: PROJECT NAME: brawn Number. 1 1/2" = I' SCALE 13 HITING PETROLEUM 1310-793 15B0812 ANCHOR PLATE DETAIL CORP PAGE 1 OF 1 Is 14' xr x 6"ANCHOR eats In MkQVIREDJ A - - I + + / it? N 4:6" ,• i 4'-6" I 4,_61, - I 2'-6" + 0 t b - tl REDAR:rO.C S• + APT + + s s I L IP N + + + IIA 1,.C4.1 1I.ok~ PLAN VIEW NOTES: I. CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE 5 xe^AACrroxBOLTs COMPRESSION STRENGTH OF 4000 PSI WITHIN 28 DAYS. 2. ALL WIRE MESA TO HAVE A MINIMUM OF 2" CONCRETE COVER. _ [IREBAR• RRPBAR en THERMOBOND 40 ' BUILDINGS ti rl' I.11THIS DRAWING PROPRIETARY INFORMATION A OFPOO / Phone: 606-3668 2040, www.therm obond com It -" -1'7..14 r • TIIERMOBOND B111LD(NOS,L[f.IT ES '� I t:p INTENDED SOLELY FOR IHE Seale: NONE 'rive: INFORMATION AND I1.SP.OF PARTI PS SLAB FOUNDATION FOR 8'W. OD GRAVEL FILL OPERATES°AND MAINTAINING I HE Bate: J1/7/13 EQUIPMENT DESCRIBED HEREIN AND B�WB a : X 12'L. OD X 9'H ID BUILDING MAYNOTBEUSEO,REPRODUCED UR -Y_ TLH :lir] I1 DISCLOSED TO ANY OTHER PARTIES PROJECT NUMBER: PROJECENAME: DtawiogNumber FOR ANY OTHER PURPOSE WITHOUT SECTION "A-A"I THE EXPRESSED WRITTEN PERMISSION 1310-793 WJllTTNG PETROLEUM SI5B0812 OF 1 HLRMOBVNO BUHIHNGS,LLC CORP PAGE 1501F ! 206-v0,1-) nn/o000o ci TOWER IS DESIGNED AT 90 MPH 3-SECOND GUST WIND _ U SPEED 'WITH NO ICE AND SO MPH VINO SPEED VITH 1/4' ICE i� o PER TTHE IA/EIA-222-G-2005 STANDARD. THE CURRENT IBC C4 N o w 150' - AND THE COLORADO BUILDING CODE 74 i r RI N _ d -0- f:r t"' w in l- J > C� 150 ANTENNA LOADING? w x o 0 0 (t1 (1? DB-589Y WITH C1) 7/8' LINE AT TOP c.._, d _i cc, (2) 2' DISHES WITH RADOMES AND (2) 7/8' LINES AT 155' a 4' = Gra(3) 2' x 6' PANELS VITH (6) 7/6' LINES AT 145" x z cse F r-+ J V) --TOTAL FEEDLINES . 9 L�. 0 -- FEEDLINES ARE DYER (3) TOWER FACES/LEGS C el -- A MAX. OF (3) LINES ARE FULLY 100 + EXPOSED TO THE FIND W D/ E 0 'a 0 NOTES? W Q Q o Iii 0 I) 7 BAYS PER 10' TOWER SECTION 1i: ta a a La 2) STEEL VT. 0.87 KIPS ~ y W 3) ALL SECTIONS ARE WELDED AND Z-BRACED W o P 0 . t, A 47 ADO EO' CUT LENGTH TO THE CHORD ►-; 6 S0" GUY LENGTH a „ wt. r o I i to w A U 'Al a Q3D'E-9b I\AO Nb2i 1201 1'-s' c/c 0 ' OF LEGS V ttoiti, y"``.tto tlurl�l��ii 00 R H - 0. 4 K H = 6 K ,,, Q,P.,,......• �S• � V = 14K VEr5K rio:•�\ S. l � R = 7 K O . V ��'• �" '� Ioi 30164 • . tt ; A 336 :• ( 7NJJ/, c /\ 7'ONALtq1a uuHiutu` LEGS (50 KSI) TOWER BRACING BRACE GUY VIRES ELEV. SIZE ELEV. DIAGONALS (36 KSI) CONN. ELEV. LENIG. SIZE LT. O'-160' 1.5' OD x 16 GA C'-160' 7/16' Id SOLID ROD C-B) 'WELDED 50' 130` 3/16' EHS 0.4 K 100' 156' 3/16' EHS OA K 150' 192' 1/4' ENS 0.67 K ELEV. GIR?S 136 KSII O'-160' 7/16" 0 SOLID ROD WELDED GUY RADIUS 12 120' 718' p SOLID ROD 2.-6' 0 ♦ ANCHOR SHAFT VITH - •. 3/8' THK. HAED PLATE GRADE GRADE -\ a (6) *5 V-BARS F r 452' VITH #3 TIES r i AT 9' D.C. £4l .5 H-BAR X __ ---r- in le -1 in LONG VITH • _ ,• • • •• (8) *3 BENTS f • - *. ' •, • i0 i I I EQUALLY SPACED - • FOR THE TOP AND 1. •• - ' - •• ___I + FRONT FACES 1--6' X V-0- LONG BASE FOUNDATION GUY ANCHOR ,\`0tf 0utltLtiw% (CONC. = 0.91 G.Y.. ONE REQUIRED) e 0. REG ray (CONC. = 0.6 C.Y. EA., 3 REQUIRED) ��' Q-Q;�•'0 G�s. 4s1 L% . �.0 ct' U ' 0 I 30164 : I 1.cfrSS A /ONAI. � ..��`\ 114muiuntt\tt VIND LOAD. NOT SEISMIC LOAD. GOVERNS FOUNDATION DESIGN FOUNDATION IS DESIGNED AT 90 MPH 3-SECOND GUST VINO SPEED VITH NO NO ICE AND 50 MPH VIND SPEED VITH 1/4' ICE PER TTHE IAIEIA-222-G-20O5 STANDARD AND THE CURRENT IBC AND THE COLORADO BUILDING CODE ..\ `.. CHI S. LEE, R.E ., S. E. RANDY'S TOWER SERVICE ' NOTES: 5801 LORRAINE AVE. P.O. BOX 38 G SIOUX CITY. IA 51106 ROLLA. KS 67954 \\a1 1) FOUNDATION DESIGN IS BASED ON A SOILS REPORT 2 E-MAIL: CHISLEE-PEoaCOM PHONE NO. t620) 629-1712 (4211350351 BY TERRACON DATED 2-3-14 t 160' GUYED TOVER N 2) RE-BARS PER ASTM A615 GR. 40 to VHITING PETROLEUM CORP. 31 ULT. CONCRETE STRENGTH - 3000 PSI 4) MIN. COVER OF CONCRETE = 3' 0 0 -26-14 CSL BUFFALO VALLOV, MELD CO.. CO Q 5) A36 STEEL MATERIALS z Ix REV. DATE DESIGNED BY CSL JOB # 2014) 6 -3 0 i NOTES: S I. GROUND ROD CLAMP: S/S" 2, *4 COPPER VIRE X 30' LONG 3, GROUND ROD: 5/ 8' x 8 '--0' COPPER ROD 4, BOTTOM RE-BARS 1 75. TONER BASE 1 Ny7 \ / �`` c,0tmiaimmI,,,,,,G% O1 30164 •• � • ag 2 7:024, • c � �, . '4 F ........• \ o`er , 1 itti i 0 N AL St‘'" iun nnnntor p / Q CHI S. LEE , P.E., S.E. RANDY'S TOTER SERVICE 41, 5801 LDRRAINE AVE. P.O. BOX 38 iThi SIOUX CITY. IA 51106 R[1.Lh. KS 67954 .„, E-MAIL: CHI FE-PEQQ.Con PHONE NO. t620) 629-1712 O en GROUNDING DETAILS PER E lA. C 4 O • VHITING PETROLEUM CORP. 0 1- 0 BUFFALO VALLGV. MELD CO.. CO a -e6-tq CSLz 0 a REV. DATE DESIGNED Mr CSL JOB #2014J -6 -3 i. NOTES: 5 I. GROUND ROD CLAMP: 516' 2. # 4 COPPER VIRE X 30" LUNG 3. GROUND ROD, 5/8' x 8-- 0' COPPER ROD 4. ANCHOR RE-BARS 1 5. GUY ANCHOR SHAFT 4 2 r /z 4 / 3 : %" 0 REG 4t4, 1 O E.: 0 1 30164 = o • -o P. Q i 0 • .ye• ANccct .,'s/oN AL et�\% "«uzjJJniu mu '1 lk Q CHI S . LEE, P.E., S.E. RANDY'S TOWER SERVICE 5801 LORRAINE AVE. P.Q. BOX 38 SIOUX CITY. IA 51106 ROLLA. KS 67954 o _ A0 E-MAIL CNISLEE-PEoQ.COM PHONE NO. 1620) 629-1712 01 GROUNDING DETAILS PER E.1A. ?\ a> VHITING PETROLEUM CORP_ r - BUFFALO VALID/. VELD Cll. CO 0 0 2-26-14 CSL C cx REV. DATE DESIGNED By CSL JOB #2OI4J -6 -3 Q 5 NOTES; 1 1. GROUND ROD CLAMP: 5/8' 2. *4 COPPER WIRE X 30' LONG 3. GROUND ROD: 5/8' x $'-O' COPPER ROD 4. BOTTOM RE-BARS 5. ANCHOR BOLTS I i 2 199. R EQ:1% L tell Ft I 0 •tiNe S. 4 4,,t)e.p % J a O ; • c a� 7 C) 1 3016 A • 0 z n a r e • V�,i 1 ; a's, ' ( / • O'ONA uituittsitt;i;Xt " 4 1 O 2 CHI S. LEE, F.E. , S.E . RANDY'S TOWER SERVICE d 5801 LORRAIPE AVE PA. BOX 38 - SIOUX CITY. IA 51106 ROLLA. KS 67954 9, E-MAIL: CHISLEE—PEOO,C011 PHONE NO. 1620) 629-1712 eNi C / 8 0 Hello