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HomeMy WebLinkAboutPlans-rno 0 m D 11# Enterprisses LTD. BLCD-9-12-2620 skid bldg 43400 CR 256, Loma Douglas Pass Communication Facility o��/cE copy W IN ll A ENGINEERING & SURVEYING, INC. 808 MAIN STREET - P.O. BOX 746 EVANSTON, WYOMING 82931-0746 PHONE (307)-789-3602 FAX (307)-789-6456 PRINCIPALS: Cloey C. Wall, P.L.S. Kenneth J. Wallcer, P.E. November 11, 2009 Rex Headd Union Telephone P.O. Box 160 Mountain View, WY 82939 Re: Equipment & Generator Buil Garfield County, Colorado Dear Mr. Headd: Attached are sheets 1 through 4 of Union's 8'x8'x12' cell hut and sheets 1 through 4 of Union's 8'x8'xl6' cell hut. We have reviewed these construction plans based on the following criteria: APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS . GARFIELD COUNTY BUILD G t EPART �fT Zr Z By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Pale of 1. An 8'x8'x16' skid mounted generator building weighing 9620 lbs. 1. An 8'x8'x12' skid mounted generator building weighing 7750 lbs. 2. Design snow load is 80 psf. 3. Design wind load is 90 mph. 4. Allowable soil bearing pressure is 1650 psf. The buildings and foundations are structurally adequate for the above design criteria and also conform to the requirements of the 2006 International Building Code.. Sinc rely, ei — Harry L ��oore, PE.LS 1 R:1Docuinents12009109-22 Union Telephonel09-22-04 Garfield Co Cololequip & gen bldgfdnl.wpd 1— Z i U PI n 0 N s. o Pl N CELL HUT a a p —. 1 d' 1 F EXCHANGE; 09/ TAXR DISTRICT 0 COUNTY D X UD x a cc til a 4 y 1— Z i U PI w cho r-xw,��g1W^�^a o hi w NOz i2 O▪ xWbj Fm D Z.. 4:1- d W O �O 2`7W4'V fn °M°Ww OXK N. 'Q WIDOW ZEI¢J Oa77Y( NX c>o9Z W▪ 131.-ZD EaE£� �1 zza{g.-. W 6.... La. -.07J lid. pp•Ypad :mot; 1- u.mc4 MULd,3� Jy a� J 7a47� JFi.¢7 ¢-\+ F wR0II ¢jha,¢ aF�-(Wp M¢y�ta OZ qqPI N[T1 w ¢<Q E.n ‹f ZMQW <-1,'PIW"-WWW FW- QOce W.-i"�O OOF-WO ZOayn.g c Q �J�o2 J7MC1= a¢N(�oowQ Z. IiO JL_ aiW a4.n o (77S,r_WZ 3 3 EU 2q- • 8 • L' Uo O a a 0 )r ~a =s L o;<s c▪ N 0 0 • a2/1 8 4 ,1T/E LT 2/T bT N 0 O U7 N 0 0 11u n ti n it-�i a 14-15 3/4°CTYP) nT7A Tr n I T O t-1 .-i 1 In 1 IL >-1„ 1— V O ko F- uo�- x Zu b 4`� I Q lb b Floor Is 1 1/B° \1affer Board a2/1 8 4 ,1T/E LT 2/T bT N 0 O U7 N 0 0 X L I 1 F- uo�- x Zu 'ell CO N, I Q lb b Floor Is 1 1/B° \1affer Board -1 g i h W V N aLl qd Z 0 BJ ZD ya' as 6" JM V t7o op 0V C E C w i'- o Lt_ N O O CU Jx �yJ 0 N d . iz .EXCHANGEu 09/2 WA TAX DISTRICT $ COUNTY. DESCRIPTION. SKID FRAME FOR 8'X8'X3 pF N� E(7 Z .-i N M OJ In 0 L 15 k0 ::.....:...:..:: per side Geake from 2° Angle) .03 „0—,Z CONCRETE SHALL BE MIN. 28 DAY, 3500 PSI STRENGTH REINFORCING STEEL SHALL BE GRADE 60 TO- VIEW 0 SIDE VIEW \A d) 0 z a CO 111 ac a ogRai C 11. taiCa 404 11.1 left kit Cali ®ka � oe CO 0 >I_ „0—,C 00—,OL ,.0—,C 7"X2'X ' FOOTINGSLABS 0 z 0 -J CO Q •TING SLABS O PC -co ?c co L1- X k co ro 0 0 CO z N 0 CC C ^Z^ U/ Z 0 m x TELEPHONE COMPANY THIS SITE IS TC BE CONNECTED TO UNION TELEPHONES NETWOZK VIA MICROWAVE RADIO. POWER COMPANY: MOON LAKE ELECTRIC ASSOCIATION, INC 188 WEST 200 NORTH POBOX 278 ROOSEVELT, UT 84066 CONTACT: ROBERT K. KISSLING PHONE: 970 675 2291 PROPERTY OWNER: #11 ENTERPRISES LTD P.O. BOX 88 DEBEQUE CO 81630 CONTACT: SCOTT STEWART PHONE: 970 283 9420 SURVEYOR: ROCKY MOUNTAIN SURVEY, INC. ROCK SPRINGS, WY 82901 CONTACT: KENT FELDERMAN PHONE: 307 382 2212 APPLICANT: UNION TELEPHONE COMPANY 850 N HIGHWAY 414 PO BOX 160 MOUNTAIN VIEW, WY 82939 SITE ACQUISITION: CONTACT: REX HEADD PHONE: 307 782 4218 EMAIL: rheadd@unionwireless.com ENGINEER/DESIGNER. CONTACT: DAVID OLSEN PHONE: 307 782 4114 EMAIL: dolsen@unionwireless.com CONSTRUCTION MANAGER: CONTACT: JUSTIN HAWS PHONE: 307 747 7054 EMAIL: jhaws@unionwireless.com PROJECT INDEX ELEVATION PLAN VIEW TITLE PAGE TITLE —� W W W DRAWINGS ISSUED BY: TITLE DAZE. (T .D. W N SITE DESCRIPTION Un 34 LOMA, C 12( yri+tn76 Pon�yFi00(0 - N,1ra A ry�e)60 ,roCZCprnp4-)0a .T.yoo g°at'oo=i' m z ' a9P' P'' % - zd,,atv � O0a�0H00H�=A�CfOA HxnmOH���•w y • Z� zrHb.Hou,,0- H�zyOpOOn O2 toa<Hzrznozon rnn08 x rmooroza,.2zo°0°y0ooHrnya�n0h*0�oaCm' e00nM ti4xa v,-- ��O-o�.00aoMxmoao< H'OAC' AVi_ Oznn'vz.�Y=ZFri OoK Na�'n0oom&Ias• Oo 7y rCG) nrorr- grn.. t, w O4 v'-GHH O.P, a C7ee aA- H�,'tn-c�°°� 14) -T-?- thy°°, dxoom p:4 cz�,��w�oe r 0tnrnra > vDI9DIo 0 OOtv r�ai CA 0 ASR'. N/A >8KM ELEVATION: 8806' AMSL GEOGRAPHIC COORDINATES (NAD83): 39°35'58.058"N 108°47'47.383"W LEGAL DESCRIPTION E1/2 NW1/4 S25 T5S R102W 6TH PM VICINITY MAP rIM *WGJect ea SEenRe. '�i Anrme. Oelonne Topa L)SA& 7.0. IPr.delarme cam 41N jl 0.7' E) s Y 7 U } o �i A /ff - s it/J T f • Y .,, v LIP 9 -ti - f11 if 1.• i ,F„ • ` �'...,� i s y (' t ., 'fireless PASS 1 SITE kD NO 256 TY, COLORADO IG TOWER W REVISIONS rA m5 m ri m A X m S 5 E H n 0 O 3 3 SHEET NUMBER: T1 SHEET TITLE TITLE PAGE PROJECT ADDRESS 3400 COUNTY ROAD NO 256 LOMA, CO 81524 PROJECT NAME: DOUGLAS PASS T D m O "D m X 70 m m= 33 03 N T O m 0 REVIEWER: <REVIEWER> DESIGNER: DAVID OLSEN co CURRENT REV THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARY. ANY USE OR DISCLOSURE OTHER THAN THOSE AUTHORIZED BY UNION TELEPHONE COMPANY IS STRICTLY PROHIBITED. UII:1Q!! 850 N. HIGHWAY 414 PO BOX 160 MOUNTAIN VIEW, WY 82939 N N N DATE 0 m W w 1i n 0 c z D H 0 z H m z 0 0 0 0D 0 n20 A O M M D Z Dm 0> z 0 z 1 II II O 2 r rn m 0 o D m 23 Z m D mI- z m z m m 0 c z 0 O z 038aV8 HLW' 30N33 )NII A W N mczz 55 D O W D = O O co Z m m0D ZmcD OHCCC9mmpmmZ-D�p--CImrZm moSC?�T-n0�0Hx I z D z m O M m �,H.00A�0m WI E Z> -< CO 0 D m CO > oDc Tm -D I0bZ-' z D Dz m z o momm0 xi zn� oc a'm= 5 ; 0 r� D o z r z om m 0 0 O S3J ON 1VHAN3O 1 m U V z rfl OA -n 0 m 1Th 0 m z m� Om 03m mm C r=p oz zm 0 m m C O z 0 O z z nm m c= F 0 Z zm 0 0 23 - zm0 m O W 2 7 C_ r Z z0 Q' HO C>0 F 0 zz O - 0 { 0 m D O o C TD0 D C Z �C M = 5 A 70 m = 31111 133HS M3IA Ntrld W o 0rjp C) p0 D � 0 1] nr. O A Z 0 N cn SSVd se1onoa <2i 3M3 Vt32i> N3S1O OUtv0 A321 1N3aan0 rn 0 mm 00-1 o0 0 O0om z r C Z W p m mzz0 m v D 270 0mpz Z x 0 m m O 0iZ 0 z p D m�<z D = m Z 0 D mz2 mac__ A=my 500 -1 70 73 r N < m 0 VNN3INV dIHM VNN3INV dIHM S3HSI0 MW S3HSIC� 'NW S3HSIa MW S3HSI0 MW SVNN3INV £ 13/31 SVNN31NV Z 13A31 SVNN31NV 113A C) NOIIVA313 SSVd SV1onoa <13M3 1A321> N3S1O alAVa cn A321 1N3aafl3 m 01 0 01 m v m 0 O A < 0 0 m O z 0 0 m = z r C m ° 0 K, mZCZHAHz OI m (0> m0- 00Om Oz Z A vM-1 22 O omz' z vZ D 2 m z O D mzz mac__ A = m 0) o0 {N m 0 r oF CoLopo DIVISION OF HOUSING RY BUILT NONRESIDENTIAL STRUCTURES CERTIFICATION HIS UNIT COMPLIES WITH THE FACTORY BUILT NONRESIDENTIAL STRUCTURES STANDARDS OF THE STATE OF COLORADO Manufacturer Certifies The FoIlowing: Roof Design Load PSF Wind Design Pressure ' PSF Floor Design Load PSF Fire Rating Exterior Walls 11111101111111HR Fire Rating Floor 1111101111111HR Fire Rating Ceiling HR val No. Certification Nc. FBNR Date 11111=111111111 7707 SEAL NUMBER F2- 106182 Ian Approval No, 'A. CortlficatIon Ne, 1 IINFI OINC. 1 1 0 I 111,10 1115.1 SEAL NUMBER F2- 106182 NTA, Inc. hereby certifies that this Modular Structure has been inspected to, and conforms with, the applicable code complian e standards as listed on the 1 manufact rer's DATA PLATE. Manufacturer's Serial Number: I 5' NTA004 GFRC SHELTERS 3727 EAST TEXAS STREET DOSSIER_CtLY.I.SAMIANAdi 111 MANUFACTURERS SERIAL # 502644 Si AI f L.LL.r.41-6,3in MODEL DESTINATION: DATE 1. THIRD PARTY AGENCY: Nta F2-106182 ins Ilinrth Oakland Arc 4.129...,*, IX THIRD PARTY LABEL # & LOCATION: F2-106182 FACTORY INSTALLED EQUIPMENT MANUFACTURER MODEL # SERIA L F FURNACE AIR CONDITIONER SIIN LI/[60H1 05CF SUN BYE60111-05CF DESIGN CONDITIONS USE GROUP: B-4 C9911177QRS C99078485 ROOF LIVE LOAD: TYPE OF GAS CONSTRUCTION TYPE: 100 PSF FLOOR LIVE LOAD: 200 4 PSE SEISMIC ZONE: WIND LOAD: 110 MPH/ 29 'CODE COMPLIANCE THIS I.5NIT IS CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING 5-8 PSF CODES a •rrs a Dr, DT 71 TYM,f7 r-nr.r GFRC SHELTERS Shro (port, Louisiana Id Frit $111156736 Ofilte131$41.413 Niode sedai it MIMI .r28/2008 5:31:45 PM, User364, 1:z-8, �J L i i' i i t i t i i ih �� CA � (n (n (n O �l �7 �l rn,ZZCDi)rnoo(70>00 inmoo- 3_ rm (�3**3m-I-tO C�DX�D0>OZ0 <r croon Dm30orn< 0-oci)xo71oo-o-<71 r m m-O0�z'SC0 oCrnrnrnMOM> *.• 0 c30 0.. 73-nZO Pm D<�+-DDrn�000 O -o no -II> <pcno rn 0 3 m c0.) =0-1-11 cn �n1 X7 -0 -n --H 0 -11 -= Doo m rn • o r;' H z 0 7 rn 1+ 0 O 0 0 z Fo o 0 E H viva NOISJG 4NV SJOlOVA ab'0i - = v� rn D D rn W � 0 cn v) w cn cn cn JiOrn�D��� cn ao-cn MM z-�D � 3 -_-{ 0 II II 11 II II II 33 ZZ rCz �(n N0 0000(7(") �Nz-op><7) �,,F).�oNcno O cn0r 0m 33 D ov rnm zro— rn— \)= >00. ; nz � �rnrn0� D -n D0 x<o I rn 5rn o� rn , N -1 I 0 . - 0 rn=m 75 vDr=&.5 om m 0 zD 73 •ziz z 0 o 0 0 -o -17 D 0 rn ccn - rn 0�rn D = 3 ✓ r- 0 o (n 11 0 0 r rn 0 co -n z 0 0 0 rn H 0 0 0 0 rn rnrn-1(nC r 0 rncm(1) -o-m DD0Hr D> 0 D> z r Z zz D _1-0(n Z r0 D O 0Z0° - 0 - 0 D DMZ miN D Dol cn D 0) r (n W -0 0 _ (n 0 (nv ZrnIN) rn� m 0 (1) Fil zD D� (n UI sO = 0o - 0 0 Z 0 Fri rn r r -o z rn 0 (n c 0 H C Z7 D (n rn rn r -n rn r D 0 C H 0 0 x 0 O (n _ rn rn NOI1d12i3S3a D m p — $ I G) • U1 I N x N CO O x .0 _HAHS elAAOD m 1n m rrnn D m m 1m m 0 D m n 'c V , 0 m XI S310N NOISIAAH PROJECT/CUSTOMER N4ME AND SITE WALL- WITH IN 3FT. OF THE CORNER 35.09PSF, - 45.98PSF WALL- GREATER THAN 3FT. FROM THE CORNER 35.09PSF, - 38.23Ps1 ROOF 76.95PSF SV JS02 NO 03SVE1 -n 0 r 0 0 N S21flSSALId ONI0GVT0 9 SIN3NOdk00 5. MAXIMUM BUILDING HEIGHT ADDRESSED IS 13'. D m -H o= O N C 3 Z rno Z c C z Zm Z O o= rn D- 0 Om 1 1 t FLA.> NTxi'TJ ?-grgl'ix G6:4 o rnxpegp7,8 0 ,_�� C 4@d m et1 (J) --13>H o 0= mm rn cri C_ rnWr 3F0 — n O mi�=� rn� Drn 0 m O 0 m C� 0 D 0 m - 0 m cn � Z v r n 0 - rn� D> z03 r 0)0 z 0 N (n --i O Fn 0) 0 - n 0 m 0) r r 0 co r 0 - o rn DC7 r m 01 0 c,+ 0 -n _ rn N O O 0' 0 n N CO (n C C F co m omc z Hrn O 0 0 .zm7 = rn mcn W -Do c -o r • O o G-) D 0 II O ("H0 N = C N m_1 • 0 D 0 0 o > rc DD D c m co C 7 O o =I 3 z °J 0 z v) D c-) TI min -0c-Ci 0 7) r7 � (n (7 0 • n (n — O (no 0 SCION 1V?. 9NAD 07 0 z D Z r- cn O U, rn H F) O D m < rn 2 Fnm 0 -o rn 7zi 0 rn 0 Z 0 Z cn - o 0 n rn 0 'NOIIOIaSI lfl(' 3. ELECTRICAL HOOK- UP. ELECTRICAL OTHER THAN SHOWN 2. ANCHORING OF BUILDING TO FOUNDATION. I. FOUNDATION INSTALLATION. (SUBJECT TO LOCAL APPROVAL) SWAlJ GA11V1SNI a-lAIJ A0 1S1-1 MINIMUM SETBACK REQUIREMENT: PER 2006 IBC TABLE 602* 0 Z (n 0 -I 0 z H m N 0 0 0 0 () m n (n O (/4 ✓ r 0 r- r m _ Z 0 07 ✓ 0 m cu O 0 0 rn z 0 (n rn Z77 0 0 0 0 0' rn (p1 C./4 CO 0 (n 0 D (n N ADAAG (EXEMPT PER GENERAL NOTE #3) (fl 1'06 aavaNd1S 3d2JHSb' 7002 3003 1.13db'S 3d11 101 VddN 9002 04 N - 3a0D 1VDIL1103-13 1VNOIlb'N SO02 003 1VDINbH3 N -IVNOIIVN2i31NI 9002 3003 ON I al I fl8 1VN011VN2l31N 19002 :SAONalAAA> ]Goo 28/2008 5:31:50 PM, User364, 1:48, .adOps-LT m=moo m D n O H00 0 xi 0 m > 0 n --� m z m m z —i m U) O O N nm� 0 z 0 zom 0 mO0 D 73 • O z� rn m x D 0 m —i m cn m D H 11 lh 2L n i 01 SD m NOIldIb3S30 0% N 00 0 x rn x rn O rn r - m O z A m N 0 m SalON NOISIAab PROJECT/CUSTOMER NAME AND SITE 1 N co n A-18NJSSV 13NVd 9'-2" u 9'-2" 9'-2" u D D o D 7 si OW 4 • 4 s s +O $44+.1*..4+1*11'. ++ ++X000++ X000 x.00000.i000.�000.r000.�000.000.�00.44 0`X00�000`�000`�000`�0�0`�000`�0�`0`X0`�000`�000`�000`�0�0`�000`�0�0`� OO�OOOOOOOOOOOOOOOO.i000.�0000 0`X000`�000`�0000�0�0`�0�0`�000+000` 0`�0�0`�0�0`�0000�000`�0�0`�000`�000`� 00 000000000.+00 0000 x.+00 0000 x.+00 4`.000`�000`�000`.000`�000`�000` ++ ``X000`�000`�000`�000`�000`�000`�000` `.000`X000`�000`4000`�000`�000`�++.4a 00.�000.�OOO.r000.Va0.i0000000000 0`X000`�000`�000`�000`�000`�000`�0�0` 0X000`�000`�000`�000`�000`�000`�000`� 0�0`��0`�'�#++S+s+++.0.40t%s+++0 O�A00��00+'�0`�O��i :se010`X00� �OOOy�O,,��0,�000`�000��0000�0�`OOO,O,i 0`X000`�000`�0�'+`�0�0`�000`�000`�0�0` 0`�0000�000`�000`�000`�000`�000`�000`� � �0`�0�0`�0�0`�0�0`�0�0`�0�0`� �0`�,'i 0`�00�0`�0�0`�0�0`�0�0` 0�00�0�0`,'� 00 �0�00���00�000`��i 0`�000`�000`�000`�OOi eX000`�000`�0!:!t0`�000`�000`�000` 000.+000.+000.+000.+00.+000.+000.+00 0�'�;0�.��'a0��'i0`Vi0`Vi0`�`0�0`�0�0 wV_��w0!��w0!a�w0!a.�w0!��w`��.+� x.+00 ►0 �0 i� :�0 ►0 X00 0`0000`C0�0`C00�`C00�`C00�`C0�0,�.•►000 0 9'-2" i 28/2008 5:31:57 PM, User364, 1:48, dOps-LT o' cn - n. iv D -Inc cD m < <nr D Am mr =1.0 Zr om rr >c mA D r Dor n r r c A m 1 r n D S m w m D m z 3 m m D m 7,Z 0 Z Z 2 r H x n D m c m O D D i = A n row D D- z ow 00 Zmm ZO -3n 0cn2 Ar oZ ODm 01 PN HDr 4W m czn == om --099m mm C -I 01 m (n 7J 0 r- D n 0 0-9 D 2 c m m 0(> _I Z n Om mm-ozm1oC 73 o A m 1 1-111-11-, z c (n 0z < mr mmGln r mmA Fn 73m r .Zz m co -I rn v m Z0 m nm w co 0000nm�• o LI D 3= O rtA1 N m r (!� nXi • DD 3 ZS -) D 1 O O m <"=- IT 0 00 M C9= D= O 1- w M -9 0 o rnA • -cAur�g�- 0 m -4 o Eh a7 om z w m 0- 0 z C), m z m D r Z 0 rn (n 0 0 D m 0 K- I 01 N en z m 1 2 om J..18N3SS`d 13NVd 4'- I' 4' J \ / \ <- A' \� / yn /� \ \ � / N D IN V z m r z rn r w 9'- 2' 4'- I' 4' r 7'- �a 4'- I' 4' J \ / \ <- A' \� / yn /� \ \ � / N D 28/2008 5:32:03 PM, User364, 1:48, dOps-LT CD S rn 01W rn SS32i0W ONV 3WVN ANVdWOJ DL N C0 0 A f I a L I ()'I r 1fO, V1 1GNVd 1?:IONO0 ni m NOIldI2J0S30 co D m SlON NOISIA r t g Z Rm n A18N�SSV 1JNVd z r- 9'- 1 1/4' >13 Z g • D A ✓ z Z -m q W A 9'- 11/4' 9'- 11/4' 1,3 -,Jzoizuuts5:iz:u i f Iii userib`t, i:`ftS, ;,adOps-LT z N z z 0 NOIIOAS 1" 3�4 V N0110JS 8 NOIIOAS 01OH 2,1V8 9 'ON 3S11 SHIVH3 H11M 1410 070H ?5 8 9 'ON 331 7" 5" 2" 7" 1 " 5" 2" n Fdm J) z f I i cn F II 2 m n cnD z m -I NOIld1HOS30 0 -1 m S3±ON NOISIA32i 'O£—H = 3111VA-6 NOLLV1flSNI '9 3. ALL STEEL PLATE SHALL BE A36 STEEL. ALL STEEL BARS SHALL BE A615 GRADE STEEL. 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D i1 C�) m r ren SS321000 ONV 3WVN ANVdW03 21 m NOIJ d12i3S30 11 1 Z NV1d el001J 7V31d10T1� 0 D 1 m N O rn SlON NOISI/Gd PROJECT/CUSTOMER NAME AND SITE I O O z .0 -,I = .7/1 :31V3S 11'-6" UNIT #I 2- TON A/C L PANEL B UNIT #2 2- TON A/C D z rn r N PANEL D 4111P - H rIvDI2IELO IE 11 DIIVIAIRHDS g FEEDER SIZE: - - - KVA DEMAND: - - - TOTALS DESCRIPTION BUS RATING: - - - SOURCE: - - - LOCATION: - - - m\m \ w D I VOLT- AMPS Z N V CJi N IN (N NO V (P (N - V (J' w - O 7 TA Z , ZZN r ! CN O N Cn N (3• N L N N N O c c N a CA p, L� N Z O 7 IVOLT- AMPS 61 Oa - - TOTALS HHHHH':'\ Xi n D rn m DESCRIPTION 4111P - H rIvDI2IELO IE 11 DIIVIAIRHDS g Obliterated Sec. Corner l wvin Buttes Land Co, I.LC Township 5 South, Range 102 West Garfield County, Colorado /1 11 11 1 1 ,' 0 1 „ s .V -J c? 1 T2//r/� �\ /.- / 0 � 'T1 ' Proposed Access Road , i I i i Proposed Douglas Pass Communication Site Area of Enlargement Is • Section Corner pJ2r�.�e •e.eao.°Roo r°°• Counisj O O vI— Quarter Corner 25 1 f 1 j ACCeSS i Proposed UTC j Road Buried Paver N76° 16'58"W Proposed 79.75 Comm Site i Tie -!n cd Parcel /ij Exist.Tronsformer T2;< ,7'1OPedestal i „T1 Enlarged Detail Scale: 1”=200' Corner Tie Table (To West Quarter Corner) No. Bearing Distance T1 N53•46' 44"E 2199.39 T2 N52°09'05"E 2148.93 Scale: 1"•1000' Record Ownership 011 Enterprises, Ltd Certificate of Surveyor I, Kent E. Felderman, do hereby certify that I am a Prof essionol Land Surveyor, registered under the laws of the State of Colorodo, employed by Union Telephone Company to perform a survey of a Communication Site POWERLINE, and that this map acurotely shows the results of said survey as performed by me or under my direct supervision, commencing on the 5th day of August, 2009. ouo0ulrptq REG/9%14 _111> G269 '1 E. FeldermarT, 26956 I41 NA L i0a.e? 141d1 11% A'Acapc,krot' ilkBross Cop Section Corner Drawing No. 92705 R.O.W. Summary Totol proposed R/W width is 16.0 feet, lying 8.0 feet on each side of the centerline shown hereon, being 79.75 feet or 4.833 rods in total length and encompassing 0.029 acres, more or less. EXHIBIT 'A' MAP OF SURVEY Proposed Power Line to Serve Union Telephone Company Douglas Pass Communication Site *11 ENTERPRISES, LTD Lands East Half of the Northwest Quarter Section 25, T5S, R102W, 6th P.M. Garfield County, Colorado Proj No. 09-027 8/15/2009 - K. Feidermon Rocky Mountain Survey, Inc. Rock Springs, WY 82901 (307).382.2212 Sybeyhq&Mnppbq&niees,GIS enelopieal Licensed M IVjnmbi& Colorado & Urals MAP OF SURVEY Proposed Power Line to Serve Union Telephone Company Douglas Pass Communication Site *11 ENTERPRISES, LTD Lands East Half of the Northwest Quarter Section 25, T5S, R102W, 6th P.M. Garfield County, Colorado Proj No. 09-027 8/15/2009 - K. Feidermon - 2640'(GLO) 0 0 0 z Obliterated Sec. Corner Township 5 South, Range 102 West Garfield County, Colorado S89° 59'W - 5278.68' (GLO) 7 t✓in 8ultes Lund Co, 1. LC /1 tf 1 i r m / / / Quarter Corner 1 Proposed Douglas Pass ,,,.,— Communication Sl e �ck a2 y �o' 1a o p.,..,' ▪ 'oae 2 L49 I �� �S6g° 2e Count L50 0o L4 407 L4 I / L51 • " �_IL43L42 L45 L38L4L41 L40o L52 L L34, Q370 L35 L36 L39 Prosed Access Road 25 Section Corner Road Alignment Table No. Bearing Distance L34 S 39°27'49" E 580.02' L35 S 70°17'37" E 108.79' L36 N 52°56'09" E 177.28' L37 N 69°02'14" E 126.63' L38 S 79°37'22" E 505.20' L39 N 70°54'00" E 114.13' L40 N 31°39'21" E 190.88' L41 N 39°37'58" E 125.64' L42 N 61°25'47" W 48.64' L43 N 89°38'49" W 93.81' L44 N 66°02'55" 8 83.04' L45 N 50°44'28" W 157.43' L46 N 60°22'54" W 201.36' L47 N 82°35'59" 1'1 244.15' L48 N 52'36'06" W 259.65' L49 S 83°45'53" 8 61.96' L50 S 12°13'54" W 140.03' L51 S 07°36'46" 8 200.46' L52 N 85°19'59" 8 62.54' Scale! 1"-1000' Record Ownership '11 Enterprises, Ltd Certificate of Surveyor I, Kent E. Felderman, do hereby certify that I am a Professional Land Surveyor, registered under the lows of the State of Colorado, employed by Union Telephone Company to perform a survey of a Communication Site ACCESS ROAD, and that this mop acurately shows the results of said survey as performed by me or under my direct supervision, commencing on the 5th day of August, 2009. Bross Cop Section Corner Drawing No. 92702 R.O.W. Summary Totol proposed R/W width is 25.0 feet, lying 12.5 feet on each side of the centerline shown hereon, being 3,481.64 feet or 211.008 rods in total length and encompassing 1.998 acres, more or less. EXHIBIT 'A' MAP OF SURVEY Proposed Access Road to Serve Union Telephone Company Douglas Pass Communication Site #11 ENTERPRISES, LTD Lands E1/2 NW1/4 and SW1/4 NE1/4 Section 25, T5S, R102W, 6th P.M. Garfield County, Colorado Proj No. 09-027 8/15/2009 - K. Feldermon Rocky Mountain Survey, Inc. Rock Springs, WY 82901 (307)-382.2212 Surb014M, G1SDadopmaa Licensed In 115nmhg Colorado & Utah MAP OF SURVEY Proposed Access Road to Serve Union Telephone Company Douglas Pass Communication Site #11 ENTERPRISES, LTD Lands E1/2 NW1/4 and SW1/4 NE1/4 Section 25, T5S, R102W, 6th P.M. Garfield County, Colorado Proj No. 09-027 8/15/2009 - K. Feldermon Proposed Powerline Right -of -Way to Serve Union Telephone Company's Douglas Pass Communications Site 1111 ENTERPRISES, LTD Lands SECTION25, TOWNSHIP 5 SOUTH, RANGE 102 WEST; Garfield County, Colorado EMI TIT 'A9 LEGAL DESCRIPTION A strip of land 16.0 feet in width, located in the East Half of the Northwest Quarter (E%Z NW%), Section 25, Township 5 South, Range 102 West of the 6th Principal Meridian, Garfield County, Colorado, lying 8.0 feet on each side of the following described centerline: Beginning at a point lying N 53°46'44"E, a distance of 2,199.39 feet from the West Quarter Corner of said Section 25; Thence N 76°16'58"W for a distance of 79.75 feet. Said strip being 79.75 feet or 4.833 rods in length and containing 0.029 acres, more or less. All bearings reported herein are referred to true meridian based on GPS observations. All in accordance with the Survey Map No. 92705 attached hereto and by reference made a part hereof. Page 1 oft Proposed Cell Tower Parcel Union Telephone Company's Douglas Pass Cornrnunications Site #11 ENTERPRISES, LTD Lands — Located in SECTION 25, TOWNSHIP 5 SOUTH, RANGE 102 WEST, Garfield County, Colorado Exhibit 'A9 LEGAL I0 ESCRfTION A parcel of land located in the East Half of the Northwest Quarter (E'/2 NW'/4), Section 25, Township 5 South, Range 102 West of the 6t' P.M., Garfield County, Colorado and being more particularly described as follows: Commencing at the West Quarter Corner of said Section 25; Thence N 51°47'16"E for a distance of 2,095.99 feet to the true POINT OF BEGINNING; Thence N 0°00' 00"E for a distance of 50.00 feet; Thence N 90°00'00"E for a distance of 50.00 feet; Thence S 0°00' 00"W for a distance of 50.00 feet; Thence S 90°00'00"W for a distance of 50.00 feet to the point of beginning. Said parcel containing an area of 2.500.0 SqFt or 0.057 Acres, more or less. All bearings reported herein are referred to true meridian based on GPS observations. All in accordance with the Survey Map No. 92'706 attached hereto and by reference made a part hereof. Proposed Access Road Right -of -Way to Serve Union Telephone Company's Douglas Pass Communications Site 411 ENTERPRISES, LTD Lands SECTION25, TOWNSHIP 5 SOUTH, RANGE 102 WEST, Garfield County, Colorado Thence S 12°13'54" W a distance of 140.03 feet; Thence S 07°36'46" W a distance of 200.46 feet; Thence N 85°19'59" W a distance of 62.54 feet to a point lying S 69°25'30"W, a distance of 3,823.59 feet from the Northeast Section Corner of said Section 25. Said strip being 3,481.64 feet or 211.008 rods in length and containing 1.998 acres, more or less. All bearings reported herein are referred to true meridian based on GPS observations. All in accordance with the Survey Map No. 92702 attached hereto and by reference made a part hereof. 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