GARFIELD COUNTY Building & Planning Department 108 81

h Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-countv.com

PRE-APPLICATION CONFERENCE SUMMARY

TAX PARCEL NUMBER: 2129-092-00-058 DATE: May 17, 2012

PROJECT: Atlas Tower USA- Rifle 14 Communication Facility

OWNER: Jennie Corlett

REPRESENTATIVE: Leslie Gorey, Tower Engineering Professionals, Inc.

PRACTICAL LOCATION: 8804 State Highway 13

ZONING: Rural

TYPE OF APPLICATION: Limited Impact Review for a Communication Facility

I. GENERAL PROJECT DESCRIPTION The Applicant is seeking approval for a new communication facility on a property situated north of the City of Rifle and east of State Highway 13. This facility will consist of a 180 foot tall self supporting tower within a 50' x 50' leased area enclosed by a chain link fence . The proposed facility will have the ability to accommodate other telecommunication providers and will be accessed from State Highway 13 via an existing road . An existing nonresidential building is situated to the southeast of the proposed site .

II. REGULATORY PROVISIONS For a Communication Facility reviewed through Limited Impact Review the following information applies:

• Garfield County Comprehensive Plan 2030

• Garfield County Unified Land Use Resolution of 2008, as amended o Article Ill, Zoning

• Rural Zone District (Section 3-202) o Article IV, Application and Review Procedures

• Limited Impact Review Process (Section 4-105)

• Application Materials (Section 4-501 (E)) • Description of Submittal Requirements (Section 4-502 (C)(2), 4-502 (C)(3), 4-502 (D)

and 4-502 (E))

o Article VII, Standards • General Approval Standards for Land Use Change Permits (Division 1) • General Resource Protection Standards for Land Use Change Permits (Division 2) • Site Planning and Development Standards (Division 3) • Additional Standards Applicable to Telecommunications Facilities(Section 7-823)

o Garfield County Comprehensive Plan 2030- The Future Land Use Map within the Comprehensive Plan identifies the subject parcel as Residential Medium High (2 to <6 Ac/Du). Other components of the Comprehensive Plan must be reviewed and general conformity found with the proposal.

Ill. REVIEW PROCESS 1. Pre-application Conference. 2. Application. 3. Determination of Completeness. 4. Schedule Public Hearing. 5. Evaluation bv Director/Staff Review 6. Schedule Board of County Commissioners Public Hearing. 7. Review and Action by the Board of County Commissioners.

IV. APPLICATION_REVIEW

a. Review by:

b. Public Hearing:

c. Referral Agencies:

Staff for completeness recommendation and referral agencies for additional technical review

_Planning Commission _lL Board of County Commissioners _Board of Adjustment

May include Garfield County Road and Bridge Department, Fire Protection Districts, Garfield County Environmental Health Manager, Garfield County Vegetation Manager, Garfield County Consulting Engineer, City of Rifle.

V. APPLICATIONR_f:VIEW FEE~

a. Planning Review Fees:

b. Referral Agency Fees:

c. Total Deposit:

$ 400.00

The consulting engineer's review fees will be billed at a hourly rate.

$ 400.00 (additional hours are billed at $40.50 /hour)

2

General Application Processing

Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body.

Disclaimer

The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. This pre­application meeting summary is only valid for six (6) months commencing the date of the pre­application meeting.

Pre-application Summary Prepared by:

3

PLANS PR!:PAR!:D BY: SITE NAME: RIFLE 14

PROJECT DESCRIPllON: PROPOSED TEL£COIIIIUNICATIONS

ATLAS ~ FACIUTY

TOWER TYPE: 180' SELF.SUPPORT SITE NAME: SITE A DDRESS: 8804 HIGHWAY 13 RIFLE 14 (E911 ADDRESS TBD) RIFLE, CO 81650

T~WER ~ (GARFELO COUNTY)

ZONING J URISDICllON: GARFIELD COU NTY

2129-092.00~58 TOII£R ENGIEERIIIG PIIOfESSIOIW.S

PARCEL NUMBER: USA • INTERNATIONAL 8804 HIGHWAY 13 3703 JUNCTION BOULEVARD AREA OF CON STRUCllON: 2500% SQ. FT. RALEIGH, NC 27603-5263

(LEASE AREA)

w131nc. RIFLE, CO 81650 OFFICE: (919) 661-6351

PRESENT www.tepgroop.net OCCUPANCY TYPE: OPEN BLUFF (GARFIELD COUNTY) LEGAL DESCRIPllON: SEC. 9, TOWN. 5 SOUTH,

RANGE 93 WEST

PROJECT INFORMATION

LAllTUDE N 39• 37' so.ao· (NAD '83)' AL.L WORK AND MATall\ALI tKALL UII'O:,ORMlO AND IHSTALLI.O If CONI'flltUCl10H ~A TILICOMMUf«:ATlON , Aca.tTY. CON5tl'nNO Of' AN'TENNM

LONGITUDE w 107' 50' 35.56" (NAD '83)' CALL POll: UNOI!IIOftOUHD

6 ACCOfi:OANCI! WITH ntl! C\J41tMNT I!DmOMS ~ '1l1C!! ,-ou.QWt.lo COOU & AUOCIAT'IDA~TDMNCI!I OHA ,~ lllJo.&UftttORT~

~!Htlolit!S!e!!!!!!!2 AI AOOfi'TlO IV TMilOCN.. OOo'IEJil..a AUTMOAmll. NO'floiNO If TttOI ~(;OWOUNO, ACCII!UflOAD, U.NOKAI"tNO&I~~"'OI'

GROUND ELEVA llON • 6400' (NAVO '81) • I"I.AMS as TO Ill COfiSTII:UUI TO,....., WOIItK NOT COfrfiiiOftMINO TO TMf. f"V'rUUWCA!UaaL NOWATD.Oflaewa.•"I!OUiftm. IIOOIID-1MT LATUT BlmOHI Of' n. f'IOU..O'IIiiiN:

t, N.C&ITY OQIOfCO .. Ac::c;o~t~».N:I' 'M1lt OAfUII8.b COUrnY R1DULA T10NS. ~ 1. INT'[IUMT10No\L I~ caor 4.. No\l'lONAL &eCTNC CODE ~ nelll "NLIMIII!o\..0 Mc&ITYWMCHWI.L NOT UQUitt:ANY W,.TIJilOR ,_..._,

(JOOI ItlmOH. COU)MDO KWa,ACI.ITID.

IN FORMA llON PROVIDED BY A PREUMINARY SURVEY c:ALL.t1 1 ~ wmtNot. TJONAL COOl COUNI:L AO..T'Uml. cooe) 1. TM.I'f'ICWU.CONIDTOM..YOI"MAINTbiANCIP'~ VW'nNcJ 'M!.Ift(

0 05-09· 12 lONtNG DRA.WING5 ~ A~-n14 f. I.OCALIIUII...OWOcoa. ~JQJMTIUTWI;t'AIIW;)N'Tl4,

BY TOWER ENGINEERING PROF. ON APRIL 30, 2012 Kllowwbat's below. &. aTY1e0UNTY Oftc.MNCb REV OATE ISSUED FOR: can 11e1ore ,.,.. c~~,. CODE COMPLIANCE PROJECT DESCRIPTION & NOTES APPROXIMATE COORDINATES I ORA""' BY: JCM I CHECKED BY: NMCI

~ SITE CONSllRUCllON MANAGER: U TIUTlES: SHEET DESCRIPllON REV SEAl:

~ NAME: WIBLUE. INC. ~PANY: XCELENERGY T1 IDLE SHEET • CONTACT: NATE FOSTER CONTACT: CUSTOMER SE/IVICE N1 GENERAL NOTES • ~ rr PHONE: ( ... ) CI094SM PHONE: (1100) .. ~ C1 SITE P1..AN • SITE APPUCANT: TELEPHONE COMPANY: CENTURY LINK C2 TOWER ElEVA TON • ~'f.~ CONTACT; CUSTOMER SERVICE C3 COMPOUND DETAIL • NAME: ATLAS TOWER USA. UC PHONE: (8n)3115-MI3 ~ ~<Po+ p ADDRESS: 4450 ARAPAHOE AVE, SUITE 100 ~ r; .(' CITY, STATE, ZIP: BOULDER, CO 80303 :v ~.:»,;§-' CONTACT: NATE FOSTER r<; +0 .... ~ PHONE: (883) 809.0596 ~ 0 ~.,

I

"' ORIGINAL SURVEYOR: ~ Q<..o

' I " NAME: TOWER ENGINEERING PROFESSIONAlS 1 ADDRESS: 11152 HURON ST., SUITE 210

CITY. STATE. ZIP: NORTHGLENN, CO 80234 CONTACT: CUfFORD C. BYRD, N.C.P.LS., TN R.LS.

~C.::t.u PHONE: (9191681-4351

~~~'t'•' /, SEAl;

\ CIVIL ENGINEER:

I \ NAME: TOWER ENGINEERING PROFESSIONAlS

.. < ADDRESS: 11152 HURON ST .. SUITE 210 CITY, STATE, ZIP: NORTHGLENN, CO 80234 CONTACT: NICHOLAS M. CONSTANTINE, P.E. PHONE: (303)974-4825

" ~

EUECTRICAL EN GINEER: NAME: TOWER ENGINEERING PROFESSk>NALS

LOCATION MAP 6D ADDRESS: 3703 JUNCTION BOULEVARD CrTY. STATE,Z.tP: RALS.IGH, NC 27603 CONTACT: ANDREW T. HALDANE, P.E. PHONE: (919) &e1-6351

~ IWl.l, CO HIAO NOftTN Ot4 M.ILAOAO AVL TOWAIU> liTH ST. CON11Mie: TO I'OU.OW C~1l HIC~rel ..-ooYP:~NT ltOAO 1"011. A~KIMo\Tti.Y 7 ........ TUftN

PROPERTY OWNER: mH'T OJrtTO l/ltiiiiAMID IIIOAO. fOU..OW EXIITifO IIIOAO AltOUNO THE &LUff TO THE NORTH ANO THIN U.. ntlii.Uff'.lrr! WtU. l iE NOHT JrtU'T TO O..TlNO I UUMNO ON NAME: JENNIE A. CORLETI ........

ADDRESS: UO. HKJHWAY 13 CITY, STATE. ZJP: RIFLE. CO 81650 CONTACT: JENNIE COR LEn SHEET NUM&R: REVISION: PHONE: (970) 025-4517

0 DRIVING DIRECTIONS CONTACT INFORMATION INDEX OF SHEETS T-1 TEP f: 12240 1

GENERAL NOTES: 1. ALL REFERENCES TO OWNER IN 'IMESE DOCUMENTS SHALL BE CONSIDERED ATLAS TOWER USA. LLC. OR ITS

DESIGNA TEO REPRESENT A TillE.

2. ALL WORK PRESENTED ON n<ESE DRAWINGS MUST BE COMPLETED BY ll<E CONTRACTOR UNLESS NOTED On<ERWISE. n<E CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO ll<AT DESCRIBED HEREIN. BY ACCEPTANCE OF ll<IS ASSIGNMENT, '!ME CONTRACTOR IS ATTES'l1NG n<AT HE DOES HAVE sumCIENT EXPERIENCE AND ABIUTY, THAT HE IS KNOWI.£0GABLE OF n<E WORK TO BE PERFORMED ANO ll<AT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO 00 ll<IS WORK IN '!ME STATE OF COLORADO.

3. STRUCTURE IS DESIGNED IN ACCORDANCE Will< ANSI/'l1A/EIA-222-F, 1996, FOR A 85 FASTEST MILE GUST WINO LOAD. THIS CONFORMS TO THE REQUIREMENTS OF THE INTERNA'l10NAL BUILDING CODE. 2009 EDinON. STRUCTURE IS LOCATED IN LARIMER COUNTY, A SPECIAL WINO AND ICE REGION. MANUFACTURER SHALL CONFIRM WINO AND ICE LOADING.

4. WORK SHALL BE COMPLETED IN ACCORDANCE Will< n<E INTERNA 'l10NAL BUILDING CODE, 2009 EDI'l10N.

5. UNLESS SHOWN OR NOTED Oll<ERWISE ON n<E CONTRACT ORA WINGS. OR IN n<E SPECIFlCA TIONS. ll<E FOLLOWING NOTES SHALL APPLY TO n<E MATERIALS USTED HEREIN, AND TO ll<E PROCEDURES TO BE USED ON ll<IS PROJECT.

8. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFUC'l1NG NOTES ENCLOSED HEREIN.

7. IT IS n<E CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE EREC'l10N PROCEDURE AND SEOUENCE TO INSURE THE SAFETY or n<E STRUCTURE AND rrs COMPONENT PARTS DURING EREC'l10N AND/OR FlELD MODIF1CA'l10NS. THIS INCLUDES. BUT IS NOT UMITEO TO. n<E A001'l10N or TEMPORARY BRACING, GUYS OR TIE DOWNS ll<AT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN n<E PROPERTY or THE CONTRACTOR AFTER n<E COMPLE'l10N OF THE PROJECT.

B. ALL DI1.4ENSIONS, ELEVATIONS, AND EXIS'l1NG CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FlELO VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICA'l10N OR CONSTURC'l10N WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN UEU OF FIELD VER\FlCA TIONS. ANY DISCREPANCIES SHALL BE llo4MEDIA TELY BROUGHT TO THE ATTENTION OF n<E OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE n<E CONTRACTOR IS TO PROCEED WITH n<E WORK. THE CONTRACT DOCUMENTS 00 NOT INDICATE THE METHOD OF CONSTRUCnON. THE CONTRACTOR SHALL SUPER\'1SES AND DIRECT THE WORK AND SHALL BE SOLEY RESPONSIBLE FOR ALL CONSTRUC'l10N 1.4EANS. ME'IMOOS, TECHNIQUES, SEDUENCES. AND PROCEDURES. OBSERVA 'l10N \'151TS TO THE SITE BY THE OWNER ~/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION or THE PROTEC'l1VE IIEASURES OR THE PROCEDURES.

9. All "ATERIALS AND EDUIPMENT FURNISHED SHALL BE NEW AND or GOOD OUAUTY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT OIDCU,.ENTs. ANY AND ALL SUBS'l1TU'l10NS 1.4UST BE PROPERLY APPROVED AND AUTHORIZED IN WRI'l1NG BY THE OWNER AND ENGINEER PRIOR TO INSTALLA 'l10N. THE CONTRACTOR SHALL FURNISH SA 'l1SF ACTORY E\'10ENCE AS TO THE KINO AND DUALITY OF THE lo4ATERIALS AND EOUIP1o4ENT BEING SUS'l1TUTEO.

ID. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INI'l1A'l1NG, MAINTAINING. AND SUPER\'1SING ALL SAFETY PRECAU'l10NS AND PROGRAIIS IN CONNECTION WITH THE WORK. THE COINTRACTOR IS RESPONSIBLE FOR INSURING THAT ll<IS PROJECT AND RELATED WORK COio4PUES WITH ALL APPLICABLE LOCAL. STATE, AND FEDERAL SAFETY COOIES AND REGULA'l10NS GOVERNING THIS WORK.

11. ACCESS TO THE PROPOSED WORK SITE lo4AY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUC'l10N ACTI\'1TY, INCLUDING WORK SCHEDULE AND 1.4A TtRIALS ACCESS. WITH THE RESIDENT LEASING AGENT FOR APPROVAL.

12. Bill OF MATERIALS AND PART NUMBERS USTEO ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR. CONTRACTOR SHALL VERifY PARTS AND OUAN'l1TIES WITH MANUFACTURER PRIOR TO BIDDING AND/OR ORDERING IIATERIALS.

13. ALL PERIIITS THAT WST BE OBTAINED ARE THE RESPONSIBILITY or THE CIONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONOI'l10NS AND REOUIREIIENTS OF THE PERMITs.

14. 24 HOURS PRIOR TO THE BEGINNING or ANY CONSTRUCTION, THE CONTRACTOR lo4UST NO'l1FY THE APPUCABLE .URISOICTIONAL (STATE, COUNTY OR CIT\') ENGINEER.

15. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABlE FOR SUBGRAOE IN IT PRESENT STATE. AFTER REWORKING, IF THE MATERIAL REMAINS UNSUITABLE. THE CONTRACTOR SHALL UNOERQJT THIS MATERIAL AND REPLACE WITH APPROVED IIA TERIAL ALL SUBGRAOES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEII AKLE 0U"P TRUCK PRIOR TO PA\'1NG. ANY SOFTER MATERIAL SHALL BE REWORKED OR REPLACED.

15. THE CONTRACTOR IS REOUIRED TO IIAINTAIN ALL PIPES, !IITCHE$. AND OTHER DRAINAGE STRUCTURES FREE FROII OIBSTRUCTION UN'l1L WORK IS ACCEPTED BY n<E 0'MjER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION.

17. ALL 1.4ATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.

18. ALL BUILDING DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST RE\'1SION) PRIOR TO COio4'-4ENONG CONSTRUCTION. NOTIFY THE ENGINEER lllloiEDIATELY IF ANY OESCREPANCEIES ARE DISCOVERED. THE OWNER SHALL HAVE A SET or APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. A DESIGNATED RESPOINSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.

STRUCTURAL STEEL NOTES: 1. THE F ABRICA liON AND ERECTION OF STRUCTURAL STEEL SHALL CONFORII TO n<E AJSC SPECIFlCA TION

FOR MANUAL OF STEEL CONSTRUCTION, 13TH EDITION.

2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL ElEMENTS SHALL CONFORM TO THE FOLLOWING REOOREIAENTS: A. STRUCTURAL STEEL. ASTiol DESIGINA liON A35 OR A992. B. All BOLTS, ASTiol A325 TYPE I GALVANIZED HIGH STRENGTH BOLTs. C. ALL NUTS, ASTiol A563 CARBON AND ALLOY STEEL NUTs. D. ALL WASHERS, ASTiol F435 HARDENED STEEL WASHERS.

3. ALL CONNEC'l10NS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WI'IM AISC SPECIFlCA TION FOR MANUAL OF STEEL CONSTRUCTION, LRFO, 3RDEDI'l10N.

4. HOLES SHALL NOT BE FLAME CUT ll<RU STEEL UNLESS APPROVED BY THE ENGINEER.

5. HOT-DIP GALVANIZE AU. ITEMS ULESS On<ERWISE NOTEO. AFTER FABRICATION WHERE PRACTICAIBLE. GALVANIZING: ASTiol A123, ASTiol, A153/A1531.4 OR ASTiol A653/ A5531.4, G90, AS APPLICABLE.

8. REPAIR OAIIAGIED SURFACES WITH GALVANIZING REPAIR lo4ETHOD AND PAINT OONFORIIINC TO ASTiol A780 OR BY APPUCATIOIN OF STICK OR THICK PASTE MATERIAL SPECIFlCALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED AND REIIOVE SLAG FROII WEU>S. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED, Will< A TORCH TO A TEMPERATURE SUFFlCIENT TO MELT ll<E loiETALLICS IN S'l1CK GR PASTED; SPREAD lo40LTEN IAATERIAL UNIFORMLY OVER SURfACES TO BE COATED ANO 'MPE CFF EXCESS UA lERIAL

7. A NUT LOCKING DE\'1CE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED SOL TS.

8. ALL PROPOSED AN/OR REPLACED BOLTS SHALL BE OF SUmCIENT LENGn< TO EXCLUOE THE THREAOS FROM n<E SHEAR PLANE.

;. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE or SUfflCIENT LENGTH SUCH THAT THE END OF THE BOLT BE AT LEAST FUJSH Win< n<E FACE OF n<E NUT. IT IS NOT PERMITTED FOR n<E BOLT END TO BE BEI.OW ll<E FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.

10. ALL ASSEIIELY AND ANCHOR BOLTS ARE TO BE TIGHTENED TO A "SNUG nGHr CONDITION AS DEFlNED IN SECTION 8.1 OF n<E AISC, "SPECIFlCA TION FOR STRUCTURAL JOINTS USING ASTiol A325 OR A490 BOLTS", OA "EO JUNE 30, 2004.

11. FLAT WASHERS ARE TO BE INSTALLED WITH BOLTS OVER SLOTTED HOLES.

12. DO NOT OVER TOROUE ASSEMBLY BOLTs. GALVANIZING ON BOLTs. NUTS. ANO STEEL PARTS : MAY ACT AS A LUBRICANT, THUS OVER TIGHTENING "AY OCCUR AND MAY CAUSE BOLTS TO CRACK AND SINAP OFF.

13. PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE TIGHT AND WITH EDGE UP OUT. PAL NUTS ARE NOT REOUIRED WHEN SELF - LOCKING NUTS ARE PR0\'10ED.

14. GALVANIZED ASTiol A325 BOLTS SHALL NOT BE REUSED.

PROJECT INFORMA TIOIN:

RIFLE 14 8804 HIGHWAY 13 RIFLE, CO B1650

(CARFlELO COUNT\')

PLANS PREPARED FOR:

w131nc. omee: (888) 609-9596

PLANS PREPAtLAS

T@IWER UV.·"'lWNl'Ooli.

4450 Arapahoe Ave. Suite 100 Bouldef, CO 80303

Offoee: (888) 609- 9596

PLANS PREPARED BY:

SEAL:

~ ---3703 JUNCIION BO.llVARD RALEIGH. NC 27E03o526:l OfACE:(91~601-6351

-~

~ ~~~~~ ~-~.,«-~0~

LL~Vi·~" <l_...,. <:;0 c,O~'>

o 1 os.re.12 ZONING DRAWINGS

REVI DATE ISSUED FOR:

1 ORA'Mj BY: JCM 1 CHECKED Bf::NMCJ

SHEET 'l1TLE:

GENERAL NOTES

SHEET NUIABER: RE\'1SION:

0 TEP f. r 22401

N-1

J S09

SECTION LINE 1 i

~~~ 1043.66" , )'~~~~:;.;~~7\~_~, ~"' ---~-:~~~~~:~ .... _:,,'1-'~i~~ . '

' -OH ... . ---- ... '~~ ........... '- ~lq.', ' 1\ I • , .. ~\. \.... ,---- ·,\7 ... - ...... · .... _. .. ;: ... : ... 9 . i \\

SITE PLAN SCAt£: 1 • • 300'

'\ ~ - ,.f,._ ',61:!o -- -;._-' I · '\ ~·'$-.:- ... .: .............. ~]/'"' .

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N/7 IUJtJUU 01 UN1J JIAJUt:nulNT PARCZL NO. ZtZ ... tOZ-oo-11164 t

PROPOSED 50'x56' LEASE AREA BY A llAS TOWER. SEE SHEET C- 3 FOR DETAILS.

EXISTING BUILDING I

PROPOSED 180' SELF-SUPPORT

PROPOSED 20' ACCESS AND UTIUTY EASEMENT BY ATLAS TOWER.

[ . LEGEND l PARENT PROPERTY UNE

-------- ADJACENT PROPERTY UNE

~ EXIST. ELECTRIC METER

'tl. EXIST. UTIUTY POLE

l:!l EXIST. TELCO PEDESTAL - EXIST. TRANSFORMER

@ PROPERTY CORNER

• WEASE CORNER

···200·· · EXIST. CONTIDUR UNE

~ EDGE Of PA'IEMENT

---DH~-- O'IERHEAD 'MRE

--4!/W--- RIGHT- Of- WAY

--x-- CHAIN UNK FENCE

NOTES: 1. TilE BASIS Of TilE t.4ERIDIANS AND COOf«>INA TES FOR lHIS

PLAT IS TilE COLORADO STATE PLANE COOf«>>NATE SYSTE!o4, NORTH AMERICAN DATIJM 1983 (COSPCS NAO 83).

2. 'IERTICAL 1Nf0Rt.4A TION SHO'M<. BASED ON THE NORTH AIIERICAN 'IERTICAL DATUII Of 1988 (NAW '88) IN FEET.

3. ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED •

N/7 JINNU.L CORUrl'

PAIIC6L NO. ZIZf-OSIZ-110-0611 +/- 1111.1111 .I.C:US

DOCUJaNT NO. 7U3IHI CUV/6LD COUN'I'Y CUM .I.NO IIICORDD

0 300

SCALE IN FEET

600

PROJECT INFORMATION:

RIFLE 14 8804 HIGHWAY 13 RIFLE. CO 81650

(GARFIELD COUNTY)

PLANS PREPARED FOR:

w131nc. Offl<:e: (888) 609-9596

PLANS PREPAiLAS

T@JWER «50 Ar~;.A:;; Suite 100

B .... ld.,., co 80303 Office: ( 888) 609-9596

PLANS PREPARED BY:

~ ~ ---3703 .IJNC110N BOli.EVARO RAlfiGH. NC 27000.5263 OFFlC£:~19) 661-6351

-~

o I 05-09-12 ZONING DRAWINGS

REV) DATE ISSUED FOR:

I DRAWN BY: JCM I CHECKED BY: NMC I SHEET TITL£:

SITE PLAN

SHEET NUMBER: REVISION:

0 C-1 TEP ft. 122<01

"" 0' -0" (REFERENCE) rfGRADE

"" 188'- 0" AGI. T/{JGHTNING ROO

"" 180'-0" AGI. T/ TOI\£R

"" 177·-o· AGI. r I{ ANTENNA

"" 160'-0" AGI. ¢0 ANTENNA

"" 145'-0 " AGI. I{ ANTENNA

"" 130'-0" ACL I{ ANTENNA

PROPOSEO SELF-SUPPORTED TOWER. IAANUFAClURER TO BE DETERMINED.

TOWER ELEVATION SCALE: 1" - 20'

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FUlURE ANTENNAS BY OTHERS (TYP OF 4)

TOWER NOTES: 1. TOv.£R TO REMAIN A GALVANIZED COLOR.

2. TOWER SHALL BE UT IN ACCORDANCE 1\llH THE FEDERAL A-.,AnON ADMINISTRATION.

3. PROPOSED CO/I)( MOUNTED TO WAVEGUIDE LAOilER (PRO-.,DEO BY TOv.€11 MANUFACtuRER).

4. COORDINATE WAVEGUIDE LOCATION v.tTH SHELTER.

5. TOv.€1! TO INO.UO£ SAFETY CABLE. 00 NOT INQ.UO£ SAJFETY CLIMB MECHANISM.

EXISTING PRIVATE BUILDING

20

SCAlf IN fEET

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COMPOUND DETAIL SCALE: )i" • 1'- 0"

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/ / / 0 ~ / :~> ' J' (t) ' ro"':JOj rO/' ~

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·=~ ~\ .. .. _"01'==-l<=)(~~ /

r~:~---~··-::~--:~·-~;-~·:-:·.-~--~ l! ~ \~~ !

24'- 6"

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: ! .. <· ~: ·~-~< . · ... · ·. :.-! ~\ !xl ! ~rl.n.ilii is·~· ~SE •• ! \

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! 1 :· .. . AREA BY OTH(!ls~· 1

~ i : · .. ·~ .: ·.· :. ·\ · ·,_ · ... j ;xi ! . .. •.. ·, .. • - ~. . ·. i

[LL·~cL}J !I

~ !xl ~- .. ...: .. _ .. _ .. _ .. ~~~ iJi : .... _< :: / :.· ·,: .· .. · .. J PROPOSED SERVICE RACK

BY ATLAS TOWER.

~ .. . ~~~ .. ·. ~' .... ·: · .·:·! V:i \ PROPOSED -49'x49' 01~1N j ~FlJTURE 12'•16' lEASIE i ' I UNK FENCED COMPOUND • · Af\EA BY OTHERS:c....; j : WITH BARBED WIRE. ! ... · .... ·~ \~ · . ·. ·.: .... ><! : ! j · ' > • • ' · • ! ~ ~ k PROPOSED 50'>60' LEASE : ' • •

1 • • • ' • • v ! AREA BY ATlAS TOWER.

~;-.. _· ·. --~-·- .. ~\~~ . .:~ _-;;.:: .. ~ .. .:l i / ! 1 ~~ PROPOSED 180' SELF-SUPPORT : I : : TOWER BY ATLAS TOWER. SEE I ! 1 ELEVATION ON SHEET C-2. I ' • !

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'ROPOSED 6" OF ~: CRUSHED ROCK OVER IIARAfl 500C GROUND STABIUZATION FABRIC TO EXl!ND TO LEASE UNE.

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ExJSTlNG BUII.OING--+---. \ '

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' I 1 • • LEASE AREA • •• ¥, i : ·. ~y OTH~RS-:-c.. ! ~!

' ' ' I ' I ' I ! I ! -~FUTURE 12'•16' L~~SE . .. . !

~ l · ... AREA .. ~Y ~~ER~·L.. ·. !

gt;~kx~:::~-~;J PROPOSED 1 2' WIDE ACCESS CA TE \

'f.. ......... y-t)(

!i' · ... ·: .. ; ..... .. . ! ll To-et:?::::::=::~~'\~,~-:.' . ..· ~ .)\

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12'-D"

I f t I I • I i _........\:-PROPOSED 20' ACCESS AND UTILITY jy"' ~ EASEMENT BY ATlAS TOWER. • I I j I I : ----'-- PROPOSED 1 2' ACf=ESS DRIVE

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SCALE IN FEET

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16

PRQ,£CT INFORIIA TION:

RIFLE 14 8804 HICHWA Y 13 Rlfl.E, CO 81650

(GARFIELD COUNTY)

PLANS PREPARED FOR:

w;31nc. Offl<:o: (688) 609- 9596

PLANS PREPAiLAS

T® WER 4450 Arc~~ S<llt e 100

Boulde<, co 80303 Office: (688) 609- 9596

PLANS PREPARED BY:

-- --3103 .IJNCTI)N BOJ.EI'ARD RAL£IQI, NC 2I6IXl6263 om:E:{'ll9) 661~1

-~

ZONING ORAW\NG5

ISSUED FOR:

COMPOUND DETAIL

SHEET NUIABER: REVISION:

0 TEP 1: 122•0 1 C-3