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-county. com

PRE-APPLICATION CONFERENCE SUMMARY

TAX PARCEL NUMBER: 2175-241-00-032 DATE: May 17, 2012

PROJECT: Atlas Tower USA- Rifle Rulison Communication Facility

OWNER: Jann Ertl

REPRESENTATIVE: Leslie Gorey, Tower Engineering Professionals, Inc.

PRACTICAL LOCATION: Off of County Road 321

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 south of the City of Rifle. This facility will consist of a 120 foot tall self supporting tower with four antenna enclosed in a 60' x 60' 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 County Road 321 via an existing road.

Please note that a new telecommunication tower has recently been approved by the Board of County Commissioners on parcel number 2175-221-00-140 which is west of the site proposed in this pre­application. The County encourages telecommunication operators to collocate if possible.

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 by Director/Staff Review 6. Schedule Board of County Commissioners Public Hearing. 7. Review and Action by the Board of County Commissioners.

IV. APPLIC_ATION REVIEW

a. Review by:

b. Public Hearing:

c. Referral Agencies:

Staff for completeness recommendation and referral agencies for additional technical review

_Planning Commission .JL 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. A_pPt.ICATION REVIEW FEES

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:

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PlANS PR'EPAREO BY: SITE NAME: RIFLE RUUSON

PROJECT DESCRIPTION: PROPOSED TELECOIIIIUNICA liONS

ATLAS I

FACIUTY .~ TOWER TYPE: 100' SELF-SUPPORT SITE NAME:

~ SITE ADDRESS: XXX COUNTY ROAD 321 RIFLE RULISON (E911 ADDRESS TBD) RIFLE, CO 81650

~~\1\IER (GARFEUl COUNTY)

ZONING JURISDICTION: GARFIELD COUNTY

2175-241.0~32 TOWER EIIGIIEfaG PROFeSSIOIW.S

PARCEL NUMBER: USA • INTERNATIONAL XXX COUNTY ROAD 321 3703 JUNCTION BOULEVARD AREA OF CONSTRUCTION: 3600 ±SQ. FT. RALEIGH, NC 27603-5263

(LEASE AREA)

w~31nc. RIFLE, CO 81650 OFFICE: (919)661-6351

PRESENT ww.v.tepgroup.net OCCUPANCY TYPE: OPEN FIELD (GARFIELD COUNTY) LEGAL DESCRIPTION: SEC. 19, TOWN. 6 SOUTM,

RANGE 93 WEST, PART OF LOT1

PROJECT INFORMATION I

LATlllJDE N 39 ' 30' 56.143" (NAD '83)' M.L WOfltK AND MATI:ItiALI IHAU. IN f'!.RFOR-.D AND ... STM.l...EO lrf CONifllliUCT10NO' A T!UeO........:AtlON PACfiJTY, CON&I811NO~ AN'TDIHAI

LONGITUDE w 107' 49' 39.718" (NAD '83) ' CAU ~lit ~!MOUND

® ACCOfto.utel! wrnt TMI! CUIItQNTtomONI 0# TH! I'OU.O'MNO COOlS •ANOetATIOA'"-"'T!NANea OH A ~IOfll.l"4uP..c)lltT TCI'W!"-

!.!l!YI!!!IflttiOfllT0!!9:2!!2 AIAOOf"TU)eYTtti LOCAL ~~1. NOT~ .. lltEM ~COMPOUMO, Aeco& AOAO, U.NOtCA~Nl&IDMel! eQUPMI!NT 'Of'

GROUND ELEVAllON • 5687.70' (NAVD '88) • "'-ANS ts TOR COtiSTRUIO TO Nil WI' WORK NOT CClWOftMIN(j; TO THt: f'UTUiliCAMIPI. NOWATD.OftHWM.ft!QUIIItiO. f'OO)I:Do1 .. 7 U.ThT IDfi"'I::H.- M ntl JIOUOWIIO:

1, PACILITY DUIONU) .. ACCOftDIUCf. MTM OA"-"G.. COUNTY UGUl.AT10NL ~ '· ~110NAL II.LDINO tOOl 4. NAt10NAL IL.eC'TIUC COOl! 2.. 1'Ma .. AN UNMo\..eD ,Ac:anYWHICH W1.1. NOT ftiQUitt: AMYWATIJI. Of!; , 03-2~- 1 2 ~0 ZONING DRAWING~ .,__, (2M EOmOfA. <=OI.O'tACO HWlJII, PAea.mb. U.U.IU .. MDt*TlONAL COOl COIMCIL Aot.aaTMol"fVlcooe) 3.. TMI'W:WLI.COHtiSTOIC.YOf'~!Cel"~ Y111T1N0 nt! ltl'l.

0 03-Zb-12 ZONING 0RAWING5 INFORMAllON PROVIDED BY A 1A BY DAVID .. AN5n'WIM.~ L LOCAL IUII..I:*Q coot APPRODMTILY TMCI! A MOHTM.

CLAUSEN LAND SURVEYING MARCH, 6 2012 "-WUI'S below. C. Q'T'YIICOUNT'YOPI:CWMNC:U REV DAlt ISSUED FOR:

Call before JOII dig. CODE COMPLIANCE PROJECT DESCRIPTION & NOTES TOWER COORDINATES I DRAWN BY: AM5 1 CHECKED BY: NMCI

SITE CONSTRUCTION MANAGER: UTIUTIES: SHEET DESCRIPTION REV SEAl.: · •. NAME: WIBLUE. INC. i>ciWERCciMPANV: XCELENERGY T1 mLfSHEET 1 CONTACT; NATE FOSTER CONTACT: CUSTOMER SERVICE N1 GENERAL NOTES 1

~ PHONE; IIOII OQ9.Q5M PHONE: \":~ .. ..._. C1 SIT£ PLAN , METERI:

... ~ C> ~fie SITE APPUCANT: POLE LOCATION: 11570' DIRECT, 'l040' ALONG ROW C2 TOWER ELEVA TON , ~~~ ~

~·"' C3 COMPOUND DETAIL 1 - NAME: ATLAS TOWER USA, U.C TELEPHONE COMPANY: CENTURY LINK ~ f<,~oo'+-AC:(E5S RO ADDRESS: 213 COLUMBINE ST., I33 CONTACT: CUSTOMER SERVICE ~ ~ <' . CITY. STATE, ZJP: DENVER, CO 80208 PHONE: b"sW 395-0<83 :y ~:~~v

~ ·r- CONTACT: NATE FOSTER PEDESTAL I : f<} -+-0 .... ~ PHONE; (088)8011.Q5M LOCATION: 1e70' DIRECT, 2040' ALONG ROW ~ 0 ~ .. ~"' -;;.- ~ QvO / (, ORIGINAL SURVEYOR: • :

1: NAME: DAVID CLAUSEN LAND SURVEYING

.... ADDRESS: 6100 CRESTONE ST CITY, STATE, ZIP: GOLDEN, CO OOo403 CONTACT: OAVIO M. CLAUSEN, PLS PHONE: (120) 299-4565

SEAL: CIVIL ENGINEER: NAME: TOWER ENGINEERING PROFESStoNALS ADDRESS: 11152 HURON ST., SUITE 210 CITY, STATE, ZIP: NORTHGLENN, CO 80234

r? CONTACT: NICHOLAS M. CONSTANTINE, P.E. PHONE: (3031 974-5825

ELEC TRICAL ENGINEER: ~}:tl ---- .... .- NAME: TOWER ENGINEERING PROFESSIONALS

LOCATION MAP @ ADDRESS: 3703 JUNCTION BOULEVARD CITY, STATE, ZIP: RALEIGH, NC 27603 CONTACT: ANDREW T. HALDANE, P.E. PHONE: 1919)6614351

PII'OM lltll'la, CO HIAO SOUTH ON C()..l3 li lltAlAOAO AW. TOWAIU> W I TH ST. COtmNUI! TO ..OlLOW CO•U I. AT THI! fAA~ ctiii.Cll. TAKI! THI 11T OfT ONTO I TAUGHENUUOH ILVO, TUft.N fUOHT ONTO 7TH ITRfET I. CONlNJE ONTO CO litO UOI PROPERTY OWNER: OAIItOlN LANI!. 1'\.lllt.N IIUGHT ONTO CO litO UO. CON1lMJC ONTO CO litO 321. All'nllt NAME: JANN ERTL Af'HIOXNMTILY 1.1 ..0 THI! ACCeN lltOAO TO '041. srrt IHOUU) Sl! ON 'tOUflt ADDRESS: 1130 FRANCIS ST _,.,,

CITY, STATE, ZIP: LONGMONT, CO 80501 CONTACT: JANN ERT\. SHEET NUioiBER: ~ R~g~, PHONE: UNKNOWN

T-1 DRIVING DIRECTIONS CONTACT INFORMATION INDEX OF SHEETS TtP f: 12 t 2c;.4

GENERAL NOTES: 1. !ILL REFERENCES TO OWNER IN THESE DOCUMENTS SH!ILL BE CONSIDERED !ITL!IS TOWER US!\, LLC, OR ITS

DESIGN!\ TEO REPRESENTATIVE.

2. ALL WORK PRESENTED ON THESE ORAVtlNGS "UST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERVtlSE. THE CONTRACTOR "UST HAVE CONSIDERABLE EXPERIENCE IN PERFOR .. ANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNWENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUmCIENT EXPERIENCE AND ABILITY. THAT HE IS KNOVtlLEOGABLE OF THE WORK TO BE PERFORWEO AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO 00 THIS WORK IN THE STATE OF COLORADO.

3. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ANSI/TlA/EIA-222-F, 1996, FOR A 85 FASTEST MILE GUST VtlNO LOAD. THIS CONFORMS TO THE REOUIREWENTS or THE INTERNA110NAl BUILDING CODE. 2009 EDITION. STRUCTURE IS LOCATED IN LARI .. ER COUNTY, A SPECIAL WINO AND ICE REGION. "ANUFACTURER SHALL CONFIRM WINO AND ICE LOADING.

4. WORK SHALL BE COMPLETED IN ACCORDANCE 1\lTH THE INTERNATIONAl BUILDING CODE, 2009 EDITION.

~- UNLESS SHOWN OR NOTED OTHER\\lSE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS. THE FOLLOWING NOTES SHALL APPLY TO THE IotA TERIALS US TED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PRO.!: CT.

6. All HARDWARE ASSEMBLY IAANUI'ACTURER'S INSTRUCTIONS SHALl BE FOLLOWED EXACTLY AND SHALl SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.

7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OETERIAINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY or THE STRUCTURE AND rrs COMPONENT PARTS DURING ERECTION AND/OR F1ELO ,.ODIF1CATIONS. THIS INCLUDEs. BUT IS NOT UIAITEO TO, THE ADDITION or TEWPORARY BRACING, GUYS OR TIE DOWNS THAT IAAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALl REMAIN THE PROPERTY or THE CONTRACTOR AFTER THE COMPLETION OF THE PRO..f:CT.

8. All DIMENSIONS, ELEVATIONS, liND EXISTING CONDITIONS SHOWN ON THE DR!IVtlNGS SHAU. BE FIELO VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY M!ITERIAlS ORDERING, FABRICATION OR CONSTURCTION WORK ON THIS PRO..f:CT. CONTRACTOR SHALl NOT SCALE CONTRACT DRAWINGS IN UEU OF FIELO VERIFICATIONS. ANY DISCREPANC1ES SHALl BE IW .. EOI!I TELY BROUGHT TO THE II TTENTlON OF THE OWNER liND THE OWNER'S ENGINEER. THE DISCREPANCIES WUST BE RESOLVED BEFORE THE CONTR!ICTOR IS TO PROCEED VtlTH THE WORK. THE CONTRACT DOCUMENTS 00 NOT INDICATE THE WETHOD OF CONSTRUCTION. THE CONTRACTOR SHALl SUPERVISES AND DIRECT THE WORK AND SHALL BE SOLEY RESPONSIBLE FOR All CONSTRUCTION IAEANS, IAETHODS, TECHNIQUES. SEQUENCES, liND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER ANO /OR THE ENGINEER SHALl NOT INCLUDE INSPECTION or THE PROTECTIVE IAEASURES OR THE PROCEDURES.

9. AU. MATERIALS AND EQUIPMENT FURNISHED SHALl BE NEW liND OF GOOD QUAliTY, FREE FRON FIIULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND AU. SUBSTITUTIONS IAUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALl FURNISH SATISFACTlDRY EVIDENCE AS TO THE KINO AND QUALITY OF THE IAATERIALS AND EOUIPWENT BEING SUSTITUTED.

10. THE CONTRACTlDR SHALl BE RESPONSIBLE FOR INITIATING, ... AINTAINING, AND SUPERVISING AU. SAFETY PRECAU110NS AND PROGRAWS IN CONNECTION VtlTH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PRO..t:CT AND RELATED WORK COMPLIES WITH All APPLICABLE LOCAL. STATE. AND FEDERAl SAFETY CODES AND RECULATlONS CO'IERNING THIS WORK.

11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALl COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS. 1\lTH THE RESIDENT LEASING AGENT FOR !IPPROVAL.

12. BILL OF "!ITERIALS AND PART NUIABERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR. CONTRACTOR SHALl 'IERIF'Y PARTS AND QUANTITIES VtlTH IAANUFACTURER PRIOR TO BIOIOING AND/OR ORDERING IotA TERIAlS.

13. All PER,.ITS THAT IAUST BE OBTAINED ARE THE RESPONSIBI..JTY or THE CONTRACTOR. THE CONTRACTOR WILl. BE RESPONSIBLE fOR ABIDING BY All CONDITIONS AND REQUIREMENTS OF THE PERMIT$.

14. 24 HOURS PRIOR TO THE BEGINNING or ANY CONSTRUCTION, THE CONTRACTOR IAUST NOTIFY THE APPLICABLE .URISOICTIONAL (STATE, COUNTY OR CITY) ENGINEER.

15. THE OONTRACTOR SHAll REWORK (DRY, SCARIFY, ETC.) All MATERIAl NOT SUITABLE FOR SUBCRADE IN IT PRESENT STATE. AFTER REWORKING, If THE IAATERIAl RE"AINS UNSUITABLE, THE OONTRACTOR SHAll UNDERCUT THIS IAATERIAl AND REPLACE WITH APPROVED IAATERIAL All SUBCRAOES SHALl. BE PRODf'ROLLED WITH A FULl. Y LOADED TANOEII AXLE DU"P TRUCK PRIOR TO PAVING. ANY SOFTER MATERIAL SHALl BE REWORKED OR REPLACED.

16. THE CONTRACTOR IS REQUIRED TO "AINTAIN All. PIPES. DITCHES. AND OTHER ORAINACE STRUCTURES FREE FROii OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE fOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION.

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

lB. All. BUILDING DIIAENSIONS SHALl BE VERIFIED 1\lTH THE PLANS (LA TEST REVISION) PRIOR TO CONIAENCING CONSTRUCTION. NOTIFY THE ENGINEER lloiMEDIATELY IF ANY DESCREPANCEIES ARE DISCOVERED. THE OWNER SHAU. HA'IE A SET or APPRO'IED PLANS AVAILABLE AT THE SITE AT All. TIWES VtlHILE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHAU. BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.

STRUCTURAL STEEL NOTES: 1. THE FABRICATION AND ERECTION OF STRUCTURAl STEEL SHAU. CONFORI.! TO THE AISC SPECIFICATION

FOR IAANUAL or STEEL CONSTRUCTION, 13TH EDITlON.

2. UNLESS OTHERWISE NOTED, AU. STRUCTURAl ELEIAENTS SHALl CONFORI.! TO THE fOU.OVtlNG REQUIREMENTS: A. STRUCTURAL STEEL. ASTM DESIGNATION A38 OR A992. 8. AU. BDl. TS, ASTM A32~ TYPE I GAlVANIZED HIGH STRENGTH BDl. TS. C. AU. NUT$. ASTM AS63 CAIRBON AND ALLOY STEEL NUT$. D. AU. WASHERS. ASTM F436 HARDENED STEEL WASHERs.

3. All CONNECTIONS NOT FVllY DETAILED ON THESE PLANS SHAll BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH AISC SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION, LRFO, 3RD EOITlON.

4. HOLES SHALl. NOT BE fLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER.

S. HOT- DIP GAlVANIZE All ITE"S ULESS OTHERVtlSE NOTED, AFTER FABRICATION VtlHERE PRACTICABLE. GAlVANIZING: ASTM A123, ASTM, A153/ A153M OR ASTM A&~/A653M, G90, AS APPLICABLE.

6. REPAIR DAMAGED SURfACES Yt1TH GAlVANIZING REPAIR METHOD AND PAINT CONFORI.!INC TO ASTM A780 OR BY AIPPUCATION OF STICK OR THICK PASTE MATERIAl SPECIFICAILLY DESIGNED FOR REPAIR OF GAlVANIZING. CLEAN AREAS TO BE REPAIRED AND REWO'IE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE IAATERIAl IS APPLIED, Yt1TH A TORCH TO A TEMPERATURE sumCIENT TO IAELT THE METAlUCS IN STICK OR PASTED; SPREAD MOLTEN IAATERIAl UNIFORI.!LY OVER SURfACES TO BE COATED AND VtlPE OFF EXCESS MATERIAL

7. A NUT LOCKING DEVICE SHALL BE INSTALLED ON AU. PROPOSED AND/OR REPLACED BOLTS.

8 . ALL PROPOSED AN/ OR REPLACED BOLTS SHALl. BE OF sumCIENT LENGTH TO EXCLUDE THE THREADS FRON THE SHEAR PLANE.

0. All. PROPOSED AND/OR REPLACED BOLTS SHALl BE or 5UmCIENT LENGTH SUCH THAT THE END or THE BOLT BE Al LEAST FLUSH lllTH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELO'N THE FACE OF THE NUT AFTER TIGHTENING IS COIAPLETED.

10. AlL ASSEMBLY AND ANCHOR BOLTS ARE TO BE TIGHTENED TO A " SNUG TIGHr CONDITION AS DEFINED IN SECTION 8.1 OF THE AISC, " SIPECIFICA TION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4;0 BOLTS", DATED ..UNE 30, 2004.

11. FLAT WASHERS ARE TO BE INSTAlLED VtlTH BOLTS OVER SLOnED HOLES.

12. 00 NOT OVER TORQUE ASSEMBLY BOLT$. GAlVANIZING ON BOLTS, NUT$. AND STEEL PARTS ;loiAY ACT AS A LUBIRICANT, THUS OVER TIGHTENING IIAY OCCUR AND WAY CAUSE BOLTS TO CRACK AND SHAP orr.

13. PAL NUTS ARE TO BE INSTAIL!.EO AFTER NUTS ARE TIGHT AND v.lTH EDGE UP OUT. PAL NUTS ARE NOT REQUIRED WHEN SELF - LOCKING NUTS ARE PROVIDED.

14. GAlVANIZED ASTM A32S BOLTS SHALL NOT BE REUSED.

PRO..ECT INFORMATION:

RIFLE RULISON XXX COUNTY ROAD 321

RIFLE, CO 81650 (GARfiELD COUNTY)

PLANS PREPARED FOR:

w131nc. Offi<:o: (888) 609-9~96

PLANS PREPAtLAS

T~WER 263 ~rii~t. 133

Denver, CO 80206 Office: (888) 609- 9596

PLANS PREPARED BY:

~ ----*W 3703 JUNCT10N BOU.EVARO RAI.fiGH,NC 276113-6263 OFFICE:~1 9) 1161.a351

-~ SEAL:

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03-29- 1 2 I Rr-/!5~0 ZONING DRAW1NG5

03-2,- 12 ZONING OAA'MNG5

DATE ISSUED FOR:

I DRAWN BY: Al15 I CHECKED BY: NMC I I SHEET 111\.E: I

GENERAL NOTES

SHEET NUMBER: REVISION:

1 TEP t: 1212' 4 N-1

l_ ~ lr"--------------------------------------------~------------------

I LOT 1

N,h JANN .rRn

PAJU:n. 1: %176-:t41-QO-OU R.rC8PTION 1: 70676

S.rCTJON 19, TOITNSHIP 6 S, IUNC6 f4 r PAIIT 0, LOT 1

PROPOSED 100' SElF SUPPORT TO~ BY A 1\.AS.

LOT I

SEE SHEET C-2 FOR I ELEVAllON. J

PROPOSED 60'x60' A 1\.AS l I LEGEND l PARENT PROPERTY UNE

-------- ADJACENT PROPERTY UNE

Ia EXIST. ELECTRIC METER

'C. EXIST. UT1UTY POLE

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

® PROPERTY CORNER

• LEASE CORNER

- - - 200--- EXIST. CONTOUR LINE

~ EOCE OF PAVEIIENT

---<lHw--- OVERHEAD l'olRE

- --fi./W--- RIGHT- OF- WAY

--X - CHAIN UNK FENCE

.1 BUILDI,NG SETIBACKS II PROP UNE REOUIRED PROPOSED

FRONT 148.5':1:

SIDE •50' 1071':1:

REAR •25' 247':1:

TO'M:R LEASE AREA. 1 I I I I I I I

I =====:--------- ---------------~---------------------------1

s.r t / 4 1a 1/4

EXISTING FENCE LINE. l I

PROPOSED 20' v.lDE UTIUTY l EASEMENT BY A 1\.AS I

I EXIS11NG 8' v.lDE ACCESS l ROAD TO BE UTILIZED BY 1 A~. I

I I I I I I I I I

LOT% : I I I I I I I I I I I I

NOTES:

1. 1liE BASIS ~ 1liE lo£RIDIANS At~! OOORCINA TES FOR 1liiS PLAT IS THE w.t:IWlO STA 1! PLANE COOROtV.l! SYSTDI. NORT!i AMERICAN DATUM 19113 (COSPCS NAD 113).

2. VERT1CAL INFORioiA TION SHOWN. BASED ON TliE NORT!i _ AMERICAN VERT1CAL DATUW OF 1988 (NA'IO '88) IN FEET.

------------------- I ~- All DISTANCES ARE CROUt.ll UIUSS OTHERWISE NOTED. I I I I

SITE PLAN 0 300 600

SCALE: 1" • 300' SCALE IN FEET

PRO..ECT IN FOR IIA TlON:

RIFLE RULISON XXX COUNTY ROAD 321

RIFLE. CO B1650 {GARFIELD COUNTY)

PLANS PREPARED FOR:

w1f91nc. Office: {888) 609-9596

PLANS PREPAiLAS

T~\VER 2113 ~m~t. #3~

Denver. CO 80206 Office: (888) 609-9596

PLANS PREPARED BY:

SE~

~ ---.s )103 .IJNCTION BOU.EVARD RAI.EIGH.NC2-~ACE:~I~661-6l51

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d...~v~i·;~ .. ~'-' ~~ Qt.O~

I I 03·2'·1 2 I RJ:'V151:0 ZONING DRAW1NG5

o I 03·2'· '2 ZONING OAA'M~

REVI DATE ISSUED FOR:

I DRAWN BY: Ar!i I CHECKED BY: NMC I SHEET T11\.E:

SITE PLAN

SHEET NUMBER: REVISION:

C-1 1 TEP 1: 12 12 '•

104'- 0"± $ T)\JGHTNING ROO

F\JTURE ANTENNA MOUNTS BY OlliERS. ( T'tP)-------,.

TOWER NOTES: 1. TOY£R TO RE!.IAJN A GALVANIZED C<X.OR.

2. TOM:R SHAU BE LIT ONLY If' REQUIRED BY !HE fEDERAL A..,AnON AD!.IINISTRAnON.

3. PROPOSED COAX !.IOUNTED TO WAVEGUIDE LAOOER (PRO\'IDED BY TOY£R !.IANUFACTURER).

4. COOROlNATE WAVEGUIDE LOCATION \11TH SHELTER.

5. TOv.t:R TO INCLUDE SAFETY CABLE. 00 NOT INCLUDE SAFETY CUMB MEC>iANISM.

~ 0' -o· (REFERENCE) T/CRADE

PROPOSED SEUf-SUPPORTED TO~. !.IANUFACTURER TO BE DETER!.IINED. -------.._

TOWER ELEVATION SCALE: 1" • 20'

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100'- 0" AGl $ T/TO~

90'-0" AGL $ It ANTENNA

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XXX COUNTY ROAO 321 RIFLE. CO 81650

(CARRELO COUNTY)

PLANS PREPARED FOR:

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• BY AT&T / / .. • "' i >t // PLANS PREP~FOR,

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AREA BY ATlAS TOWER. 283 ~-~ 133 g . .. ·;.....- . • ,. . 4 44 _. . / . Oenwt~~co•aoios

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/ / . -I / / FUTURE 1S'x20' LEASE I .p ,( / AREA BY DTI1ERS /

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'ol / / _..- PROPOSED 1DO' SE1.F-SUPPORT / / .' --- - ----- _./_------ TOv.t:R BY ATlAS TOv.t:R. SEE / ~ ' . / ELEVATION ON SMEET C-2. /

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. / / UNK FENCED COiotPOUND / . i / / / WITH BARBED WIRE. / i / / / .

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1 · · • ., .o · / , .o • . . / / I I • / / • I PROPOSED 6" OF ~· CRUSMED ' I • • 4 I

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X : • 4 I . TO EXTEND TO ~ASE LINE.\ . ;, • / : X

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REVI DATE ISSUED FOR:

I DRAWN BY: Al15 I CHECKED BY: NMC I SHEET TITlE:

COMPOUND DETAIL

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TEP #: 12 12'•

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