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Home My WebLink About20170293.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 wteitaggins * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED; Parcel Number*: 1 4 7 1 1 4. 3 0 1 ., o 0 7 Address of site: 16455 CR8r FT. Lupton, CO 80621 Legal Description: Lot 7 Patches Estates PUD Zone District; PUD Acreage: 36 FEE OWNER($) OF THE PROPERTY - Name: Robert and Claudia Marvin (AA 12 digit nurber on Tax I.D. information. obtainable at Section: 14 Township: '1 N Range: 66 W Floodplain:OY Geological Hazard:OY O Airport O erlay:0Y Company: Phone #: 303-841-3472 Email: Street Address: 16455 CR 8 City/State/Zip Code: Ft. Lupton CO 80621 Name: Company: Phone #: Street Address: Email: City/State/Zip Code: Name: Company: Phone #: Street Address: _ City/State/Zip Code: Email: APPLICANT OR AUTHORl7FD AGENT: (See below Authorization must accorrpanyall applications signed byAuthorizedAgents) Name: Eugene Carroll Company: Phone #: Advantage Engineers LLC 720-507-5696 Street Address: 5445 DIG Parkway Email: ecarroll aduantageengineers.ccm City/State/Zip Code: PROPOSED USE: Greenwood Village, CO 80111 Telecommunication Site I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained withinthe application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. if an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corpLDraLion is the fee owner, notarized evidence must be included indicating that the signatory has to legal ,uth rity to sig rifor the op oration, d --444.-C"n -s-s dPe--/) 4-Jig/a Sign e: Owner or Authorize/ Agent Date Signature: Owner or Authorized Agent Date Eugene Carroll Print Name Print Name Rev 4/2016 y advantage engineers 8/15/2016 TO: Weld County Colorado Re: E O- ITE, INC./ L ';r.I,TL'ER OF AUTHORIZATION Site Name & #: MungerCO-0020 Address: 16455 County Road 8, FT. Lupton CO 80621 To Whom It May Concern: Roberti) Malvin, hereby authorizes Eco-Site, Inc,, their agents, representatives, successors, or assigns to act on its behalf in the filing of any and all applications for approvals, permits and authorizations necessary to constrict, alter, or upgrade a proposed reless telecommunications facility on our property located at 16455 CR 8, FT Lupton CO 80621. Should you have any questions, please contact me at the above address or by phone at 3 P r ' + - 3z t2? Robert 1) Mar. t. 16455 CR 8 FT. Lupton CO $0621 NOTARY STATE OF CabcmA COUNTY OF aSletcs,� 1, _ y a Notary Public t -t , do hereby certify that acknowledged the due execution of the foregoing instrument AUSA PAGE NOTARY PUSUt STATE OF COLORADO MY NOTARY %D 20'164010527 COMMISSION EXPIRES MARCH 15, for Pdg Ain& County, State of trp, personally appeared before me this day and Witness my hand and official seal, this the . day of (Sig ire ofNotary No v Public My commission expires: CV t/a0z21.1::) 520 Fellowship Road, Suite A-106 Mount Laurel, NJ 0805114 856-231.-0800 id isivvvvvikadvantageengineers.com Use by Special Review Questionnaire Planning The proposed use of a "Leased Area" that is 75'x75 will be the location of a 175' Telecommunications Tower and equipment, This Tower will provide communication service to the surrounding area. The tower design follows the Weld County standard of providing the opportunity of 4 different carriers to be located on the tower. This "Leased Area" is located on Lot 7 PATCHES Estate PUD. (Survey Attached) 2. The proposed use is consistent with Chapter 22 and other applicable Code provisions or ordinance in effect. Section 22-2-20. I (A.Goal) provides, "Reduce potential conflicts between varying /and uses in the conversion of traditional agriculture lands to other land uses.", The proposed tower facility is located on rural acreage that is part of the PATCHES Estates PUD, The nearest residence is .50 miles from the tower site. The tower will not be lighted per FAA requirements and the site is unmaned. 3. The proposed use is consistent with Chapter 23 (Zoning) based upon the following: ("The objectives of the PUD District are to: encourage flexibility and variety in the DEVELOPMENT of land to promote its most appropriate use; improve the design, character and quality of new DEVELOPMENT; facilitate the adequate and economical provision of public and private services;"). This PUD Zoning district allows for Telecommunications Antenna Towers as a Use by Special Review. 4. The proposed use of a Telecommunications Tower facility will be compatible with the existing surrounding land uses. The surrounding area is rural in character, with a majority of landscape in pastureland and dryland farming. There are numerous oil and gas wells and associated encumbrances in the general vicinity. There are 7 lots in the PATCHES Estates PUD, all are rural homes with acreage outbuildings. 5. The proposed Telecommunications Tower facility is un-maned and the hours for standard maintenance with be Monday -Friday from 8AM to 5PM, 6. There will be no employees located at the site. 7. NA 8. The site will be maintained on an as need bases, with only one or two technicians per site visit. 9, NA 10. The "Leased Area" will be 78'x75', with a gravel base, The access road from the County Road will follow an existing road, which is gravel. 11. NA 12. The proposed site is now pastureland and no additional landscaping is planned. 13. The fence will be 8' chain link, with 3 strands of #12 -gauge barbed wire with 4 -point barbs, on the top. 14. NA 15. If the proposed Telecommunications Tower facility is determined to be abandoned or the Lease has terminated, Eco-Site Inc. will remove all improvements and return the site to the conditions that existed prior to the construction of the facility. 16. The Fire District is Hudson Fire Protection District. 17. The list of Improvements are as follows: New electric line from CR 8 along east side of lot in the utility easement — A fenced in area containing the communications equipment — a 175' monopole with foundation — gravel road from existing CR 8 access drive to site — no landscaping proposed around the fenced area. Engineering 1. Trips to site are limited to only maintenance vehicles as needed. 2. The travel route would be US HWY 85 to County Road 8, CR 8 to site. 3. All travel will come from west. 4. NA 5. The access will use the existing driveway off CR 8 for 16455 CR 8. 6. NA Environmental Health 1. NA — Drinking water 2. NA — No sewage 3. No storage on site 4. NA 5. No fuel storage 5. NA 7. NA 8. No air emissions 9. NA 10, NA 11. NA Building 1. There will be a 175' monopole tower built and there will be equipment racks for communication control panels. No other structures will be built. 2. NA 3. The monopole will support the communications & antenna equipment on the tower. RE Justification ■-Mobile ASR 10 Mile Tower Registrations First, reviewing the RF Justification by T -Mobile for the location at 13455 CR 8, you will see the most coverage for the area is provided by a 170' tall communications tower. The height of the RAD center on the tower provides a "in building" coverage area of roughly 2.5 miles, depending on terrain. This coverage fills the gap that is now present in the T -Mobile network. This is shown on the first page of the attached graphic. Based upon the attached information, the request for a tower at 170' is justified, in order to provide "in building" coverage in the area. Second, attached you will find an FCC ASR Registration Tower search, covering a 10 -mile radius from the proposed tower site location. In reviewing the list of towers you will notice the following facts. S a • a • There are 42 towers registered within the10 mile radius. 17 of the 42 towers are at a lower height than the 170' that is needed to provide the necessary coverage. 19 of the 42 towers registered are "Broadcast" towers, which are used for either radio or television. Co -location is not possible due to the possibility of RF interference. 4 of the 42 towers registered are controlled by either, Government agencies, Rail Road companies or Petroleum companies. 2 of the 42 registered communication towers have the necessary height that is required, however, both towers are over 9 miles from the proposed site. Therefore, the towers are too far away to provide any coverage in the area that the RF justification has outlined. T -Mobile Site DNO15O3B RF Justification T -Mobile is requesting to build a site at 16455 County Road 8 with a height of 170' AGL in order to improve existing service coverage and quality in residential areas South East of Fort Lupton, along Hwy 41 and have continuous coverage between existing sites The accompanying coverage prediction plots exhibit the need for this height. The colored shade shows "In building" quality coverage. Existing T -Mobile Coverage Coverage with DNO15O3 B at 70' without variance There is improvement around the site but gaps still exist. There is no continuous coverage, another site will be needed to cover Hwy 41. Coverage with DNO15O3B at 169' with variance The greater height provides improved area of Very Good Service in ail directions. Hwy 41 is covered, all residential areas and continuous coverage exist between surrounding sites Existing surrounding sites DN1144A: 1051 Monopole 0N03094D: 150' Monopole 0N03093E: 150' Monopole DNO1143E: 150' Silo • ASR Registration Search Results in 4J z 111 a) U 6 a) w6" w } g agiai • s is T , 40 G .4 ch c ')isplayed Results Pending Application(s) Li Specified Search Latitude='40-O2 53.5 N'r Longitucde='104-44-40.8 4r Radius=16.x. Kilometers ia- r-a -J • �� t 1-. r fIP U 0 .0 U.) 0 6 - co Q 0 o WE LA a) 84 L .- I4 +am■ E 0 2I 0 o 0 0 4 it lit= v-41 ri I ri BRIGHTON, Co BRIGHTON, CO BRIGHTON, CO z z 2 -• Ni • ri cf, pri N gal (NJ IN' Ns re N• I" tact in ITL" 8 al tidn 2T4- r4 r-1 C RADIO INC Si A0025821 Constructed 102414L 2 0 0 C!� .-I A0028822 Constructed U 2 '--4 0 C A0361961 Constructed BRIGHTON, CO 39•-57-2510N RADIO INC A0028824 Constructed 104-43-46.0W . I op op co BRIGHTON, CO BRIGHTON, CO BRIGHTON, CO C ■ 0 0 . ri (Al vs rrir ' feh rl ` tom# 9 le 0 8 0' g go 4u 4 a H e o 0 O E "la a N N ...1 A0028834 Constructed A0641377 Constructed A0028836 Constructed rn i` in wit is?C it Jtt it in La Lr '1`-1 ri ri T1 1-4 t Cr Vs t I It N N tN N NJ rsi 0 0 0 0 0 0 d 2 It 40-117tifti Constructed CO 0 104 7 co r 1 t w . .` 2 cr)5 ,912 (2 L a. • LA r T P1 u-) Lt"t FT. LU PTON, CO 40-07-30.7N A1031247 Constructed 104-44-41 t0W BRIGHTON, CO z 0 Lc LU U et LL to tem 11.1 Ce k-fg GZ A0037549 Terminated rn co In O 0 C Cl 2 ttp:llwi reless2. 'ca lOlsApplAsr rch asrResultrasp?searchTyps=TRL printable Witt ola MON Wi C, U C) U u C C ._ fa aG; 4118 iot O lied I gY 01 re rr k.„ it t O U Specified Search U) i. ra w E 1 Ct ti. i co C r '�1• C It a i J ti m in esti a tie ca Q so w L co t_ O 0 p - n THORNTON, Co 39-54-2840N Bridge Towers, LLC A0941680 Constructed 104.54.54.0W THORNTON, CO z o L Itt ritil 1441 r Bridge Towers, LLC A0941681 Constructed . Q La 143 Zs rn 03 CO CO CO THORNTON, Co 39-54-41.0N Bridge Towers, LLC A0941682 Con stru cted 104-54-54.0W THORNTON, Co FREDERICK, CO 0 �y en . 1n . U:n4 ih Lal% oit 0 g e `' eat A0941683 Constructed Vertical Bridge Towers, LLC A0977856 Constructed BRIGHTON, CO 39-57-22.0N 104-51-18.0W O a 0 0 LL! —01 U 1/40 1/40 tt Constructed BRIGHTON, CO BRIGHTON, Co z 0 0 - es `" I - I Lan felin I 0Nr as s-5 fen L j SALEM MEDIA OF COLORADO 40046466 Constructed O in a Et LU LU 1M..� ct Ul `o 1/40 Q C Constructed BRIGHTON, CO 39-57-1180N SALEM MEDIA OF COLORADO A0046470 Con stru cted co co co co ri N ri tit IC iD It ti3 III LP Ln in In en in in in CO al al m rn aik o a 0 0 0 0 0 0 a ri ri tag rill 061 Nr L 'ref r —I rig yml K r C U Li ic r Petroleum To HUDSON, CO 6 N :An en X11Ile rI A0828726 Constructed ras 0 0 ASR Registration Search REstAts ti 0 CIS vi 1) U 4 15 0) 4 a o sa, 04 c ce Displayed fe°_ 411 CI a• C S a it Specified Search L 40 cu E O 2 rl r 1) 113 D CC • 166 CS p 1 1 I 0 T7 !I ea 2 fel Lel C cu 46.1 fo J • ▪ I n- • • • 3.r r•• ▪ ^▪ r ▪ _.• r a'' I "7 'S 1 •a cen a) r American Towers, LLC, Brighton, CO en 1.6 to rot 0 a m to eat fu EC A0975785 Constructed LEI Nt- cC 0 1 7 In 0 ten 0 CC Nl 0 r*i tI to art C' Xcel Energy Services Inc* A1003575 Constructed co _1 ret rsa 1-4 ar3 $43 O 0I— Frederick, CO Longmont Channel 25, Inc, A0508889 71) his) • T 1-4 7 Y Ltisk ONti r T Z cri 4 GTI wb C LONGMONT CHANNEL 25, INC. A0508890 '2 AF u C in r4 in r1 t l N a' m Frederick, CO 40-05-57,0N Longmont Broadcasting, LLC A0510702 t C 0 its T1 N Q.) -O gmen o Q CL E C) 4 4. COI 1&t•w L 1J wit IL 0 CLOSE WINDOW to jsp?s archtype-=TRL&fiVevvType=BV&curPage=2&rPago 3&prir 1e ASR Registration Search Resu?ts U) a, Ce NC U I m a, t c in t O .t.1its tin la in QJ CCten et ai Displayed Results Specified Search Latitude= '40x02.53.5 Nt, Longitude!' 104-44-40 8 W, Radius= 16.1 Kilometers 1 f .01 ..1 C II I, V a 8 i ; 8 L k- ■ cr O = L12 8 O U 0 p Q,1 t13 LL L'>L SBA 2012 TC Assets, LLC A0813074 0 4.0 L9 4.0-11-1012N 52 Eighty/ LLC A0893359 Constructed 10 03 IGO (J I en r 1 0 ti e C 2' sc co J turi N U) A0814426 Constructed en en Brighton, CO N Hudson, Co Ln rclv Lii , o p Cn 'Pt r`a r4 •� SBA Monarch Towers II, LLC 40762427 Constructed C 03 N f -J tf in 0 U a Q toen ce rn Lf, N C C to_ 0, at OD NJ T en 0 } r 01 Brighton, CO 2 • en oo Let tri SBA Towers VI, LLC A0973262 Constructed C co f �' J I w • ■ n a tig) (.0 a.) . 4L) to & 12Le9. /) �3 a) . 3 O _ '2 8 } 0 en Fort Lupton, CO 0 Fort Lupton, CO 2 CPI LI) J I�7j f 7 n4 ,% C 4 to tt E 0 0. O 0 C A0808630 Constructed CO N C .0 (13 0 0 U E (39 0 CU 117 slo A0808631 Constructed N co 104-45-09.6W C .' �1 a ci U r . 0 Ft. Lupton, CO Anadarko Petroleum A1004296 Constructed en a Ch O C a 0 U int y r ro L. C CD 1 - IM tet tt, ii Cisi di �q. a. a 3 LLB sc t}' S cc re I It, re Ut I, rot' i t r2 I rs �I s U:12) I-i 0 Ira ma TS tomor cm C a' Specified Search Latitude='40.02-53.5 W, Longitude=1104-44-40•8 , f Radius= 16 1 Kilometers a C) gC iks a"1 1 r+i agle Sas 1 o C V Registration a) cn Icy .� > 1. tn izr, or on) Fort Lupton, CO 2 Nit ' -4 m 1 In 0 0 t E 4M c o < 8 N fel 7 7 1-0 0 C Brighton, CO 39-58-1549N Verizon Wireless (VAW) LLC A1032693 C 1 rot N I igt 104-55-53SW O tift Ul '� J huupl/ wiretess2.fce.govi 1sApp/AsrSeEirch/asrR tii .jsp?searchTyppzTRL&fr'V'' en 1 "S Nei/ ad morn 2. z4 ys- 0 Id C Lip IA IX Antenna Structure FCC Site Map FCC > WTh > > Online 5vstems > MR Seams z 4 Y U) 2 E. cu c b New Search Coo• OP* °bid* ow v XI L�1 4,41 I a I LQ � dx U O t C 4.1 rti U co tam an U C C a E DO O 1 C Si+ �`f i CO CIO lee tin O 000P 2 E in 0D* V S IAD Is 4 cy -01 CC 1- Y' L s� 5j z 0 3 co cri 0ac- p�. id a fir 0. T Qni tre O. 1* E 13 l�1O ti en FAA/FCC Aeronautical Evaluation and AM. Screening Report Site Name; Munger Reservoir Site ID: COeOO2O Site Address: Date: Prepared for: Fay -Site% 240 Leigh Farm Road, Suite 415 Durham, NC 27707 Prep_ared_b r: caidwell 5900 lull Center Parkway, Suite 401 Pleasanton, CA 94566 Tel: (925) 262-3850 E-mail: airsafety@cald ellcomp1iance,com 16455 County Road 8 Fort Lupton, CO 80621 8/29/2016 Eco-Sit& caidweil COMPLIANCE Overall Crane Height: Vertical Datum: Site Address: SITE DATA Site ID/Name: Structure Type: Site Coordinates: Horizontal Datum: Ground Elevation: CO -0020 Munger Reservoir Monopole Lat: 40° 02' 53.54" N Long: 1044 44' 40,87" W NADS3 5117' Overall Structure Height (AGL): 180' Overall Structure Elevation (AMSL): 5297' 210' NAVD 88 16455 County Road 8 Fort Lupton, CO 80621 LANDING FACILITIES AND NA AID INFORMATION Nearest public use or government use landing facility: 18V Platte Valley Airpark Type of landing facility: Distance to facility: Bearing to facility: Nearest private landing facility: Type of landing facility: Distance to facility: Bearing to facility: Nearest electronic navigation facility: Type of navigation facility: Distance to navigation facility: Bearing to navigation facility: Airport 38 NM 032° C012 Van Aire Airport 4.3 NM 1550 DVV Mile High Vortac 10.7 NM 149 1 EcoSit4S\ caldwell7 c PUANCE FAA AND FCC FINDINGS AND RECOMMENDATIONS Based on the site data provided FAA notice criteria will not be exceeded. Notice to the FAA and FCC Antenna Structure Registration are not required for the propose tower. Notice to the FAA is required for the proposed crane based on the site data provided. Notice is required based on the following: • FAR 77.9(a): Exceeds 200ftA L The analysis of this site by Caldwell Compliance has concluded that the crane will likely receive a determination of No Hazard to Air Navigation from the FAA, 1 Maximum No Notice to FAA Required Height: Maximum No Extended Study Required Height: Maximum No Hazard Determination Height: Maximum No Marking and Lighting Required Height: NOTE: The No Hazard determination, no extended study and no lighting required heights are based solely on the proposed structure not exceeding Obstruction Standards. The FAA can make marking and lighting requirements or issue a determination of Hazard to Air Navigation at their discretion. 200' AGL 283' 283' 200' or 5317'A R or 5400' or 5400' or 5317' AM SCREENING FINDINGS AND RECOMMENDATIONS AM study is not required. • Structure is not within 32 km of a FCC licensed AM radio station • The nearest AM radio station is KLVZ at 7.1. km. Report prepared by: Stevie Ratto Air Safety Analyst Date: 8/15/2016 Report prepared using AirspaceS2O16 version 16.7.41 and TERPSe Professional software. 2 a APPENDIX A: MAPS TO PO MAP SATALITE MAP Caldwell 4.r O Sii P 1...I - (RC e.; 3 Eco-Sit&' caldwell'� COMPLIANCE NOTICE CRITERIA FAR 77 FAR 77 FAR 77 FAR 77 FAR 77 FAR 77 NR = NNR = PNR . 9 (a) : .9(b) : .9(c): . 9: . 9; . 9 (d) APPENDIX B: AIRSPACE ANALYSIS RESULTS **************************************************** ,rt Federal Airways & Airspace Summary Report: New Construction Antenna Structure *************************************************** Airspace User: File; CO -0020 Location: Lochbuie r CO Latitude; 40°-02(-53.54" SITE ELEVATION AMSL.... 5117 ft. STRUCTURE HEIGHT 180 ft. OVERALL HEIGHT ANSL5297 ft, NNR NNR NNR NNR NNR NNR Longitude: 104°-44'-40.87" (DNE 200 ft AGL) (ONE Notice Slope) (Not a Traverse Way) FAR 77,9 IFR Straight -In Notice Criteria for 18V FAR 7749 IFR Straight -In Notice Criteria for DEN (Off Airport Construction) Notice Required Notice Not Required Possible Notice Required (depends upon actual IFR procedure) For new construction review Air Navigation Facilities at bottom of this report. Notice to the FAA is not required at the analyzed location and height for slope: height or Straight -In procedures. Please review the 'Air- Navigation' section for notice requirements for offset IFR procedures and EMI. OBSTRUCTION FAR 77.17 FAR 77.17 FAR 77.19 FAR 77.19 FAR 77.19 FAR 77.19 FAR 77.19 STANDARDS (a) (1) : DNE 499 ft AGL (a) (2) : DNE - Airport Surface (a) : DICE - Horizontal Surface (b) : DNE - Conical Surface (c) ; DNE - Primary Surface (d): DNE Approach Surface (e) : DNE - Transitional Surface VFR TRAFFIC PATTERN AIRSPACE FOR: 10V: PLATTE VALLEY AIRPARK Type; A Ri): 21009.17 RE; 4967 FAR 77.17 (a) (1) : DNE FAR 77.17 (a) (2 ) : DNE - Height No Greater Than 200 feet AGL, VFR Horizontal Surface: DNE VTR Conical Surface: ONE VFR Approach Slope: DNE VFR Transitional Slope: DNE VFR TRAFFIC PATTERN AIRSPACE FOR: DEN: DENVER INTL Type: A RD: 57166.0+6 RE: 5318.6 FAR 77.17 (a) (1) : DEE FAR 77,17 (a) (2) : DNE - Greater Than 5.99 NM, VFR. Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE TERPS DEPARTURE PROCEDURE (FAA Order 8260.3, Volume 4) FAR 77.17 (a) (3) Departure Surface Criteria (40:1) ONE Departure Surface MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) FAR 77.17(a)(4) MOCA Altitude Enroute Criteria The Maximum Height Permitted is 6000 ft AMSL Eco-Si t' Caldwell COMPLIANCE PRIVATE LANDING FACILITIES FACIL IDENT TIP NAME C012 AIR VAN AIRE No Impact to VFr Transitional Surface. . Below surface height of 331 ft above ARP BEARING To FACIL 154.51 RANGE DELTA ARP FAA IN NM ELEVATION IFR 4.31 +242 22CD REL PLATTE VALLEY MEDICAL CENTER 191.15 5.24 +182 No Impact to Private Landing Facility Structure is beyond notice limit by 26839 feet. AIR. NAVIGATION ELECTRONIC FACILITIES FAC ST DIST I ONT TYPE AT FREQ VECTOR (ft) DELTA ELEVA ST LOCATION DVV VORTAC I 114.7 148.94 65316 +18 CO MILE HIGH CX? RADAR ON 2715. 6.29 66577 +146 CO DENVER PLATTEVILL No Impact. This structure does not require Notice based upon EMI, The studied location is within 20 NCI of a Radar facility. The calculated Radar Line -Of -Sight (LOS) distance is: 177 NM. This location and height is within the Radar Line -Of -Sight. DEN RADAR Y 2745. 174.02 70878 --156 CO DENVER INTL No Impact. This structure does not require Notice based upon EMI. The studied location is within 20 NM of a Radar facility. The calculated Radar Line -Of -Sight (LOS) distance is: 180 NM. This location and height is within the Radar Line -Of -Sight. DEN FTG BIC BKF FQF QPK GLL VOR/DME RADAR WXL VOR/ DME TA.CAN VORTAC RADAR ARSR VCR` DME I Y R I R Y I 117,9 164. 5615. 149. 115,4 245. NA 180. 116.3 165. 1261.4 175, 114.2 1?, 69 89032 72 110408 85 120973 99 124170 13 134977 02 166023 8 174398 - 155 CO DENVER -314 CO DENVER -440 CO JEFFCC -297 CO BUCKLES - 483 CO FALCON -904 CO Denver +393 CO GILL (Parker) GRND APCH ANGLE BEAR CFR Title 47, +1.30000-+1.30004. AM STUDY NOT REQUIRED; Structure is not near a FCC licensed AM station, Movement Method Proof as specified in §73.151(c) is not required. Please review 'AM Station Report' for details. Nearest AM Station: KLVZ @ 7053 meters. Airspace@ Summary Version 16.7.421 . 02 . 13 -.13 AIRSPACES and TERPS+® are registered € trademarks of Federal Airways & Airspace@ Copyright © 1989 - 2016 08--05.2016 12:47:31 Eco-Site' caidweli '" COMPLIANCE NOTICE CRITERIA FAR 77.9(a): FAR 77.9(b): FAR 77.9(c); FAR 77.9: FAR 77,9: FAR 77,9(d): ************* *************************************** * Federal Airways & Airspace Summary Report: New Construction Construction Crane Airspace User: File: CO -0020 Location: Lochbuie r CO Latitude: 40O -02g-53.54" SITE ELEVATION AMSL. STRUCTURE HEIGHT.... (EIGHT ... . OVERALL HEIGHT AMS L ■ a3 I .i .5117 ft. a .21'�O ft, i .532 1�yj ft. Longitude: 104°-44'-40,87" NR (Exceeds 200 ft AGL) NUR (DNE Notice Slope) NNR (Not a Traverse Way) NNR FAR 77.9 IFR Straight -In Notice Criteria for i$V NNR FAR 77.9 IFR Straight -In Notice Criteria for DEN NNR (Off Airport Construction) NR = Notice Required NNR = Notice Not Required PNR = Possible Notice Required (depends upon actual IFR. procedure) For new construction review Air Navigation Facilities at bottom of this report. Notice to the FAA is required because height exceeds 200 feet. AGL. OBSTRUCTION FAR 77.17 FAR 77.17 FAR 77.19 FAR 77.19 FAR 77.19 FAR 77.19 FAR 77,19 STANDARDS (a) (1) : DUE 499 ft AGL (a) (2) : ONE -- Airport Surface (a) : DNE - Horizontal Surface (b) : DNE - Conical Surface (c) : DNE - Primary Surface (d); DNE - Approach Surface (e) : DNE - Transitional Surface \*ER TRAFFIC PATTERN AIRSPACE FOR: 18V: PLATTE VALLEY AIRPARK Type: A RI) 21089.17 RE: 4967 FAR 77.17 (a) (1) : DNE FAR 77.17 (a) (2) : DNE VFR Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE VFR TRAFFIC PATTERN AIRSPACE FOR: DEN: DENVER INTL Type; A RD: 57166.06 RE: 5318.6 FAR 77,17 (a) (1) : DNE FAR 77,17 (a) (2) : DNE - Greater Than 5.99 NM. VFR Horizontal Surface: DNE 1/FR Conical Surface; DNE 1FR Approach Slope; DNE VFR Transitional Slope: DNE TERPS DEPARTURE PROCEDURE (FAA Order 8260.3, Volume 4) FAR 77.17(a)(3) Departure Surface Criteria (40:1) DIsIE Departure Surface MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) FAR 77.17(a)(4) INCA Altitude Enroute Criteria The Maximum Height Permitted is 60O0 ft AMSL EcomSi t�' caIdweIi'1 COMPLIANCE PRIVATE LANDING FACILITIES FACIL IDENT T TYP NAME BEARING To FACIL 0012 AIR VAN AI RE No Impact to VFr Transitional Surface. Below surface height of 331 ft above ARP, 154.51 RANGE DELTA ARP FAA IN NM ELEVATION IFR 4.31 +272 22CD HEL PLATTE VALLEY MEDICAL CENTER 191.15 5.24 No Impact to Private Landing Facility Structure is beyond notice limit by 26839 feet. AIR NAVIGATION ELECTRONIC FACILITIES PAC ST DIST DELTA IDNT TYPE AT FREQ VECTOR (ft) ELEVA ST LOCATION +212 DVV VORTAC I 114.7 148.94 65316 +48 CO MILE HIGH GY RADAR ON No Impact* This structure does not require Notice based upon EMI. The studied location is within 20 NM of a Radar facility. The calculated Radar Line -Of -Sight (LOS) distance is: 177 NM. This location and height is within the Radar Line -Of -Sight, DEN RADAR Y 2745* 174.02 70878 -126 CO DENVER INTL No Impact. This structure does not require Notice based upon EMI, The studied location is within 20 NM of a Radar facility. The calculated Radar Line -Of -Sight (LO5 distance is: 180 NM. This location and height is within the Radar Line -Of -Sight. DEN FTC BJC BKF FQF QPK GLL V OR} DIM RADAR WXL VOR/ DME TACAN VORTAC RADAR ARSR VCR/ DME I Y R I R Y I 117.9 164.69 5615, 149.72 115.4 245.85 NA 180.99 116.3 165.13 1261.4 175.02 114.2 17.8 89032 110408 120973 124178 134977 166023 174398 -125 CO -284 CO -410 CO -267 CO -453 CO -874 CO +423 CO DENVER DENVER JEFFCO BUCKLEY FALCON Denver GILL (Parker) CFR Title 47, S1t30000-51.30004 AM STUDY NOT REQUIRED: Structure is not near a FCC licensed AM station. Movement Method Proof as specified in 73. 151(c) is not required. Please review 'AM Station Report' for details, Nearest AM Station: KLVZ @ 7 053 meters, Airspace® Summary Version 16.7.421 GR≥Q D APCH ANGLE BEAR ,04 2715, 6.29 66577 +176 CO DENVER PLATTEVILL .15 .1 -.08 -.15 -.19 -.12 -.19 -.3 .14 AIRSPACE® and TERMS@ are registered @ trademarks of Federal Airways & Airspace@ Copyright 0 1989 - 2016 08-05-2016 12:55;33 Certificate Of Taxes Due Account Number R7081298 `298 Parcel 147114301007 Assessed To MARVIN ROBERT D 16455 COUNTY ROAD 8 FORT LUPTON, CO K0621-7719 Certificate Number 127370 Order Number Vendor ID 56 VELOCITY PUBLIC RECORDS 7200 EAST DRY CREEK ROAD :1E-105 CENTENNIAL, CO 801 12 Lep! Butcription PE L7 PATCHES ESTATES PUD Side Ad chess [6455 8 CR WELD 000000000 Year Tax Chat 2015 1ntercst Foxe Payments Total Tax Charge S1211.02 $0,00 MOO ($605.51 Pik &JED= as of 016 ,Soo d Half Dim as of 041011i2016 Tax Billed at 2015 Rates for Tax Area 2218 - 2218 Authority WELD COUNTY SCHOOL DIST RE3,I CENTRAL COLORADO WATER (CCW HUDSON F[RE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2015 * Credit Levy Mill Lary 15.8000000* [ 15260000 I.5330000 3.5470000 6,3250000 3.3080000 Amotmt $434.49 $371.95 542.16 597.54 $173.92 $90.96 44.0390000 $1,211.02 Value AG -GRAZING LAND FARM/RANCH RESIDENCE -IMPS OTHER BLDGS.- AGRICULTUTAL Total Actual $955 $271,058 $19,440 $291,453 $605.5 I $505,51 $0.00 $605.51 Assated $280 $21,580 $5,640 $27,500 WARNING - THIS TAX CERTIFICATE DOES NOT WARRANT ANY TAXES OWED ON UNDERLYING ACCOUNTS OR PARENT OR CHILD ACCOUNTS. ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES, CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - SEPTEMBER 1, REAL PROPERTY - SEPTEMBER 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY COMMISIONERS, THE COUNTY CLERK! OR THE COUNTY ASSESSOR. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or mist, lax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. 1, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein, In witness whereof, I have hereunto set my hand and seal, TREASURER, WELD COUNTS', Joan R. Lefebvre, Jr 1400 N. 17th Avenue Greeley, CO 80631 Apr 8, 2016 1:42:50 PM Page 1 of 1 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), oc r cri c ( (Owner — please print) Eugene Carroll give permission to Advantage Kngineers (Applicant/Agent - please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: 16455 County Road FT Lupton Legal Description: SW 1 /4 Subdivision Name: of Section 14 , Township 1 N, Range 6 6 W PATCHES Estates PUD Property Owners information: Phone: 3o314(-SU Y Applicant/Agent Contact Information: E-mail: Lot 7 Block p tura) A e X, c„. , c 4/11 Phone: 720-507-5696 E -Mail: ecarrroll@advantageengieers.com Email correspondence to be sent to: Owner Applicant/Agent Xx Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent xx Additional Info: Owner Signature: Owner Signature: aAfree1/2-i Date: 10/7 (o Date: / th, -te sa'vas""'� advantage engineers 8/15/2016 TO: Weld County Colorado Re: ECD-SITE, INC./ LETTER OF AUTHORIZATION Site Name & #: Munger CO -0020 Address: 16455 County Road 8, FT. Lupton CO 80621 To Whom It May Concern.: Robert D Marvin, hereby authorizes Eco-Site, Inc., their agents, representatives, successors, or assigns to act on its behalf in the filing of any and all applications for approvals, permits and authorizations necessary g es� ary to construct, alter, or upgrade a proposed wireless telecommunications facility on our property located at 16455 CR 8, FT Lupton CO 80621. Should you have any questions, please contact me at the above address or by phone at 3 O - /- 1 Robert D Marvin 16455 CR 8 FT. Lupton CO 80621 STATE OF CA oncte COUNTY OF piclapc\S NOTARY ALISA PAGE NSTATE PUBLIC OF COLORADO MY 0► 11�1NOTARY ID 20164010527 SIGN EXPIRES MARCH 15, 2020 A 14Loive , a Notary Public for PricutinS, Count State County, of do hereby certify that personally appeared before me this day and acknowledged the due execution of the foregoing instrument. witness my hand and official seal, this the 1 day of Ruierateit , 201 k (Si ure of Notary) Notary Public My commission expires: ell k S /).ca 520 Fellowship Rood, Suite A-106 Mount Laurel, NJ 08054 •856.231-0800 • www.ddvartacieengine:ers.com t ni C ��.rrC�i�1C��'CS.Co WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. 1.� H Street P.O. Box 758 Greeley, CO 80632 Phone: (970) 304-6496 After Hours: (970) 356-4O00 Emergency Services: (970) 304-6500 x 2700 Inspection: (97Q) 304-6480 Permit Number: AP16-00558 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: SUB 16-0021 Applicant Information: Name: Eugene Carroll Company: Advantage Engineers LLC Phone: 720-507-5696 Email: ecarroll@advantageengineers.com Location: Access is on WCR: 8 Nearest Intersection WCR: 8 Distance From Intersection: 7565 Number of Existing Accesses: 1 Planning Process: Other SUBX16-0021 Road Surface Type & Construction Information: Road Surface: Asphalt Culvert Size & Type: 1.5'1 CMP/RCP min. if req. Start Date: 10/01/2016 Finish Date: 01/01/2017 Materials to Construct Access: gravel &WCR: 31 Required Attached Documents Submitted: Traffic Control Plan: No Certificate of Insurance: Expiration date: Property Owner Information: Name: Robert & Claudia Marvin Company: Robert & Claudia Marvin Phone: 303-841-3472 Email: pwrwgn@uswest.net Proposed Use: Temporary: Single Residential: industrial: Small Commercial: 14 Oil & Gas: Large Commercial: Subdivision: Field (Agricultural On ly)/Exem pt: Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 6 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel 147114301007. Utilize existing upgraded and shared access point on CR 8 (1 -Small Commercial) located approx. 7565 ft. East of CR 31. Note: CR 8 is a Collector roadway with a 60 ft. setback from centerline. Approved by: Digitally signed by Morgan Gabbert DN:cn=Morgan Gabbert, o, ou, email=mgabbert@weldgov.co rn, c=US Date: 2016.12.13 09:18:35 Weld County Public Works Date: 12/13/2016 Print Date -Time: 12/13/2016 9:18:03AM 18:03A M Access Permit PW008 Page 1 of 1 Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley, CO 80632 Phone: (970)304-6496 Fax: (970)304-6497 Applicant a Eugene Carroll N Company Advantage Engineers LLC Address 5445 DTC Parkway City Greenwood Village State CO Zip 80111 Business Phone 720-807-5696 Fax E-mail ecoarroll@advantageengineers.com Parcel Location & Sketch The access is on WCR 8 Nearest Intersection: WCR 88 & WCR 8 Distance from Intersection .43 miles Parcel Number ��8�� Section/Township/Range 14-1-66 Is there an existing access to the property. i YES NO Number of Existing Accesses 1 Road Surface Type & Construction Information Asphalt El Gravel Treated Other Culvert Size & Type None I Materials used to construct Access gravel Construction Start Date 10/1/2016 Finish Date 1/1t2017 Proposed Use o Temporary (Tracking Pad Required)/ $75 Small Commercial or Oil & Gas/$75 O Field (Agriculture Only)/Exempt ACCESS PERMIT APPLICATION FORM Property Owner (If different than Applicant) Robert & Claudia Marvin Name Address 16455 County Road 8 City Ft. Lupton State CCZip 80621 Phone 303-841-3472 Fax E-mail pwrwgnuswest.net Existing Access A= Proposed Access t N U WCR WCR o Single Residential/$75 o Large Commercial/$150 is this access associated with a Planning Process? 0 No Required Attached Documents - Traffic Control Plan -Certificate of insurance U Industrial/$150 Subdivision/$150 USR ARE SPUD Qother - Access Pictures (From the Left, Right, & into the access) By accepting this permit, the undersigned .Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding foci liat+ s construction,.. Signature . r Printed Name Eugene Carroll Date_g2Paelagol-.. er:a_7716 Approval or Dente l will be issued in minimum of 5 days. Approved by Revised Date 6/29/10 valmont, STRUCTURES October 19, 2016 Ref: Design and Failure Modes for a 175 -ft AGL Tapered Monopole Quality of Steel and Fabrication of a Monopole Structure Valmont Project No. 340894 Site: CO -0020 — Munger Reservoir Pole Designed with a maximum Theoretical Fall Radius of 37.5'. In order to assure you of the high quality of all Valmont products, we would like to offer the following comments: • Communications monopole structures designed by Valmont are sized in accordance with the latest governing revision of the ANSI/TIA 222 standard unless otherwise requested by our customer. This standard has been approved by ANSI/ASCE-7, which has dealt with the design of antenna support structures for over 40 years. The TIA standard, based on provisions of this nationally known specification, has a long history of reliability. At its core philosophy is its first and foremost priority to safeguard and maintain the health and welfare of the public. • The TIA standard designates a minimum wind loading for each county in the United States. Valmont uses the wind loading listed in the TIA standard unless a greater value is specified by our customer. Structures are also designed for radial ice at a code specified reduced design wind loading. Code designated coefficients are used to ensure that the structure will survive the designed wind speed. The structure can usually survive even a greater wind load than the basic design wind speed because of these conservative coefficients. • Design and loading assumptions that are used for the analyses of these structures are very conservative in nature when compared to other codes, which makes structural failure highly improbable. • Failure of a steel monopole occurs when a point is reached where the induced stresses exceed the yield strength of the material. At this point, the deflections induced in the material are no longer temporary. Hence, a permanent deflection in the monopole would exist. • The term failure above refers to local buckling at a designated point on the pole. Local buckling does not cause a free falling pole; rather it relieves the stresses from the pole at this location. Monopoles are flexible, forgiving structures, which are not generally susceptible to damage by impact loads such as wind gust or earthquake shocks. • When local buckling occurs, a relatively small portion of the shaft distorts and "kinks" the steel. When the pole begins to bend the exposure area is reduced and therefore, the force due to wind is decreased as well. Even though buckling exists, the cross section of the pole is capable of carrying the entire vertical load. Therefore, wind induced loads could not conceivably bring this type of structure to the ground due to the excellent ductile properties, design criteria, and failure mode. • Valmont's communication poles have proven to be very reliable products. Valmont has provided structures that have performed well during earthquakes in California, hurricanes in the South (including Hugo, Andrew, Opal and Katrina), and a number of tornadoes. In over 25 years of engineering and fabricating thousands of monopoles, to our knowledge Valmont has never experienced an in service failure of a communication pole due to weather induced overloading, even though, as in the cases of Hurricanes Hugo, Andrew and Katrina, the wind speeds exceeded the design wind speed. We use the latest standards, wind speed information, and sophisticated analytical tools to ensure that we maintain our unblemished record for quality. Valmont Mierotleet, LTCS, Valmont Industries, Inc. 3575 25`h Street Salem, OR 97302-1123 USA Toll Free: 800-547-2151 Fax: 503-316-2040 www.valmont.com va mont , STRUCTURES Valmont Quality of Steel and Manufacturing: • Monopoles are fabricated from ASTM A572 Grade 65 material with a controlled silicon content of 0.06% maximum to ensure a uniform galvanized coating. The base material is fabricated from Grade 50 material. All plate material meets a V -Notch toughness requirement of 15 ft-lbs. @ -20 degrees Fahrenheit. By meeting the strict toughness requirement, monopoles are best suited to resist the cyclic/fatigue type loading (i.e. wind induced loading) these structures exhibit. • Valmont's anchor bolts are fabricated from A615 Grade 75 material. The bolts are 2 ',4 in diameter, made from #18J bar stock. Anchor bolts come complete with five (5) A194 Grade 2H hex nuts. • For the past 40 years, our company has always guaranteed the quality of the steel used in building our structures. Material Certifications are available on all material at the time of fabrication. Fabrication of the monopole is performed in accordance with the provisions of the AISC Manual of Steel Construction and ASCE Design of steel Transmission Pole Structures. All welding and inspection is in accordance with the American Welding Society's Specification D1.1 -latest revision. Testing and inspection reports are available upon request at the time of fabrication. In addition, we have designed this monopole with a theoretical break point at approximately 140.42 -ft elevation, by purposely over designing the pole sections below this point. In the unlikely event the pole were to fail at this point, the significant loading reduction caused by the removal of the tower wind area and weight above would greatly reduce any chance that the remaining tower would have any structural damage, thereby providing a theoretical failure zone of approximately 34.58 -ft for the 175 -ft AGL monopole. I hope these comments address any issues that you might encounter relative to the anticipated performance of monopole structures and quality of steel fabrication. If you have additional questions or comments, I may be reached at 503-589-6639. Sincerely, Jonathon Neumann Associate Engineer, EIT Valmont Microflect Valmont Miero#lect, LTCS, Valmont Industries, Inc. 3575 251h Street Salem, OR 97302-1123 USA Toll Free: 800-547-2151 Fax: 503-316-2040 www.valmont. eom advantage engineers Drainage Narrative 16-0121 Application 1. Exceptions: Section 23-12-30, 1.- a. No Stormwater detention will be required for sites that meet any of the following conditions. (4) Towers including, but not limited to, cell, wind, and telecommunication towers. 2. Water Flow: Origination - There is no existing water source crossing the tower site, from the higher elevation western property line. 3. Water Flow: Exit — There is no existing water source leaving the tower site. 4. Direction: The site slopes gently from west to east. 5. Drainage Problems: There has not been any drainage problems with the site, as the site is undisturbed ranch land. Eugene Carroll AICP Project Manager Advantage Engineers LLC 720-507-5696 M ecarroll@advantageengineers.com 5445 DTC Parkway, Penthouse 4, Greenwood Village CO 80111 • www.advantageengineers.00m advantage engineers 12/27/2016 Kim Ogle Dept. of Planning Services Weld County 1555 N 17th Ave. Greeley, CO 80631 RE: USR16-0039 Mr. Ogle, I have enclosed the updated Site Plan and USR map for the USR16-0039 application. I have incorporated the comments by the following departments on the updated documents. • Lauren Light, Environmental Health Services — No changes requested. • Hayley Balzano, E.I., Development Engineer C CONDITIONS OF APPROVAL: A. The plan shall be amended to delineate the following: 1. The applicant shall show the drainage flow arrows. (Department of Planning Services -Engineer) Prior to Construction: A. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. (Department of Planning Services -Engineer) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 1. The historical flow patterns and runoff amounts on the site will be maintained. (Department of Planning Services -Engineer) • City of Northglenn — No changes requested. • Janet Lundquist, Public Works — Access permit was approved. CONDITIONS OF APPROVAL: B. The plan shall be amended to delineate the following: 2. County Road 8 is a paved road and is designated on the Weld County Road Classification Plan as a collector road which requires 80 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the future and existing right-of-way. All setbacks shall be measured fromthe edge of future right-of-way. This road is maintained by Weld County. (Department of Public Works) 3. Show and label the approved access(es) (AP16-00558), and the appropriate turning radii on the site plan. (Department of Public Works) 5445 DTC Parkway, Penthouse 4, Greenwood Village CO 80111 • www.advantageengineers.00m 4. Show and label the entrance gate set back a minimum of 100ft from edge of shoulder. (Department of Public Works) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 2. The property owner shall control noxious weeds on the site. (Department of Public Works) 3. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. (Department of Public Works) 4. There shall be no parking or staging of vehicles on public roads. On -site parking shall be utilized. (Department of Public Works) • Colorado Parks and Wildlife — Response letter not attached in comments. If you require any other documents for the scheduled Planning Commission and County Commissioner meetings, please let me. Best regards, Eugene Carroll AICP Project Manager Advantage Engineers LLC 720-507-5696 M ecarroll@advantageengineers.com 1025 Andrew Drive, Suite 100, West Chester, PA 19380 8 484-401-9779 • www.advantageengineers.com 4' October 14, 2016 Weld County Department of Planning Services 1555 N 17th Ave. Greeley, CO 80631 Re: Eco-site Inc. (CEO -O020) Colocation Letter of Intent Application for Proposed Telecommunications Facility 16455 County Road 8, Fort Lupton, CO, 80621 To Whom It May Concern: Eco-site Inc. hereby submits this letter of intent in connection with its application for zoning approval to construct and operate a telecommunications facility monopole in Weld County on the property located at 16455 County Road 8. The facility will be designed to accommodate future shared use. Pursuant to Section 23-4-840 of the County Zoning Code, Eco-site and its successors in interest agree to the following: • to respond within 90 days to a request for information from a potential -use application; • to use best efforts and negotiate in good faith concerning future request for the shared use of the tower by other telecommunications providers; and • to allow shared use of the tower if another telecommunications provider agrees in writing to pay reasonable charges. The charge may include but is not limited to a pro rata share of the cost of site selection, planning, project administration, land costs, site design, construction and maintenance financing, return on equity and depreciation and all the costs of adapting the tower or equipment to accommodate a shared user without causing electromagnetic interference. The undersigned may be contacted at {919) 246-8652, in the event you require further information. Eco-site Inc. By: 1 Name: Colleen K. Carroll Title; Director Site Acquisition & Zoning ` 240 Leigh Farm Road, Suite 415 I Durham, NC 27707 I www.eco-site.corn STATE OF NORTH CAROLINA COUNTY OFreDW'fiis.[m I, Eisairx44i l(t3Tjnec,a Notary Public CoIm COV01 l personally appeared before me this day and acknowledged he (or she), as appradori Sisk . of Epp -Site, inc.? a Delaware corporation, and that he (or she) as DI ctc , sac i -K, } being authorized to do so, executed the oregoing instrument on behalf of the corporation, sh'1/2!..? /fre re. MS tia 10 pititi } filtc ��\� f1111ifIlllnkx1 1 oiotv Pub tilc Counly 1 for y a County, North Carolina, do hereby certify that ,94141 Witness my hand and official seal, this the CU day of My commission expires: OC±06( 7 201Q) Erbaosur4ovasa (Signature of Notary) Notary Public ,o1 240 Leigh Farm Road, Suite 415 I Durham, NC 27707 I www.eco-site.com NOTE TO GENERAL CONTRACTOR C O z w I- 311111 IIIIIIIpie fj�� 300 =270 24D ca. -' 60 { 120 C/// V��!!Jf llll IQ 1�111�180 ��`�� MAGNETIC DECLINATION CALCULATED ON: 10-25-16 E rla�.I 6 LJi*IicMC AJ SITE i Y VICINITY MAP DEPART DELGANYSTREET TOWARD 23RD STREET/PARK AVENUE WEST. TURN RIGHT AT THE 1ST CROSS STREET ONTO 23RD ST/PARK AVENUE WEST. CONTINUE TO FOLLOW PARK AVENUE WEST. USE THE RIGHT2 LANES TO MERGE ONTO I-25 NORTH VIA THE RAMP TO FT COLLINS. MERGE ONTO I-25 NORTH. USE THE RIGHT 2 LANES TO TAKE EXIT 21GA TO MERGE ONTO 1-76 EAST TOWARD FORT MORGAN. KEEP RIGHT TO STAY ON I-76 EAST. TAKE EXIT 25 TOWARD LOCHBU IE. TURN LEFT ONTO E 158TH AVENUE. TURN RIGHT ONTO COUNTY ROAD 37. TURN LEFT TO STAY ON COUNTY ROAD 37. TURN LEFT ONTO COUNTY ROADS. THE SITE WILL 8E ON THE LEFT. DRIVING DIRECTIONS 04 CO -SITE CO -0020 MONGER RESERVOIR T MOBILE SITE DN01503A SITE ADDRESS 16455 COUNTY ROAD 8 FORT LUPTON, COLORADO 80621 WELD COUNTY LATITUDE: 400 02' 53.539" (40.048209°) N LONGITUDE: 104° 44' 40.868" ('104.744732°) W TAXIPI N #: 147114301007 ZONING: PUD - PLANNED UNIT DEVELOPMENT CODE ANALYSIS BUILDING CODE: ELECTRICAL CODE: IBC 2015 NEC 2014 IFC 2015 U (UTILITY) IIB FIRE SAFETY CODE: USE GROUP: CONSTRUCTION TYPE: MUNICIPALITY: WELD COUNTY AND CITY OF FORT LUPTON, STATE: COLORADO TOWER TYPE: MONOPOLE TOWER HEIGHT: 175-0"±AGL (TOP OF MONOPOLE) 180'-0"±AGL (TOP OF LIGHTNING NUMBER OF CARRIERS: ROD) 0 EXISTING, 1 PROPOSED USE: TOWER 4 COLORADO 80111 PROPOSED TELECOMMUNICATIONS UNMANNED EQUIPMENT CONSULTANT ADVANTAGE ENGINEERS 5445 DTC PARKWAY, PENTHOUSE GREENWOOD VILLAGE, PHONE: (855) 316-8377 ATTN: TIM ALLEN PROJECT SUMMARY DEVELOPER ECO-SITE 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 P HONE: (601) 416-4341 ATTN: CHAD CURRY POWER COMPANY UNITED POWER COOPERATIVE PHONE: (303) 637-1213 ATTN: BRETT THOMAS TELEPHONE COMPANY CENTURY LINK PHONE: (720) 578-5147 ATTN: JULIE McMULLIN PROPERTY OWNER ROBERT & CLAUDIA MARVIN 16455 COUNTY ROAD 8 FORT LUPTON, COLORADO 80621 PHONE: (303) 961-3128 ATTN: DAVE MARVIN CONTACTS NO WORK IS TO BE PERFORMED ON THIS SITE WITHOUT REVIEW OF THE APPROVED STRUCTURAL ANALYSIS, IF ANY DISCREPANCIES ARE FOUND THE GENERAL CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING. AT NO TIME WILL ANY ADDITIONAL ANTENNAS BE INSTALLED WITHOUT WRITTEN CONSENT FROM TOWER ENGINEER. NOTE: ACCORDING TO F.I.R.M. PANEL 0S12302140E, EFFECTIVE DATE 01/20/2016, THERE IS NO FLOOD PANEL PRINTED FOR THIS AREA BECAUSE THERE ARE NO "SPECIAL FLOOD HAZARD AREAS" PRESENT. DRAWING SHEET DRAWING TITLE REV T-1 TITLE SHEET 0 Z-1 SITE PLAN 0 2-2 COMPOUND PLAN 0 Z-3 ELEVATION 0 Z-4 CONSTRUCTION DETAILS 0 SHEET INDEX DEPARTMENT OF PLANNING SERVICES BUILDING INSPECTION DIVISION 1555 NORTH 17TH AVENUE GREELEY, COLORADO 8G631 P HONE: (970) 353-6100 x3540 PERMIT INFORMATION T -MOBILE NORTHEAST LLC 2323 DELGANY STREET DENVER, COLORADO 80216 PHONE: {2'1%) 633.5200 FAX: {215) 633-5393 Fcc-Si te ECO-SITE, INC- 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers 436 ■ae$ae4Ct AKBAIE Sint C hECRANIC92LP*2I PFNN6RYANbc 17066 PR@E (717146&0666 wimadvortmeeeencorr SCHEDULE OF REVISIONS 5 4 3 2 1 12.21-16 REV- PER CITY COMMENTS ° 09.19-16 EASEMENT REVISION C 06.03-16 REVISED A 05.20-16 ISSUED FOR 90% REVIEW (ZDs) REl1, NO. DATE DESORPTION OF CHANGES DRAWN BY: MTG CHECKED BY: SCALE: NOTED JOB NO: N590210.000 DRAWING TITLE: TITLE SHEET DRAWING SHEET: T SHEET NUMBER: 'I OF 5 SITE INFORMATION: ECO-SITE SITE NAME! CO -O020 MUNGER RESERVOIR T -MOBILE SITE ID: DN01503A SITE ADDRESS! 16455 COUNTY ROAD S FORT LUPTON, COLORADO 80621 JURISDICTION: CITY OF FORT LUPTON WELD COUNTY, COLORADO S B9°46'56" W 41.59' POT UTILITY EASEMENT cf{ ..-. �O . 9 L4 2408'-1" TO REAR PROPERTY LINE L.3 C i in N- N PROPOSED 12"o COMPOST FILTER SOCK (TIP) (SEE DETAIL 4/Z-4) S 89'45'56" W 46.59' (TIE) 1,461.72' {TIE) —19A �H3--ffid-4�—Qdh�Ito 4db4.53-e FOB LEASE AREA 20.00' (TIE) PCB ACCESS EASEMENT S 05'10'58" W 312.03' ti6 X01 PROPOSED 60'-6"x75'-0" FENCED COMPOUND WITHIN 75'-6'x75'-0" LEASE AREA (SEE SHEET Z-2 FOR MORE DETAIL) PROPOSED 175'-6" MONOPOLE W/ 5'-D" LIGHTNING ROD LAT= 40'02'53.539" N LONG = 104'44'40,86B" W GROUND ELEV = 5,116,07' (SEE SHEET Z-3 FOR MORE DETAIL) ono I w La 63b PROPOSED 10r-011 WIDE UTILITY EASEMENT 4�—Pdb418—�1 N 00'14'04" W PROPOSED LIMIT OF 1,465,74' DISTURBANCE (9,981.0 SQ.FT.) (0.23 AC.) PROPOSED 20'—D" WIDE ACCESS EASEMENT N Iv 12'-0" WIDE SECTION OF EXISTING DRIVE TO BE RE—GRAVELED/LEVELED LOT 7 P.A.T.C.H.E.S. ESTATES APNI 14711410':007 A -AGRICULTURAL DISTINCT EXISTING WATER TANK PAD N 00141G4' W SaS44.8— see a8 4E$=Qdb'--4ffi-=55—Afar,ffb � 4Bb=C am S 01'01'53" E 784.22' LEASE AREA LINE TABLE LINE BEARING DIATANCE L1 S 89'45'56" W 75.00' L2 N 00114104" W 75.00' L3 N 89'45'56" E 75.00' L4 S 40.14'04" E 75.00' - - a 00"114 os- E NOTES: THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED. 2. THE PROPERTY OWNER SHALL CONTROL NOXIOUS WEEDS ON THE SITE, 3. THE ACCESS ON THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD INCLUDING DAMAGES AND/OR OFFSITE TRACKING. 4. THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS. ONSITE PARKING SHALL BE UTILIZED. ILIMILSZ" N PIM U PLANNED UNIT DEVELOPMENT DISTRICT Ems r BULK REQUIREMENTS ZONING DISTRICT: PUD - PLANNED UNIT DEVELOPMENT DESCRIPTION: REQUIRED: EXISTING: PROPOSED: MIN. LOT AREA: MIN. FRONT YARD: MIN. SIDE YARD: MIN. REAR YARD: TED BY COMMISSION 20 FT 20 FT 20 FT 25.9 ACRES 72 FT 8 FT' 3,563 FT (NO CHANGE) 1,506.9 FT 84.1 FT 2,408 FT COMMUNICATION TOWER: SECTION 410-83 N. DESCRIPTION: REQUIRED: EXISTING: PROPOSED: TOWER SETBACK : (100% TOWER HEIGHT) 175 FT NIA 1,506.9 FT EXISTING LEGAL NON -CONFORMITY LOTS P.A.T.C.ILEJ. ESTATES APN: 1471'UL3D10a6 60 SITE PLAN SIAJJh ■ 00"4IF GRAPHIC SCALE 60 1x0 ( IN FEET ) I inch = 801t (SCALE BASED ON FULL SIZE 24" xte" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) 240 S 22.35'45° E 26.20' S 15°07'52° E S 12'51'11" E 48.57' 80.15' S 10-05'55" E 33.48' EXISTING BUILDING EXISTING BUILDING EXISTING GRAVEL ACCESS ROAD S 14'10'39" E 39.05' S 04'58'04" W 82,27' PCB UTILITY EASEMENT EXISTING UI BUILDING EXISTING 50'-0" PIPELINE EASEMENT (EXC. 10 & 11) EXISTING 16'-0" WIDE ACCESS GATE TO BE I REMOVED AND REPLACED WITH NEW 201-0"___L. 11 ACCESS GATE (197'-0" FROM EDGE OF SHOULDER) EXISTING 15'-0" O A 37:- m HOUSE UTILITY & OPEN SPACE EASEMENT (EXC. 10) EXISTING f" EXISTING HOUSE A= 38.29' R= 25.00' BEAR= S 00°50'25" E S 01'23'46" W 10.89' GENERAL NOTES: L �.J.J POT ACCESS EASEMENT APPROVED ACCESS "AP16-00558" EXISTING 60'-0" PUBLIC R.O.W. POC 5.00' (TIE) 5 59"24'36" W 65.92' N 88'00'26" W 100.57' S 89'09135"W 147.51' FUTURE 80'-O" PUBLIC R.O.W. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED "CELLULAR SURVEY" BY CLARK LAND SURVEYING, INC., LATEST REVISED DATE 09/07/2016. 2_ THE PROPOSED FACILITY WILL CAUSE "DE MINIMS' INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY, 4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO HANDICAP ACCESS REQUIRED). 5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1986 (NAVD 1988). 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE 8. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 9. ACCORDING TO THE F.I.R.M. COMMUNITY PANEL #08123C2140E, EFFECTIVE DATE 01/20/2016, THERE IS NO FLOOD PANEL PRINTED FOR THIS AREA BECAUSE THERE ARE NO SPECIAL FLOOD HAZARD AREAS" PRESENT. Know Mars below. Call before you dig. PROTECT YI NRSELF, 614E THREE MAKING DAYS NOTICE 1HIS DRAWING DOES NO1 INCLUDE NECESSARY CORPONENTS FOR CENSTRUDHCN SAFETY. ALL CONS -THUG -00N MUST 9E DONE IN COMPLIANCE WITH THE CIDDLJPATTONAL SAFETY MD FC Lfl1 AST C.f 1070 AND ALL ROLES AND RN.JLAT)ON5 THERE TG APPURTENANT_ T T -MOBILE NORTHEAST LLC 2323 DELGANY STREET DENVER, COLORADO 80216 PHONE: 1215) 633.5200 FAX: (215) 6333393 EcoSitJt ECO-SITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers 4.16 H]H'143B10E AVENUE Skit C PIECHMOZSEPFNN6?LV NFL1Xt6 WYWethertrealrocuag1 SCHEDULE OF REVISIONS 5 4 3 2 1 12.21-16 REV. PER CITY COMMENTS o 09.19-16 EASEMENT REVISION B 06.03-16 REVISED A 05.20-16 ISSUED FOR 90% REVIEW (ZDs) REM. NO. DATE OESCRPTION OF CHANGES DRAWN BY: MTG CHECKED BY: SCALE: NOTED JOB NO: N590210.000 DRAWING TITLE: SITE PLAN DRAWING SHEET: Z SHEET NUMBER: 20F5 SITE INFORMATION: ECO-SITE SITE NAME! CO -0020 IRUNGER RESERVOIR T -MOBILE SITE ID! DN0'1 5O3A SITE ADDRESS: 76456 COUNTY ROAD 8 FORT LUPTON, COLORADO 8062'1 JURISDICTION: CITY OF FORT LUPTON WELD COUNTY, COLORADO GENERAL NOTES T in N COMPOUND PLAN L . FUTURE CARRIER LEASE AREA FUTURE CARRIER LEASE AREA 75'-0" (FENCED/LEASE AREA) PROPOSED COMPOUND AREA TO GRAVELED PROPOSED 8'-0a HIGH CHAIN LINK FENCE (SEE DETAIL 3/Z-4) 4 Lg 0 PROPOSED 1O'—O'x15'-0" T —MOBILE LEASE AREA FUTURE CARRIER LEASE AREA PROPOSED 175•—D- MONOPOLE WITH LIGHTNING ROD (SEE SHEET 7-3 FOR MORE DETAIL) ICALM 115.1cr GRAPHIC SCALE 4 ( IN FEET ) 1/4 inch = 1. ft (SCALE BASED ON FULL SIZE 24'x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAA'INGS) 16 PROPOSED T —MOBILE CPS ANTENNA PROPOSED T -MOBILE EQUIPMENT ON STEEL EQUIPMENT PLATFORM (SEE DETAIL 1/7-4-) PROPOSED T -MOBILE ICE BRIDGE (SEE DETAIL 2/7-4) PROPOSED BOLLARD (TYP OF 0) PROPOSED 4 -GANG METER STACK ON NEW 4'-0" ELECTRICAL BACKBOARD PROPOSED 12'-O" WIDE ACCESS GATE (SEE DETAIL 3/Z-4) OO do J FOR THE PURPOSE OF ZONING DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- GENERAL CONTRACTOR SUBCONTRACTOR- SUBCONTRACTOR HIRED BY GENERAL CONTRACTOR OWNER- ECO-SITE OEM- ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER, 3, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER. 7. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. 8. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 9, CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. 10. CONTRACTOR SHALL LEAVE THE PREMISES IN CLEAN CONDITION. 11. CONSTRUCTION SHALL COMPLY WITH ECO-SITE MASTER SPECIFICATIONS AND THESE DRAWINGS. WHERE A CONFLICT EXISTS, IT IS CONTRACTOR'S RESPONSIBILITY TO NOTIFY OWNER. 12. NOTHING CONTAINED IN THESE DRAWINGS SHALL CREATE ANY CONTRACTUAL RELATIONS BETWEEN ANY SUBCONTRACTOR(S) AND ECO-SITE. 13. CONTRACTOR SHALL HOLD HARMLESS EGO -SITE AND ITS REPRESENTATIVES FROM ALL SUITS, ACTIONS, OR CLAIMS OF ANY KIND BROUGHT ABOUT AS A RESULT OF ANY INJURIES OR DAMAGES SUSTAINED BY PERSONS) OR PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS FOR ANY AND ALL PERSONS, INCLUDING SUBCONTRACTORS, ON SITE AS REQUIRED BY CURRENT OSHA STANDARDS; INCLUDING BUT NOT LIMITED TO: PERSONAL PROTECTIVE & LIFE SAVING EQUIPMENT SIGNS, SIGNALS & BARRICADES TOOLS - HAND & POWER ELECTRICAL FALL PROTECTION EXCAVATIONS CONCRETE do MASONRY CONSTRUCTION STEEL ERECTION POWER TRANSMISSION & DISTRIBUTION CRANES & DERRICKS IN CONSTRUCTION A) B) C D E F G) H) J) Know what's below. Call before you dig. PROTECT YOURSELF, OM THREE WORKING OAYS NOTICE THIS DRAIN DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST DE DONE IN COMPLIANCE MTh THE OCCUPATCNAL SAFETY AND HEALTH ACT Cr 1874 MD ALL RULES ANC REGULATIONS HERE TO APPURTENANT. T -MOBILE NORTHEAST LLC 2323 DELGANY STREET DENVER, COLORADO 80216 PHONE: {2'15) 633.5200 FAX: {215) 633-5393 Eco-Sit& ECO-SITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers 436 ■ae$aeict XiBLE. Sint t hE NANICSBLIRG,PEPABILYANA17066 Pint (717146&0066 WYNJIdtptS*acoIr SCHEDULE OF REVISIONS 4 4 3 2 1 12.21-16 REV. PER CITY COMMENTS 0 09.19-16 EASEMENT REVISION B 06.03-16 REVISED A 05.20-16 ISSUED FOR 90% REVIEW (285) REV' DATE DESORPTION OF CHANGES DRAWN BY: MTG CHECKED BY: SCALE: NOTED JOB NO: N590210_000 DRAWING TITLE: COMPOUND PLAN DRAWING SHEET: Z SHEET NUMBER: 3OF5 SITE INFORMATION: ECO-SITE SITE NAME! CO -0020 MUNGER RESERVOIR T -MOBILE SITE ID: DN01503A SITE ADDRESS: 16455 COUNTY ROAD S FORT LUPTON, COLORADO 80621 JURISDICTION: CITY OF FORT LUPTON WELD COUNTY, COLORADO W. JEFFERY NAGORNY, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE It 51328 T TOP OF LIGHTNING ROD {OVERALL STRUCTURE HEIGHT) 0 cc 180'-0"f AGL TOP OF MONOPOLE 1 P O O N 75'-0"± AGL ROP0SED T -MOBILE ANTENNA 170'-O"± AGL FUTURE CARRIER ANTENNA c_ C 16D'-0"± AGL FUTURE CARRIER ANTENNA a F 150'—O'± AGL TURF CARRIER ANTENNA 140'-0"f AGL PROPOSED BOLLARD (TIP OF 6) PROPOSED 4 -GANG METER STACK ON NEW 4'-O" ELECTRICAL BACKBOARD GRADE O'-0"± AGL PROPOSED 5'-0" LIGHTNING ROD PROPOSED T -MOBILE RRU "-MOUNTED BEHIND ANTENNA (TYP OF 4 PER SECTOR. 12 TOTAL) PROPOSED T -MOBILE MICROWAVE DISH (TIP OF 1) PROPOSED T —MOBILE ANTENNA ON NEW 12'-0" STUB NOSE ANTENNA PLATFORM (TYP OF 4 PER SECTOR, 12 TOTAL) FUTURE CARRIER ANTENNAS (TYP) PROPOSED 175'-U" MONOPOLE PROPOSED T —MOBILE ICE BRIDGE (SEE DETAIL 2/1-4) PROPOSED T -MOBILE EQUIPMENT ON STEEL EQUIPMENT PLATFORM (SEE DETAIL 1/7-4) 3 PROPOSED T —MOBILE GPS ANTENNA ID P 5 GRAPHIC SCALE I0 20 44 ( IN FEET L inch = 10ft, (SCALE BASED ON FULL 312E 24"xS8" SHEETS ONLY) (DO NOT USE SCAT ON OTHER SIZED DRAWINGS) PROPOSED B'-0" HIGH CHAIN LINK FENCE (SEE DETAIL 3/Z-4) T -MOBILE NORTHEAST LLC 2323 DELGANY STREET DENVER, COLORADO 80216 PHONE: (21 5) 633.5200 FAX: {215) 633-5393 Eco-Sit� ECO-SITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers 1.16 WB13CB10E AVENUE BURS C PIECHANCSBIRC, PFNN6?L' ANIAMEG PH0Pt Q1TI1889104 winadwartrigeatemazum SCHEDULE OF REVISIONS 4 4 3 2 1 12.21-16 REV. PER CITY COMMENTS 0 09.19-16 EASEMENT REVISION B 06.03-16 REVISED A 05.20-16 ISSUED FOR 9O% REVIEW (205) REV' N0.. DATE DESORPTION OF CHANGES DRAWN BY: MTG CHECKED BY: SCALE: NOTED JOB No: N59O21O.OOO DRAWING TITLE: ELEVATION DRAWING SHEET: Z-3 SHEET NUMBER: 40F5 SITE INFORMATION: ECO-SITE SITE NAME! CO -O020 HUNGER RESERVOIR T -MOBILE SITE ID: DN01503A SITE ADDRESS: 164655 COUNTY ROAD S FORT LUPTON, COLORADO 80621 JURISDICTION: CITY OF FORT LUPTON WELD COUNTY, COLORADO W. JEFFERY NAGORNY, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE ft 51328 NEW T —MOBILE GPS ANTENNA MOUNTED TO ICE BRIDGE POST (4) OVERHEAD LED WORK LIGHTS ATTACHED TO 24" ICE BRIDGE, LITHONIA PART NO. OFLR-6LC-120—MO—BZ, OR APPROVED EQUAL ✓ 4 r. c A • 12'-0" IN t n 9'-5 MO BRI 6'-11" 4'-11' 2`-4" - .�� I .� I 1 6G a I • `` l° 48 8 0 od 04 . ��_� . E I I J.. — —I l dr 4 OI---- 11a I r� NEWT MOBILE — NEW FUTURE e; a. - __ LARGE DELTA -_ T -MOBILE T -MOBILE a o SSC I FUTURE I I UNISTRUT UNISTRUT T -MOBILE I a r I TABLE WITH TABLE WITH e e11G I EQUIPMENT le e1® ® faI STACKED STACKED l . CABINET o MODULES MODULES 1___- r I .. 14 kJ I I Oaaaaaaaaaaa '•) L]{]L]L] LI La LI Lit I LIL I LILJ --I a I L I Q n t . I 1 '�.yy I - _—_ I_ ..�. I -- I -. ,-'\ i ■ ��- 1 I �� -- NEW T -MOBILE AAV CABINET i I ' ti `` s+ MOUNTED ON UT LITY FRAME I I L -r— I I I I '` J. t 1 3'-0p PPC I I I 5 WORKING CLEARANCE - -- I --I I ■— I I -i FUTURE i FUTURE I~I FUTURE Imo-- - L- _ i T -MOBILE j J T -MOBILE ;; T -MOBILE �� EQUIPMENT I�-I EQUIPMENT i—i EQUIPMENT I - - i—� CABINET i CABINET CABINET t-- I- - ° ��] 11 6 °q q«�- F -I o--e� o ". a f l NEW T -MOBILE PPC 3" STANDARD GAUGE CORNER POST 14' -ID" O.C. MAXIMUM MOUNTED TO UTILITY FRAME w - r y 1,1 fY 3/8" STEEL CORNER TRUSS TENSION BAR (TYP) MECHANICAL GROUND CLAMPS TO BE INSTALLED ON ALL CORNER POSTS PROPOSED ADJUSTABLE PLATFORM LEGS (TIP OF 12) PROPOSED T -MOBILE EQUIPMENT PLATFORM LAYOUT I.T.s • 4 10`—O" ❑.C. MAXIMUM #7 GAUGE GALVANIZED TENSION WIRE ALL FENCE POSTS WITHIN 5 FEET OF SHELTER ARE TO BE GROUNDED TO GROUND RING WITH A CADWELD t 2" STANDARD GAUGE TOP PIPE X l -*-x X r x x r +`- =N 2" STANDARD GAUGE INTERMEDIATE POST 2" STANDARD GAUGE CENTER PIPE T •;X. 1.—B., x x vJ T —MOBILE COVP UNTED TO ICE DGE POST NEW T —MOBILE ICE BRIDGE (OVERHEAD) (SEE DETAIL 5/7-4) — xxx—r x—x—x—x� x :< x — CONCRETE FOOTING (4000 PSI 0 28 DAYS, PORTLAND CEMENT CONCRETE) CHAIN LINK FENCE DETAIL I.•. 2.4 .. MTh. 4 `I 6 C 4" STANDARD GAUGE GATE POST ‘1/>75 PROPOSED GPS ANTENNA J w L z S t PROPOSED ICE BRIDGE SUPPORT BRACKET (PART OF KIT) PROPOSED 24" ICE BRIDGE KIT, SITE PRO 1 PART NO. IB-24D—V, OR APPROVED EQUAL GROUND LEAD TO 7 GROUND RING (TYR) c 4 CROWN FOOTING FINISH GRADE 4000 PSI MIN. CONCRETE FOOTING NOTE: ALL SUPPORT POSTS MUST BE GROUNDED ICE BRIDGE DETAIL LTA (3) STRANDS OF #12 GAUGE GALVANIZED BARBED WIRE WITH 4 —POINT BARBS 2" STANDARD GAUGE WELDED GATE PIPES #9 GAUGE 2"x2 - FENCE FABRIC x ---X---X Y Y PROPOSED STYMIE LOCK (PROVIDED BY ECO—SITE) TO BE INSTALLED BY CONTRACTOR 1 Z' —O" WIDE GATE ] Za • d 1 L C _ 4" C 1 TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS Material Type 3 mil HDPE 5 mil HDPE 5 mil HOPE Multi -Filament Polypropylene (MFPP) Heavy Duty Multi -Filament Polypropylene (HDMFPP) Material Characteristics Photo— degradable Photo— degradable degradable Co— Photo— degradable Photo — degradable Sock Diameters 12" 18" 12" 18" 24" 32" 12" 1B" 24,E 32" 1 2" 18" 24" 32" 12" 18" 24" 32" Mesh Opening 3/8" 3/8" 3/811 3/8" 1/8" Tensile Strength 26 psi 26 psi 44 psi 202 psi Ultraviolet Stability 0/0 Original Strength (ASTM G-155) 23% at 1000 hr. 23% at 1000 hr. 100% at 1000 hr. 100% at 1000 hr. 6 months 9 months 6 months 1 year 2 years Tho-Ply systems Inner Containment Netting HDPE biaxial net Continuously wound Fusion -welded junctures 3/4"x3/4" Max. aperture size Outer Filtration Mesh Composite P©lypmpylene Fabric (Woven layer and non -woven fleece mechanically fused via needle punch) 3/15" Max aperture size Sock fabrics composed of burlap may be used c71 prajed s lasting 6 months or less. TABLE 4.2 COMPOST STANDARDS Organic Matter Content 80% - 100% (dry weight basis) Organic Portion Fibrous and elongated pH 5.5 - 8.0 Moisture Content 35% - 55% Particle Size 98% pass through 1" screen Soluble Salt Concentration 5.0 dS/m (mmhos/cm) Maximum 2)1x2" WOODEN STAKES PLACED 10' 0.0. BLOWN/PLACED FILTER MEDIA EXISTING CONTOURS N OTES: COMPOST FILTER SOCK DISTURBED AREA .,/ UNDISTURBED 1111111 �IIIIIIII I -111 IIIIIIIIIII III -I I L-1 11=1 tar M[N —1 i I - EE IE I I III -I Ili=1 -� l 111=1 I I -I I E11 I -I 11=1 11=1 11= N -111=ll 11 111 I I -III -I I -Tj41[ 111-1 � EWE ;1�1 Ili — SECTION VIEW N RIS DISTURBED AREA 111p ` COMPOST FILTER SOCK UNDISTURBED AREA AREA 2" X 2" WOODEN STAKES PLACED 10' 0.0. PLAN VIEW NTS 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2. 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT (FIGURE 4.1). MAXIMUM SLOPE LENGTH ABDVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. 3. TRAFFIC SHALL NOT BE PERMITTED TO GROSS FILTER SOCKS.. 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN, 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. r4-\ COMPOST FILTER SOCK DETAIL 1 N.T.S. T T -MOBILE NORTHEAST LLC 2323 DELGANY STREET DENVER, COLORADO 80216 PHONE: {2'15) 633.5200 FAX: {215) 633-5393 Eco-Sit& ECO-SITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers 436 ■we eiEEeICE KASA&E &1nE C PI NANICSBLP*2IPEPABILVANA17066 Pint (717146&0366 wimadvertmesaireascorr SCHEDULE OF REVISIONS 3 4 3 2 1 12.21-16 REV. PER CITY COMMENTS 0 09.19-16 EASEMENT REVISION B 06.03-16 REVISED A 05.20-16 ISSUED FOR 9O% REVIEW (205) REV' DATE DESORPTION OF CHANGES DRAWN BY: MTG CHECKED BY: SCALE: NOTED JOE NO: N59O21O.OOO DRAWING TITLE: CONSTRUCTION DETAILS DRAWING SHEET: Z SHEET NUMBER: 5OF5 SITE INFORMATION: ECO-SITE SITE NAME! CO -0020 Ii1UNGER RESERVOIR T -MOBILE SITE ID: DN01503A SITE ADDRESS: 16455 COUNTY ROAD S FORT LUPTON, COLORADO 80621 JURISDICTION: CITY OF FORT LUPTON WELD COUNTY, COLORADO W. JEFFERY NAGORNY, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE fF 51328 A BUSINESS OF FDH VELCOITEL SITESAFE RI" COMPLIANCe EXPERTS zest 200 North Glebe Road, Suite 1000 Arlington, VA 22203-3728 703.2761100 703..7641169 fax FAA@sitesafe.com viryvw.sitesofe.com FAA Aeronautical Evaluation Munger Reservoir CO -0020 © 2015 Sitesafe, Inc. Arlington, VA J _ For more information contact: faa@sitesefe.com 770.53 .3255 phone 703.27&1169 fax •-L � �l i�� 1 .Ik t L l�l l k� •-• T 1 -U T, y L nit �- � � � rw b l�' .� tfi .� �_ �, 4� } t� � :-�11 � �Ie i� i.*. E� _ �� 1� � toy ��. f«f r� �� r E�: ;�� 'a 7'� �,; a� � E.-� _ 5 Cif CO �� '�'i �� P� �� Ri {? �� SITE SAFE RF COMPLIANCE !EXPERTS' A BU5LNESS OF FDH VELOCFTEL SITE SPECIFIC EVALUATION FOR Client Site Name: Munger Reservoir Client Site Number: CO -0020 Client Site Location: Fort Lupton, CO. Client/Requestor Name: Jessica George Company Name: Eco-Site Address: 240 Leigh Farm Road, Suite 415 Address: Durham, NC. 27707 Date: 6/10/16 This is an evaluation based on application of surfaces identr' led in Federal Aviation Regulation (FAR) Part 77 and Federal Communication Commission (FCC) Rules Pan 17. EXECUTIVE SIMIMARY OF FINDINGS • The maximum height that can be built at this site without notice to the FAA is 200 feet AGL or 5316 feet AML* • Maximum No Extended Study height at this site is 283 AGL, or 5399 AMSL. Maximum No Hazard height at this site is 499 AGL, or 5 615 AMSL. • Maximum no marking and lighting height at this site is 200 AGL, or 5316 AML, SITE DATA SUBMITTED FOR STUDY Type of Structure: Antenna Coordinates of site: La: 40° ' 53.53" Long: 104' 44' 40.86" Datum: NAD 83 Site Ground Elevation: 5116 Total Height above the ground of the entire structure (AGL): 180 Overall height of structure above mean sea level (AMSL): 5296 Note This report is for planning purposes only. If notification to the FAA or FCC is submitted on a site (whether it is, or is not required), a determination of no hazard or an approval letter should be received prior to any actions taken at this site. AIRPORT AND IHELIPAII INFORMATION Nearest public use or Government Use (DOD) facility is Platte Valley Airpark. This structure would be located 3.8 NM or 23320 FT from the airport on a bearing of 31 degrees true to the airport. Nearest private use facility is Van Aire. This structure would be located 4.3 NM from the airport on a bearing of 154 degrees true to the airport. FINDINGS AM Facilities: (The FCC protects AM transmission stations from possible electro magnetic interference for a distance of 3.0 bn for directional facilities, and 1.0 kin for non -directional facilities. Any antenna structures within these distances will most likely require a detuning evaluation of the site) (Sitesafe offers a full range of tuning service&& For a free analysis of this site against the most current FCC data, go to our AM evaluation web site at http://sitesafe.com. A negative certificate can be generated, (on- line) if no conflict is found. If a conflict is found, our AM Detune will contact you to review the findings. This site was evaluated against the FCC's AM antenna database, and is not within an AM transmission area. FCC Notice Requirements: (FCC Rules, Part 17) This structure does not require notification to the FAA or FCC based on these rules. FAA EMI (The FAA protects certain air navigational aids and radio transmitters from possible electro-magnetic interference. The distance and direction are dependent on the ape of facility, be evaluated. Most of these transmission and receiver facilities are listed in the National Flight Data Center FDC) database.) This site would not affect any FAA air navigational aids or transmitters listed in the NFDC database. Military Airspace: This structure will not affect this airspace. Note.. This report is for planning purposes only. If notification cation to the FAA or FCC is submitted on a site (whether it is, or is not required), a determination of no hazard or anapproval letter should be received prior to any actions taken at this site. 2 FAA Evaluation: FAR Part 77 paragraph 9 (FAR 77.9). Construction or Alteration requiring notice: (These are the imaginary surfaces that the FAA has implemented to provide general criteria ff or notification purposes only.) This structure does not require notification to the FAA. FAR Part 77 paragraph 17(FAR 77.17). Standards for Determining Obstructions: (These are the imaginary surfaces that the FAA has implemented to protect aircraft safety. If any of these surfaces are penetrated, the structure may pose a Hazard to Air Navigation.) This structure does not exceed these surfaces. MARKING APO LIGHTING FAA Advisory Circular 70/7460-1 Marking and lighting is not required for this structure. RECOMMENDATIONS OR ACTIONS SiteSafe does not consider this site to be a Hazard to Air Navigation as specified in FAR part77. Note: This report is for planning purposes only. If notification to the FAA or FCC is submitted on a site (whether it is, or is not required), a determination of no hazard or an approval letter should be received prior to any actions taken at this site. 3 clap produced by Gmap4(torn mappingsupport.com h s://mappingsupportscomJp/, ap41php?']1 0.M48202777777 ,-104.7.... r a i ■ • h Lan" a • -'o die r 1O • arril _ • Ut i I+ I I M find Ia • nI • MI a 4-i- 405 t. a s I t • IA* as a 1 Sr.....-.-— .- 4 "''ti._ • U • 9rniih "` Mound, 14 14 CO -0020::, S. 4, .W ✓ ' a 'i • • • I • •- e S 7 - ___ — - i • • . • ■ ■ i • • •• • • Hpr'.Yui+iitr 1r S n • t r • •6• 500 rn • 4 R ■ RIP • I • Y • M • • b • • .1. ■ • • ■ • • • * • • • i • • • • • 1 oft 6/9/2016 10:38 AM From Todd Hodges [mailto:thodgesfortlupton.org] Sent: Monday, November 14, 2016 8:15 AM To: EugeneCarroll cECarrolladvantageengineers.com> Cc: Kim Ogle ckogle@co.weld.co.us>; Alyssa Knutson cAKnutson@fortlupton.org>; Claud Hanes <CHanes@fortlu pton.org> Subject: RE: Cell Tower Land Owner Kim and Gene, I spoke with Mr. Marvin this morning concerning the option of annexation into Fort Lupton. Mr. Marvin has indicated that at this time he would prefer to stay in the County and move forward on the tower project. Through the notification and discussion with the owner the intent of the CPA has been met and we look forward to receiving a referral as part of the County review project. Let me know if you have any questions or wish to discuss further. Have a great week. Todd A. Hodges Planning Director City of Fort Lupton 303-994-3174 From: Eugene Carroll [mailto : ECarroll@advantageengineers.com] Sent: Monday, November 07, 2016 6:38 PM To: Todd Hodges <thodges@fortlupton.org> Subject: Cell Tower Land Owner Todd, It was great to meet you and discuss the options that are available to get our telecommunications site built in Weld County. The land owners name is: Robert & Claudia Marvin 16455 County Road 8 303-841-3472 We will reach out to the landowner and request that he gives you a call to discuss annexation. Rega rds, Gene advantage engineers Eugene Carroll AICP Site Acquisition Project Manager 720-507-5696 M ecarroII@advantageengineers.com www.advantageengineers.com Confidentiality Notice: This email is intended for the sole use of the intended recipient(s) and may contain confidential, proprietary or privileged information. If you are not the intended recipient, you are notified that any use, review, dissemination, copying or action taken based on this message or its attachments, if any, is prohibited. If you are not the intended recipient, please contact the sender by reply email and destroy or delete all copies of the original message and any attachments. Thank you. To Date: Project: TCNS: Spirit Lake Tribe Tribal Historic Preservation Office PO Box 359 Fort Totten, ND 58335 ABRAHAM SHARP JULY 07, 2016 Co — 0020 — MUNGER RESERVOIR 138914 FINDING OF NO EFFECT — While there are cultural resources in the vicinity of the proposed undertaking - no cultural resources should be adversely affected by your proposed undertaking. If cultural materials are discovered during construction please notify the Tribal Historic Preservation Office. Under the authority of Section 106 of the National Historic Preservation Act of 1966 and in accordance with 36CFR800.2A4, after reviewing the materials you gave us for the project, the Spirit Lake Tribal Historic Preservation Department finds there should be no effect by the proposed undertaking on cultural resources. The proposed undertaking is near known and documented cultural resources. Many of these resources are Native American sites. The vicinity of the project is significant to the Mini Wakan Oyate — Spirit Lake Tribe (People of Spirit Waters). For millennia, the Mini Wakan Oyate have cekiya (prayed), gathered phezuta (medicines), and eti (camped) the surrounding vicinity. Since the area around the project was HEAVILY utilized in prehistoric times, it is particularly important for the construction to remain in the areas designated in the archaeological survey. Na further cultural resource work is necessary for this project as long as the areas outlined are adhered to. If additional work is necessary outside the areas designated, please notify our department and we can make the necessary arrangements. Please be aware though, because cultural inventories are done at different times of the year and under different circumstances there can be variations in the effectiveness of pedestrian surveys. At times, certain resources are not visible. For instance, medicinal plants, some very significant to the ongoing traditions and Spirit Lake Tribe Tribal Historic Preservation Office PO Box 359 Fort Totten, ND 58335 lifeway of the Spirit Lake people, may only be seen in the spring or summer of the year. Other times, the grass is too deep for certain features or artifacts to be located through pedestrian surveys. With this in mind/ we recommend that cultural resources not be forgotten with this letter of finding of no properties affected. If resources are located during construction please halt activity and notify our office. Thank you for consulting with the Tribal Historic Preservation Office. If you have any questions please feel free to contact me at 701.351.2175, or Dr. Erich Longie Tribal Historic Preservation Officer advantage engineers Kim Ogle Weld County Planning 1555 N 17th Ave Greeley CO 80631 RE:16-0121 Eco-Site Communications Tower Mr. Ogle, The letter is concerning the following applications for a Telecommunications Tower to be located at 16455 County Road 8, Weld County. The following applications are enclosed: • Special Use Application - $2500 • Zoning Permit Application - $500 • Subdivision Exemption - $180 + $11 • USR plans 2' x 3' • Zoning Site Plans 11" x 17" You will also find a check for the total amount of $ 3,191, which covers the fees for the applications. As per Weld County requirements, a neighborhood meeting was held on August 3, 2016 and letters were sent to inform neighbors within 1000' of the proposed site. No one from the neighborhood attended the meeting. The Owner of Lot 1 was sent two letters requesting an opportunity to meet and discuss the proposed development, however there was no response. Concerning the PUD that shows a "Horse Easement", the "Protective Covenants" were never filed with the county per the statement on the Plat. Also, the "easement" is not usable do to the fact that lots 1-7 have erected fences blocking the easement. Since the owner of lot 7 has provided an access easement across his property, we feel this satisfies any access questions. I have also contacted the Gas Pipe Line company and we have agreed to cross their "easement", by going overhead with electrical along the east side of the property. The access easement and utility easement are shown on the site plan drawings. Hopefully I have provided the necessary information for the applications. Please let me know if there is anything else that is needed to complete the applications. Best Regards, Eugene Carroll ecarrolI@advantageengineers.com 720-507-5696 M 1025 Andrew Drive, Suite 100, West Chester, PA 19380 a 484-401-9779 • www.advantageengineers.com 1 2 3 B Outline dimension and mounting hole layout and eye -bolt layout 01' Knock -out hole typ.(6) _02' Knock -out hole typ.(6) 04' Knock -out hole typ.(6) 9.4 ref. [236] 20.5 ref. [ 520 02' Knock -out hole • c N a Cr] EYE BOLT typ.(4) N rt COCO u M c- (.0 r_, - O ▪ m 13.3 ref. 6.3 ref. ��6-3 ref. [338] _160] 1160] F 29.0 [737] e7 o N e -J 0.6 (Left View) DETAIL "B" 25.0 [636] 2.2 30.1 ref. [763] Eye -bolt layout and dimensions 29.5 0.12 [750 ±3.0] • A NOTES: 1.FINISH: Powder Paint(outdoor grade). COLOR:Gray(Light Gray RAL7035)WITH TEXTURE. Must meet DELTA'S SPEC. 10000-0002,10000-0094; 10000-0222! 10000-0063. 29.4 ±0.12 7=6 ±3.0] (Front View) . c rt as L1 44 f-, 172 p 2" KO for AC entry 018 mm hole for cabinet mounting location typ.(4) Door Ground 22.2 3.6 [564] 191 ] Pa CJ ;.j m 27.0 [685] Door Ground Door Ground 1.2 31 SECTION A -A Mounting hole layout and dimensions 6.3 ref. 8.3 ref. f!eO]• "160] 13.4 ref. ] 3`01 01' Knock -out hole tp.f6) 02' Knock -out hole typ.(6) r04" Knock -out hole t}p.(6) N N cf.) 2.7 [68 y 6.3 ref. 6.3 ref. L so] 601 20.5 ref. 520- 13.3 ref. [338] I 9.4 ref. [238] (Right View) 14-29 LAC BERRY NUT t .12) 2.0 [50] DETAIL "B" (Both Side) o R Z IR#53A5F'2 LELTA DELTA ELECTRONICS, INC. Drawn: 06.20 2012 Nancy.Huarig Design: 06.20.2012 To mmy.Wu THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF DELTA ELECTRONICS, INC. AND SHALL NOT BE REPRODUCED OR USED AS THE BASIS FOR THE MANUFACTURE OR SELL OF APPARATUSES OR DEVICES WITHOUT PERMISSION. DIMENS_Il NAL TOLERANCES ti X30 AO -100 }100^300 () IFS- ± 51 p-35 X ?i` -t0 2 150 -200 :±0.3 35�QQsQ 00 B S -OVER :41 0110.6 7. -t0.1 200-250 :t0.35 Fdri [mml SCALE 120 UNIT USED ON ESOA200-CCUOI THIRD ANGLE PROJECTION Description: PHYSICAL DIMENSION A3 SIZE Part No. ESOA200-CC U 01 REV. SHEET 1 OF 3 ISSUE DATE: 06.20.2012 00 C FRAME NAME:DF-MEA3H-1 RO1SLDDRT 1 'fkr SlJ ci ifT6iIUSISIG( agait S f;1 [Jseig n{E5 Tftf-L'` 1R tla ej V:CAD Vault'E5OA200-CCU0I (TMO-NSN-Madlum; I'D5 Praductlon'SN &AS & PD-DWG'.E5®A200CCU01-PD00-1 1 CONFIGURATION Heater Zone Heater Zone P/N.3921191000 Fan Module For Zone3 Filter:F5 P/N.3921198900 Fan Module For Zone2 Filter:F5 — P/N.3921199000 Fan Module For Zone1 Filter:G3 — GEN ERATOR(DC) For Customer APP SB120 SERIES (HOUSING : 6810G1 ; TERMINAL :1319G4) r..;......a... M Mb , rK ( �•o •L-- �qq .J Tf � 7 � 1 ■ i ti...!.•rr4 • i r....+. • r .0L .. ,, ., ■ o J � Tel: 1 ■ 0 '1w 1 mw ww '' 1' 1 e :a + SECTION C -C (Left View) POWER SYSTEM MODULE NAME:ESAA200-CCD01— Battery Zone 100AH The second battery string will only house a 112Ahr (Enersys SBS112)- - Battery Zone --- NOTES: 1.FINISH: Powder Paint(outdoor grade).COLOR:Gray(Light Gray RAL7035)WITH TEXTURE. Must meet DELTA'S SPEC. 10000-0002.10000-0094. 10000-0222. 10000-0063. C D (Front View) Ground Bus -bar 1/4-20 UNC INSERT NUT typ.(20)—\ (- Utility Box Assy ? Jr I ■ r ... TTTj ■• , .: [• E,.. C. : :: :: oa I Ii i i ei • •"ten El a • EC\ rem ■ v u e `� (• 0 Phi I I ■ F • ' i er la - ■ pc • • 7 ■ 1 SECTION D -D (Right View) —AC Outlet 15A .—1 j 13= . = mc, 4n ice Par — -- AC Heater 10A Breaker AC Outlet 15A Breaker _ — AC Rectifier 2.4 50A Breaker rfii _ ----AC Rectifier 1.3 Utility Box Assy AC Surge Ground Bus -bar 1/4-20 UNC INSERT NUT typ.(2) AC For Customer c 1" knock -out hole typ.(1) LL1 50A Breaker ACS AC WEN a a itii r= _ I III Cr a @cQQo01 I t. 0 0 c: o;' - l l C l i.i q — A fr r I IIII 1 I II i � ' N. �. C N bL2 Hide Utility Box Cover e Utility Box Assy AC Main 100A Breaker —FG 'OEM DELTA ELECTRONICS, INC. Drawn: 06.20.2012 Nancy.Huang Design: 06.20.2012 Tommy.Wu THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF DELTA ELECTRONICS ING.AND SHALL NOT BE REPRODUCED OR USED AS THE BASIS FOR THE MANUFACTURE OR SELL OF APPARATUSES OR DEVICES WITHOUT PERMISSION. THIRD ANGLE PROJECTION Description: PHYSICAL DIMENSION DIME -N TOLERANCES HOLES : ±0.05 ANGLES :-±0:5 30 :t0-25 >30-100 :±0.35 >100--300 :±.(2,5___- A BOVE 30 -DT -±Q.6 DECIMALS UP -•40_-0:2- _ X _tQ3= _ t04 90 = X:X ±02 150200 :t0.3 XXX t0.1 200-250 :4.35 25-5 300 :±0 A -300h-a60 :±0.45 350-400 fO:5-- _- I UP -600 :±1.5 600-000 ±2.4 _92P -OVER a03.1 A3 SIZE Part No. ESOA20 0- CCUO I REV. 00 C SCALE 1:20 UNIT inch [mm] USED ON ESOA200-CCU01 SHEET 2 OF 3 ISSUE DATE: 06.20.2012 V: CAD Vault'•ESOA200-CCU01 (TMO-NSN-Medium 551O5 DeeignE5OA200-CCU01 (Open) ti�:.GADVault•ESOA200-CCU01 (rMO-NSN-Medium 41,05 Productian'•5N& AS & PD-DWG`.ESCA200CCU01-PD00 2 FRAME INAME:DF-MEA3H-1 R01SLDDRT 1 2 3 4 A B C (Left View) Door swing out layouts and clearance at the back for air flow drawing clearance at the back for air flow Door swing out layouts I;rw.irniarw-i t i.re+:-cnaaaaw.ii.u,ai i • 141IIC7111 -: II•. -- NOTES: 1, FINISH: Powder Paint(outdoor grade).COLOR:Gray(Light Gray RAL7035)WITH TEXTURE. Must meet DELTAS SPEC. 10000-0002210000-0094t 10000-0222, 10000-0063. (Front View) Drawn: L7' DELTA ELECTRONICS, INC. 06.20.2012 Design: 06.20.2012 Nancy.Huang Tommy.Wu THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF DELTA ELECTRONICS INC. AND SHALL NOT BE REPRODUCED OR USED AS THE BASIS FOR THE MANUFACTURE OR SELL OF THIRDAFJGLE APPARATUSES OR DEVICES WITHOUT PERMISSION. RnOJECTION Description: PHYSICAL DIMENSION DIMENSIONAL TOLERANCES W I i X30 :4.25 DECIMALS Q $Q"1QQ :10.35 X Lai -3----1W450 >1 40-'300 ±Q.1. .J-:tA_2 150-200 k111O dE-3 :t001� 6 XX) t0_1 200-2'50 HOLES : x.05 AN_GLES:10..3° '4-2 250-300 11:0AQ 50-4QQ :4-35 cl UP -600 :t1.5 600-900 _4 A3 0 -OVER :1'$.1 SIZE SHEET 3 OF 3 Part No. REV. ESOA200-CCU0I 00 A B C SCALE 1:20 UNIT [mrn] USED ON ESr`3A2GQ-CCU'01 ISSUE DATE: 06.20.2012 FRAME NAME:DF-MEA3H-1 RO1SLDDRT 1 2 3 D VauIFESOA200-CCU01 Y^CA _ (TMO-NSN-Medium SSrDS Deelpn'ESOA200-CCU01 (Open V:',CAD VeuI ;ESOA200-CCU01(TMO-NSN-Medlum f.05 Produatlon\SN 8 AS 8 PO•DWGESOA200CCU01•PD00.3 Aa1/4 ir advantage engineers PHASE I ENVIRONMENTAL SITE ASSESSMENT Of: CO -0020 — Munger Reservoir Proposed Telecommunications Facility 16455 County Road 8 Fort Lupton, Weld County, CO 80621 For: Eco-Sites 240 Leigh Farm Road, Suite 415 Durham, NC 27707 Prepared By: Advantage Engineersp LLC 1025 Andrew Drive, Suite 100 West Chester, Pennsylvania 19380 May 5, 2016 Prepared By: Reviewed By: i 1 I, it r3 ",1 . e �� wtom`' e d 1 - Frank DeFee Senior Environmental Scientist cte Project No. N590210.00 rter-possisr-- Cheri Kayser Project Manager 1025 Andrew Drive, Suite 100, West Chester, PA 19380 w 484-401-9779 wsv .advantageengineers. om Executive Summary ADVANTAGE ENGINEERS, LLC (ADVANTAGE) has performed a Phase I Environmental Site Assessment (ESA), of the property referenced as "NCO -0020 Munger Reservoir" herein referred to as the "subject property". ADVANTAGE performed this Phase I ESA in general conformance with the ATM International Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, Designation E 1527-4 Site Description The subject property consists of a 75 x 75' grass covered area in the eastern portion of the larger parent parcel (36.00 -acres) owned by Robert D. and Claudia Marvin. The subject property is located at 16455 County Road 8 in Fort Lupton, Weld County, Colorado. The property has a tax parcel identification of R7081298 and is located within an agricultural area. The subject property is currently utilized as a grass covered area for feeding livestock. The remainder of the parent property consists of grass and dirt covered areas with a residential structure and several garages situated in the southern portion of the property. Eco-Site is proposing to construct a monopole communications tower within a 75' x 75 fenced compound. Eco-Site also proposes a 30' wide access and utility easement leading from County Road 8. Report Findings The following is a summary of the findings and opinions of this report: Historic and Current Usage of Property Historically, the subject property has contained no structures since at least 1902. The current property owner utilizes the subject property as an agricultural tract of land for feeding livestock, and was previously grassland. It is the opinion of ADVANTAGE that these findings do not represent a Recognized Environmental Condition. Exterior Observations The area of the proposed communications facility is currently grass covered and located in the eastern portion of the larger parent property owned by Robert D. and Claudia Marvin. The subject property is currently utilized as a grass covered area for feeding livestock. No signs of staining, stressed vegetation, or other indications of potential environmental impact 1 were observed on the subject property during the site inspection. It is ADVANTAGE'S opinion that these findings do not represent a Recognized Environmental Condition. Interior Observations No structures were noted on the subject property Parent Property The parent property consists of grass and dirt covered areas with a residential structure and several garages situated in the southern portion of the property approximately 1,100 feet south of the proposed fenced compound. The interior of these structures were not reviewed as part of this assessment. No signs of staining, stressed vegetation, or other indications of potential environmental impact were observed on the parent property during the site inspection. It is ADVANTAGE'S opinion that these findings do not represent a Recognized Environmental Condition. Surrounding Properties Upon review of the EDR Report, zero (0) facilities associated with environmental concerns were identified within the search radius of the site. ADVANTAGE believes that this finding does not represent a Recognized Environmental Condition. Conclusions This Phase I ESA has not identified evidence of recognized environmental conditions in connection with the subject property. Data Gaps ADVANTAGE performed this Phase I ESA in general conformance with the A TIvi International Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process) Designation E 1527-13. No limitations or data gaps were identified for this Phase I ESA. Reliance and Declaration ADVANTAGE performed this Phase I ESA in general conformance with the ASTM International Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process) Designation E 1527-130). ADVANTAGE prepared this Phase I ESA for the exclusive benefit and use of Eco-Site. This Phase 1 ESA is not intended for third party reliance. a- ATE NAME: O'-4ER R ROPOSIED CONDITION,}, VIEW ti -2 a. LOOKING NOB nr a ta MP ary _ i i w lav • • a - 4r / rSit i • ITE NAME: COM020 iMUhIGER BIESERVOIR ' IMPOSE CONDiTIONS 'VIEW #1 LOOKING EAST) a•. - ' Sri ,.w g flak :1 . ,0 .;^i 0 ., —✓s r "rte. "13(1)`. S. T'" r r" rata 3 Z ::clit CL �i'-% L Li f I a. ME NAME: CO0020 MUNGER RESERVOIR RO QSE 1 CONDITIONS ViEW #3 - LOOKING SOUTH) • • � •Mobile�� 3 i fIf 1-TE NAME: C -0C 2O MU ER RE� E � `I R O PO ETA CONDITIONSE VIEW #4 m LOOKING WEST) i _Illstipiliallaf SUMS a -s' 40-a •. a r sue' i.J'� � _ _� ;.. �i�t'• y �^ ig' r w insOsfrilisk Hello