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Home My WebLink About20231207.tiffRESOLUTION RE: APPROVE LAND USE APPLICATION FOR WIRELESS COMMUNICATION FACILITY EQUIPMENT UPGRADE AT 822 7TH STREET, GREELEY (CHASE BUILDING), AND AUTHORIZE FACILITIES DEPARTMENT TO SIGN - RETHERFORD ENTERPRISES, INC., FOR VERIZON WIRELESS, AND CITY OF GREELEY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a Land Use Application for a Wireless Communication Equipment Upgrade at 822 7th Street, Greeley (Chase Building) among the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Facilities Department, Retherford Enterprises, Inc., for Verizon Wireless, and the City of Greeley, commencing upon full execution of signatures, with further terms and conditions being as stated in said application, and WHEREAS, after review, the Board deems it advisable to approve said application, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Land Use Application for a Wireless Communication Equipment Upgrade at 822 7th Street, Greeley (Chase Building) among the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Facilities Department, Retherford Enterprises, Inc., for Verizon Wireless, and the City of Greeley, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that Toby Taylor, Director of the Facilities Department, be, and hereby is, authorized to sign said application. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 1st day of May, A.D., 2023. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: .,,iiltyt) ;4, Weld County Clerk to t e Board County Attorney Date of signature: 05 fog (23 cc:SG(r-r/sG) 05 log/23 Per L. Buck/ Faro-Tem Scott K. James 2023-1207 BG0025 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: Chase Building — Verizon Permit DEPARTMENT: Facilities PERSON REQUESTING: Toby Taylor DATE: 4/14/2023 Brief description of the problem/issue: Verizonleases a suite and tower space at the 822 7th Street, Greeley (aka Chase Building). They are wanting to update some equipment as part of their improvement process. In order to do so, they are applying for a City of Greeley permit. The permit requires the Building owner sign off on the document. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Deny the request for signing off on the permit document 2. Approve the request for signing the permit document Recommendation: Approve the request for signing the document so Verizon can pursue their work. The document will be place on an upcoming agenda. Approve Recommendation Perry L. Buck, Pro-Tem Mike Freeman, Chair Scott K. James Kevin D. Ross Lori Saine Schedule Work Session Other/Comments: 2023-1207 65/01 [363100Z5 April 19, 2023 FACILITIES DEPARTMENT PHONE: (970) 400-2020 FAX: (970) 304-6532 WEBSITE: www.co.weld.co.us 1105 H STREET P.O. BOX 758 GREELEY, COLORADO 80632 To: Board of County Commissioners From: Toby Taylor Subject: 822 7th Street — Verizon Updates Verizon leases a suite and tower space at the 822 7th Street, Greeley (aka Chase Building). They are wanting to update some equipment as part of their improvement process. In order to do so, they are applying for a City of Greeley permit. The permit requires the Building owner sign off on the document. Facilities is recommending approval. If you have any questions, please contact meat extension 2023. Sincerely, Toby Taylor Director Greeley cad Land Use Application Please print or type all required information. This form is NOT the complete submittal. The application fee and all associated materials are to be provided with this form. Staff will review the submittal and advise you of its completeness for processing. GRE LINCOLN - Equipment Upgrade Project Name: Land Use Request: WIRELESS COMMUNICATION FACILITY - ELIGIBLE FACILITY REQUEST Address/Location:822 7th Street, Greeley, CO 80516 Existing zonin g C -H Commercial High Density Site Use Office Building• Site Area Acres: Sq. Ft.: Name Business Address Property Owner of Record Toby Taylor Weld County 1150 O St, Greeley, CO 80631 970-400-2023 Phone # E -Mai 1 Applicant / Submittal Contact (if different) Pam Goss / Retherford Enterprises for Verizon Wireless 7093 Silverhorn Dr, Evergreen, CO 80439 5UJ-titi4-11 /y ttaWor@w-eTdgov.com pam.goss • re a or en erpnses.com This application must be signed by all owner(s) of record or the authorized officer, if a corporation; current proof of ownership, such as a warranty deed, is to be submitted with this application. A letter of authorization should be submitted if the authorized representative will be acting on the owner's behalf UWe, the owner(s), depose and state under penalties of perjwy that the application and support materials provided to the City of Greeley for the identified request(s) are true and accurate. I/We am/are fully aware of all requests being made to the City of Greeley and authorize individuals o rms to represent our interest in this/these request(s). Name: Toby Tayl Signature: Date: Name: Signature: MAY 0 12323 Date: Community Development -Planning Division • 1100 10th Street, Ste. 202, Greeley, CO 80631 • (970) 350-9780 Fax (970) 350-9800 A City Achieving Community Excellence iosoa3- /a°7 January 3, 2023 Joy Retherford Retherford Enterprises, Inc. 7093 Silverhorn Drive, Evergreen, Colorado 80439 Subject: Analysis Criteria: Engineering Firm Designation: Site Data: Joy, STRUCTURAL ENGINEERING DK Structural Engineering, LLC 4 Matt Fenton Drive, Little Ferry, NJ 07643 GRE Lincoln Structural Analysis Codes: 2018 IBC w/ Weld County Design Criteria ASCE 7-16 AISC 14. Edition DK Structural Engineering, LLC Project Number: DK22-0454 GRE Lincoln 822 7. Street, Greeley, CO 80516 Weld County DK Structural Engineering, LLC is pleased to submit this "Structural Analysis" to determine the structural integrity of the above -mentioned localized penthouse walls. The purpose of the analysis is to determine acceptability of the stress levels from new loads on the existing walls. Based on our analysis we have determined the capacities, under the following load case, to be: Proposed + Existing Equipment Passing This analysis has been performed in accordance with the 2018 International Building Code and ASCE 7-16 based on an ultimate wind speed of 110 mph. Exposure Category B, with a maximum topographic factor, Kzt, of 1.0. Topographic Category 1 and Risk Category II were used in this analysis. All modifications and equipment proposed in this report shall be installed per manufacturer specifications and inspected by a third party. We appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects, please send us an email. Respectfully submitted by: ,,,,,,,,,, 01/03/2023 Daniel F. Reckert Structural Engineer CO PE#: 52731 Expires: 10/31/2023 pm@DKstructural.com Structural Analysis DK22-0454 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 — Final Antenna Information 3) ANALYSIS PROCEDURE Table 2 — Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 — Member Capacity 4.1) Recommendations 5) APPENDIX A Calculations GRE Lincoln Page 2 Structural Analysis DK22-0454 1) INTRODUCTION This is an analysis for approximately 14' tall concrete penthouse walls in Greeley, Colorado. 2) ANALYSIS CRITERIA GRE Lincoln Page 3 This analysis has been performed in accordance with the 2018 International Building Code and ASCE 7-16 based on an ultimate wind speed of 110 mph. Table 1 — Final Antenna Information Mounting Level Elevation Center Line Antennas Number of Mount Location J Antenna Model Note 108'-0" 113'4" 2 Ericsson AIR 6449 112'-0" I 4 Existing [ NHHSS-65B-R2BT4 2 Penthouse Walls Ericsson RRU 8843 +100'-0" +100'-0" r 2 (Alpha & Beta) I Ericsson RRU 4449 2 _ Ericsson RRU 4408 2 _ Raycap OVP 1,2,3 105 107'-0" 1 Ericsson AIR 6449 -0 1105'-4" 2 a Existing NHHSS-65B-R2BT4 1 Penthouse Walls _ Ericsson RRU 8843 +100'-0" +100'-0,' 1 (Gamma) Ericsson RRU 4449 — — 1 r Ericsson RRU 4408 L 1 J Raycap OVP 1) All other existing loading to be removed prior to installation. 2) Bold loading is proposed. 3) CommScope antennas can be dual mounted where possible. 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document I Performed By Designation Date Mapping Report DK Structural Engineering, LLC DK22-0453 11-22-2022 Prelim Construction Drawing Lutz. Daily & Brain. LLC GRE Lincoln 1 11-11-2022 RF Data Sheet Verizon Wireless Site ID: 394432 11-14-2022 3.1) Analysis Method Mathcad 15 was used to calculate loads and member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The walls have been maintained in accordance with the manufacturer's specification and are in good working condition. 2) Check of existing equipment inside penthouse room is not in the scope of this analysis. No weight changes to loading within have been provided. 3) Existing rooftop and walls are approved for the existing loading and the design was certified by a licensed engineer making this comparison valid. 4) Check of existing mounts for new loads is provided under a different report and not checked herein. Structural Analysi. DK22-0454 GRE Lincoln Page 4 This ana ,psis may be affected if any assumptions are not valid or have been made in error. DK Structara Engineering, LLC should be notified to determine the effect on the structural integrity of the walls i it differs. 4) ANALYSIS RESULTS Table 3 - Member Capacity (Summary) MemberI Capacity Code Check 1 Notes Wall Vertical T o ces Weight g Comparison: p 103.9% OK! 1 Lateral Wall =or yes Force Comparison: 76.5% OK! 1 Side Force Comparison: 71.9% 1) Per IBC, an increase in vertical forces of less than or equal to 5% and an increase in lateral forces of less than 10% are approved by comparison to the original design. 4.1) Recommendations The p ?ent-iouse walls have the capacity for the proposed loading. Structural Analysis DK22-0454 APPENDIX A CALCULATIONS GRE Lincoln Page 5 CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA FOR RESIDENTIAL STRUCTURES 2018 IRC Ground Load Snow Speed Wind Seismic Design Weathering Frost Line Termite Decay Design Temp Winter Ice layment Under- Shield Hazard Flood Freezing Index Air Annual Mean I emp Depth 30 115* B Severe 30" Slight No W.C.C. None 1 1224 49 *3 Second Gust All of unincorporated Weld County is in Exposure C. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA FOR COMMERICAL STRUCTURES 2018 IBC Ground Load Snow Speed Wind Seismic Design Weathering Frost Line Depth Termite Decay Design Temp Winter Ice layment_ Under- Shield Hazard Flood Freezing Index Air Annual Mean Temp 30 110* B Severe 30" Slight None 1 No W.C.C. 1224 49 *3 Second Gust — Category II structures **Category I structure wind speed 103 mph 3 second gust ***Category III wind speed 112 mph 3 Sec Gust and Category IV structure wind speed 120 mph 3 second gust All of unincorporated Weld County is in Exposure C. Simplified Insulation Requirement Single-family Prescriptive Zone 5 PRESCRIPTIVE compliance for residential construction, 2018 IECC, Table R402.1.2, Climate Zone 5 BUILDING ENVELOPE INSULATION R -VALUE Roof Insulation in attic R-49 Roof rafter insulation (not to exceed 500 sq ft) R-30 Wood frame wall insulation R-20 or R-13+R+ci* (ci* = continuous insulation) Crawlspace wall R-15ci*/R-19 Wood Floor (over unconditioned space) R-30 Basement walls R-15ci*/R-19 Slab edge insulation (slab on grade foundations) R-10 (top of slab to 24" below grade) Windows U-.30 ADOPTED BUILDING CODES The Weld County Building Department is enforcing the 2020 National Electric Code (NEC) and the 2018 International Energy Conservation Code (IECC) in all portions of unincorporated Weld County. Effective January 1, 2022, Weld County Building Department began enforcing the following International Codes: 2018 International Building Code 2018 International Existing Building Code 2018 International Residential Code 2018 International Mechanical Code 2018 International Plumbing Code 2018 International Fuel Gas Code 2018 International Energy Conservation Code *See Amendments to all of the above codes listed in Chapter 29 of the Weld County Code DK Structural Eng LLC pm@dkstructural.t:on Structural Analysis GRE Lincoln DKSE Project # DK22-0454 General Win 1 I iput Per ASCE 7-16 (h>60'): Wind Speed: Wind Directionaly Factor: Exposure Category Gust Effect Factor: Mean Antenna F eicht: Elevation Factor Terrain Exposure Constants: Velocity Pressure Coefficient Func Tor Force Coefficien Functions: Minimum Velocit Pressure Coefficient: 1IO mph ultimate wind speed lea Exp .= "B" G:= 0.85 h�•I .= 117- ft + 0 in := 0.86 (conservative for 4660 feet) 7.0 if Exp="R" 9.5 if Exp = "C" 11.5 if Exp = "D" "Error" otherwise 1200• ft if Exp = "B" 900 It if Exp = "C" 700 • ft if Exp = "D" "Error" otherwise 2 z a. Kz(z) := 2.01 z Ct-(h,d) ._ Cf 1.(h,d) 7 111111 • g( ( 1.3 + 0.1• 1.4 + 0.6• h d l 6 h --7 d 18 j 2.0 otherwise i 0.7 + 0.1- h --1 d 6 h --7 d 0.8 + 0.4• 18 1.2 otherwise 0.7 if Exp = "B" 0.85 if Exp = "C" 1.03 if Exp = "D" "Error" otherwise I if h ≤ 7 d) h if7<— ≤ d if (h I ≤7 ld) 15 if 7< h ≤ Reference Weld County Criteria Table 26.6-1 Weld County Criteria Section 26.9.1 Table 26.9-1 Table 26.9-1 Table 29.3-1 Table 29.5-1 Table 29.3-1 DK Structural Eng, LLC pm@dkstructural.com Structural Analysis GRE Lincoln DKSE Project # DK22-0454 Topographic Factor: Calculate Loads on Existin Kzt .= 1.0 and Proposed Aaaurtenances >60' Tall: Antenna Centerline: Velocity Pressure Coefficient: Velocity Pressure: z := ho KI := max(Kz(z), Kz_min) = 1.021 . qz , = 0.00256. Kz - Kzt • Kd • K . V2- psf = 25.83• psf Equation (29.3-1) � �, (6) Proposed NHHSS-65B-R2BT4 Antema (2 per sector): Antenna Dimensions: Wind Area (front): Force Coefficient: Wind Load (front): Wind Area (side): Force Coefficient: Wind Load (side): h := 72.0• in := 11.9.in d := 7.2. in Aant1 := h•w = 5.95 ft f front := Cf( h , w) = 1.84 Fant 1 gz' C f, front. Aant 1 - 212.81bf 7 Aant l s h - d = 3.6 ft` Cf side •= Cf(h,d) = 1.5 Fantl s := gz•Cf side. Aantl s = 139.5 lbf (3) Proposed AIR 6449 Antenna (1 per sector): Antenna Dimensions: Wind Area (front): Force Coefficient: Wind Load (front): Wind Area (side): Force Coefficient: Wind Load (side): h := 30.8• in w:= 16.1 -in d := 10.8- in h•«w=3.44ft` Aant2 Cf front Cf(h,w) = 1.315 Fant2 gz'Cf front.Aant2 = 117.0 lbf 1, s := h • d = 2.31 ft` Aant2 Cf side Fant2 s Cf(h,d) = 1.331 gz Cf side* Aant2 s = 79.4 lbf (6) Existing NHH-65B-R2B Antenna (2 per sector) to be removed: Antenna Dimensions: Wind Area (front): Force Coefficient: Wind Load (front): Wind Area (side): Force Coefficient: Wind Load (side): h 5.= 72.0• in w := 1 1.9 • i n d := 7.1•in Aant3 := h • w = 5.95 ft Cf front C f'(h , w) = 1.384 Fant3 qze Cf front' Aant3 = 212.8 lbf A := h•d=3.55ft2 anti s • Cf side -= Cf(h,d) = 1.505 Fant3 s gz•Cf side' Aant3_s = 138.0 lbf 51.0- lbf Wtantl Wtant2 88.0- lbf Wtant3 := 43.7• lbf DK Structural Eng, L_C pm@dkstructural.:on Structural Analysis GRE Lincoln DKSE Project # DK22-0454 (6) Existing LPD 65.13 Antenna (2 per sector) to be removed: Antenna Dimensiors: Wind Area (front: Force Coefficiert: Wind Load (from): Wind Area (side*: Force Coefficient: Wind Load (side): h := 47.2• in w := 14.0•in Aant4 h • w = 4.59 ft ant4 d := 1 1.2• in Cf front Cf(h,w) = 1.34 Fant4 == gz'Cf front'Aant4 = 158.8 lbf A := h•d=3.67ft2 ant4s C f side Cf(h,d) = 1.354 Fant4_s qz' Cf side' Aant4 s = 128.4 Ibf (3) Existing Ericsson 8843 Radio (1 per sector) to remain: Radio Dimensio is: Wind Area (front): Force Coefficient: Wind Load (front): Wind Area (side Force Coefficient: Wind Load (side): h := 18• in Aradiol C f front Cf(h,w) = 1.306 Fradiol gz'Cf front'Aradiol = 55.7 lbf Audio 1 _s := h•d = 1.41 ft2 Cf side Cf(h,d) = 1.31 Fradio I s qz• Cf side' Aradio 1 s = 47.8 lbf w := 13.2• in d := 11.3 -in Wtant4 46• Ibf Wtradio 1 .= 75• lbf h•w= 1.65ft2 (3) Existing Ericsso 14449 Radio (1 per sector) to remain: Radio Dimensiois: Wind Area (from): Force Coefficiert: Wind Load (front): Wind Area (side: Force Coefficiert: Wind Load (side): h := 18• in w := 13.2.in i n d:=9.4•in A .= h • w = 1.65 ft2 radio2 • CI front Cf(h,w) = 1.306 Fradio2 gz'Cf front'Aradio2 = 55.7 Ibf Wtradio2• 70• Ibf A :=hd=1.17tt2 rad � o2s Cf side Cf(h,d) = 1.315 Fradio2 s qz' Cf side' Aradio2 s = 39.9 I t (3) Proposed E•icsson 4408 Radio (1 per sector): Radio Dimensions: h := 8.4•in **Radio is fully snietded behind antennas** (3) Existing OW (1 per sector): Equipment Dimen9ons: h .= 29.5• in w .= 7.9.in n w := 16.5•in d := 4.2•in d := 12.6• in Wtradio3 := 1 1 •Ibf Wtovp := 32•lbf **OVP is mound nside penthouse, by itself, and not subjected to lateral forces** DK Structural Eng, LLC pm@dkstructural.com Structural Analysis GRE Lincoln DKSE Project # DK22-0454 Existing Antenna Mounts: Mount Weight: Wtmount •200• lbf Loading Comparison on Penthouse Wall: Proposed Loading: Wta_p 2 Wtant 1 + Wtant2 = 190 lbf Existing Loading: Vertical Force Comparison: Proposed Loading: Existing Loading: Lateral Force Comparison: Proposed Loading: Existing Loading: Side Force Comparison: Wtr_p .• = Wtradiol + Wtradio2 + VV tradio3 + Wto`,p = 188 lbf Wta e := 2Wtant3 + 2Wtant4 = 179.41b1 Wtre := Wtradio 1 + Wtradio2 + Wtovp = 177 lbf 3 Wta_p + 3 Wtr_p + 3Wtmount Weight_ratio :_ = 1.039 3 Wta e + 3Wtr e + 3 Wtmount Weight_ratio = 103.9• °/I Weight_ratio := "OK BY COMPARISON PER IBC" if Weight_ratio ≤ 105% "ADDITIONAL CHECKS REQUIRED" otherwise NI Fa_p •— 2 l• ant l + F ant? 1 1 1.3 lbi Fr_p • F= radio I + Fradio2 = Fa e 2Fant3 + 2Fant4 = 743.1 lbf Fr_e := Fradiol + Fradio2 = 1 1 1.3 lbf Fa_p + Fr_p Force_ratio :_ — 0.765 Fa e + Fr e Force_ratio = 76.5•°/d Force ratio := "OK BY COMPARISON PER IBC" if Force_ratio ≤ 110% "ADDITIONAL CHECKS REQUIRED" otherwise Fa_p := ?Fantl_s + Fant2_s = 358.4 lb! Fr_p := Fradio1_s + Fradio2_s = 87.7 lbf F a e ••= 2Fant3 s + 2Fant4 s = 532.71bl Fr_e Fradio 1 s + Fradio2 s = 87.7 lbf Fa_p + Fr_p Side_ratio :_ — 0.719 Fae+Fre DK Structural Enc. L _C pm@dkstructural.ion Structural Analysis GRE Lincoln DKSE Project # DK22-0454 Side_ratio = Side_ratio :_ "OK BY COMPARISON PER IBC" if Side_ratio ≤ 110% "ADDITIONAL CHECKS REQUIRED" otherwise **Lateral and VErtcal force ratios are O.K. per IBC** SITE NAME GRE LINCOLN MOUNT MODIFICATION / MOUNT REPLACEMENT OR HARDWARE UPGRADES REQUIRED • verizon. 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE CO 801245453 (303j694-3234 "--' : -. PROJECT ID: 16822989 YES VERIZON LOCATION CODE (PSLC) 119768 ,„' PROJECT: L-SUB6 - CARRIER ADD FUZEPRC�ECTS 16822289 SITE ADDRESS: 822 7TH ST SEE SHEETS, ver GREELEY RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 CO 80516 BATTERY UPGRADE DATA BATTERY ATTACHMENTS COUNTY: WELD UPGRADE REGUIRED YEs SEE SHEET C-9 WA JURISDICTION : WELD COUNTY STRUCTURAL LOADING REQUIRED NO WA c i DRAWING INDEX 1 SITE PHOTO LOCATION MAP • SHEET DESCRIPTION II�'r' iiT-1 LI TITLE SHEET �:- • . 4 _ _ - ( N-1 GENERAL NOTES a„ His LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENIWOOD I SLATE 200 OVERLAND PARK I KS 166202 ♦ N-2 c { GENERAL NOTES r ' C-1 SITE PLAN ( C-2 _ EXISTING 8 NEW ELEVATIONS C-3 EXISTING & NEW ELEVATIONS i C-4 EXISTING & NEW ELEVATIONS -1 y C-5 EXISTING & NEW ANTENNA PLAN VIEW 1 I C-6 EXISTING & NEW ANTENNA PLAN VIEW f; .4111 C-7 EXISTING & NEW ANTENNA PLAN VIEW / SITE LOCATION C-8 ANTENNA / CABLE SCHEDULES & PORT MAPPING F C-0 EXISTING & NEW EQUIPMENT ROOM PLAN r- ` mot. * - 7 11.� C-10 EME PLAN - - i ti _ C-11 SITE PHOTOS si4 LI —• r D-1 EQUIPMENT DETAILS R D-2 MOUNTING DETAILS r 'j� : w o . O - 0 03/30/2023 CD'S FINAL TFL D-3 LOW PIM HARDWARE DETAILS .�, '" ` , ' E-1 PDF & PANEL DETAILS '� : ; ? y'q _ , y• , a _� • ) • G-1 GROUNDING DETAILS S-1 MODIFICATION & DETAILS GOOGLE MAPS 2023 N.T.S. _ .� `p�0 •� DRIVING DIRECTIONS C/��\\, i•C FROM LONE TREE GET ON I-25 N FROM PARK MEADOWS DR (2 MI) MERGE ONTO I-25 N (1 MI) USE THE RIGHT 2 LANES TO TAKE EXIT 194 TOWARD AIRPORT `,`ra or /LIMON (1 MI) MERGE ONTO CO -470 E (295 FT) CONTINUE ONTO COLORADO E470 N (34 MI) TAKE EXIT 35 TO MERGE ONTO 1-76 E TOWARD FT MORGAN (16.5 MI) TAKE EXIT 34 TOWARD KERSEY RD (.2 MI) TURN LEFT ONTO CO RD 49 (20 MI) TURN LEFT ONTO US -34 W (4 MI) KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR / /II : '•� _ t 41477 0 I �F1 30/23,, ../'•• �\ /ONq�EN= , 4. 3 \-v '� i US -85 N/CHEYENNE AND MERGE ONTO US -85 N (2 MI) CONTINUE STRAIGHT TO STAY ON 8TH ST (,5 MI) TURN RIGHT ONTO 8TH AVE (358 FT) TURN LEFT AT THE 1ST CROSS STREET ONTO 7TH ST (223 FT) TURN LEFT (85 FT). PROJECT DESCRIPTION SITE INFORMATION APPLICABLE CODES REFERENCE DOCUMENTS THIS PROJECT CONSISTS OF THE FOLLOWING MAP/PARCEL u 096105315022 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THi RFDS BY VERIZON WIRELESS DATED 02/27/2023 IAN% RETAINING CURRENT EDITIONS CF THE FOl1.OW1NG CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES OF WELD COUNTY NOTHING IN THESE PLANS IS TO BE CONSTRUED TO • (6) EXISTING RRHS AREA OF CONSTRUCTION EXISTING ROOFTOP HERMIT WORK NOT CONFORMING TO THESE CODES IT IS A V tOLA DON OF LAW FOR ANY PE R50ti _ALMS THEY ARE ACTING uNOER THE DIRECTION Of A LICENSED PROFESSIONAL ENGINEER TO ALTER tFU5 DOCUMENT • (6) EXISTING OVPS (3 SECTOR & 3 EQUIPMENT ROOM; • EXISTING HYBRID CABLES LATITUDE 40.42544' CODE TYPE CODE ANTENNA MOUNT DESIGN BY DK STRUCTURAL ENGINEERING, LLC DATED. • (2) EXISTING BBVS LONGITUDE 104.69215` BUILDING 2018 INTERNATIONAL BUILDING CODE (IBC) MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE (IMC) 01/01/2023 SITE GRE GREELEY, NAME LINCOLN 822 7TH EXISTING ST CO S05 6 2018 INTERNATIONAL FUEL GAS CODE (IFGC) REMOVAL PLUMBING 2018 INTERNATIONAL PLUMBING CODE (IPC) STRUCTURAL ANALYSIS BY DK STRUCTURAL ENGINEERING. LLC DATED • (ALL) EXISTING NQKIAlCOMA EQUIPMENT (ROOF & EQUIPMENT ROOM) LAT/LONG TYPE NAD83 ELECTRICAL 2020 NATIONAL ELECTRICAL CODE (NEC) 01/03/2023 • (6) EXISTING LTE ANTENNAS • ExISTIFJG.24v DC PLANT CURRENT ZONING COMMERCIAL -HIGH INTENSITY 2020 NATIONAL ELECTRICAL SAFETY CODE (NESC, FIRE 2018 INTERNATIONAL FIRE CODE (IFC) 2018 NATIONAL FIRE PROTECTION ASSOCIATION(NFPAj EME BY WATERFORD DATED 02/02/2023 INSTALLATION OCCUPANCY B-2 STEEL ANTENNA • (3) NE W ANTENNA MAST PIPES (ALPHA SECTOR) TOWERS & SUPPORTS ANSVTIA/EIA-222 LATEST EDITION • (6) NEWATE ANTENNAS • 3) NEW C -BAND ANTENNAS • :3j NEW RRHS • (1) tJEW BOO NO. STORIES 7 + PENTHOUSE ADA COMPLIANCE THIS FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION ' "E UT ILITIES SHOWN FEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY THER. MAY BE OTHER UTILITIES NOT SI.aNN ON THESE PLANS. THE ENGINEER/ SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE OF THE MACRO TO CRAN DOCUMENTS BY VERIZON WIRELESS UPLOADED TO FUZE y 2812022 • NEW -48V DC PLANT LIMITS 4) NEW RECTIFIERS NEW GROUNDING ACCESS NOTES WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR/REPLACE TO OWNER'S • LOCKBOX ON RIGHT SIDE OF ENTRANCE SATISFACTION MI5C. (b ROOFTOP SITE (L SUB6-CARRIER ADD) Illan • R1CKUNG(2)+24CBATTERY STRINGS 0fC8DAT-s9PT0(1)•4dVSTRiNL. ,,0KRRBA TITLE SHEET TITLE SHEET GENERAL CONTRACTOR NOTES APPLICANT/CLIENT PROPERTY OWNER CONSTRUCTION ENGINEER RF ENGINEER SITE ACQUISITION ENGINEERING FIRM • ,ENE RAL CONTRAGTORSi SUBCONTRACTORS SHALL VERIFY EXISTING CONDITIONS ON THE VERIZON WIRELESS COUNTY VERIZON WIRELESS VERIZON WIRELESS RETHERFORD ENTERPRISES, INC LUTZ, DAILY $ BRAIN Lit 10000 PARK MEADOWS DRIVE (970) 356-4000 BRYAN IDMAN BENJAMIN FLOYD PAM GOSS CHRIS KOHRS SUITE 300 1150 O ST (816) 519-2202 (501) 8041806 303 884-1179 ( ) (913) 631-0833 LONE TREE, CO 801245453 GREELEY, CO 80631 BRYAN.WIDMAN.JR@VERIZONIRELESS.COM BENJAMIN.FLOYD®VERIZONIRELESS.COM 7093 SILVERHORN DR 6400 GLENWOOD, SUITE 200 EVERGREEN. CO 80439 OVERLAND PARK KS 66202 SOB SITE ALONG WIT H ALL PLANS & DIMENSIONS. NOTIFY THE ENGINEER OF RECORD OF ANY XSCREPANCIES BEFORE PROCEEDINGWITN THE WORK OR BE RESPONSIBLE FOR SAME. 71tAVNNL:S ARE TO SCALE WHEN PLOTTED ON /1 X1r SHEET USE DIMENSIONS sHQWN- Do NOT SCALE DRAWING. CONTACT RELIANT LAND SERVICES (Rib) FOR FURTHER INFORMATION - CALL BEFORE YOU DIG. COLORADO LAW REOLIIRES? WORKING DAYS NOTICE FOR CONSTRUCTION PHASE. LALL ell OR COLORADOe11 ORO- SEE THE EXCAVATOR HANDBOOK v'OR MORE INFORMATION : THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUNDIBUILDING PIPING 4 UTILITIES.THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION A OTHER CONSTRUCTION ACTTVITIEb SH E F NUMB E F? T II, K S O P 9 w Cr z LL 8 L^ .g' ry a re re Cf G rc w w 'Si N K ce W W re 5 3 GENERAL REQUIREMENTS 1. PURPOSE AND INTENT 1.1. THE DRAWING AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER. IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED, OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 1.2. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. t 3. THE PURPOSE OF THE VERIZON WIRE/ ESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE URE, Tt'PF Alit ZUAIITITW' SF M►TFRIA I A nrf)I 'trim TO row! FTF THE $roRK 2. GENERAL CONDITIONS 2 1, CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. THE CONTRACTOR SHALL OBTAIN PERMITS. LICENSES. MAKE ALL DEPOSITS. AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. 2.3. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 3. CONFLICTS. 3 1 VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO RETHERFORD ENTERPRISES FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 3.2 NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 4. CLEANING 4.1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES. AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL. INCLUDING ALL CONTRACTOR TOOLS. SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 5. CODES 5.1 CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION, OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 6. LICENSING 6.1, HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES. THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS /. OSHA 7,1, FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE. BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY EXCAVATIONS AND TRENCHING. AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. 8 PHOTOS 8.1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION. GROUNDING. AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. 9 BUILDING PERMITS 9 1 RETHERFORD ENTERPRISES WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC PROJECT -RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS 10. ZONING REGULATIONS AND CONDITIONAL USE PERMITS 10.1. RETHERFORD ENTERPRISES WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK. ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE -BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. .FAA PERMIT AND TOWER LIGHTING 11.1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. IF REQUIRED CONTRACTOR SHALL PROVIDE TEMPORARY FAA APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL 12. TOWER SECURITY 12.1 IF REQUIRED, TOWER MUST BE FENCED. TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO 7 REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. 13.SITE CONTROL 13.1. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO VERIZON WIRELESS. 13.2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 13.3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE r8 1RurTInN MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITES 14.LIVESTOCK PROTECTION 14.1 PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING PERIMETER FENCING AND/OR GATED ENCLOSURES. SITE PREPARATION 1. SCOPE OF WORK 1,1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES 1.2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES. 1.3. CLEARING AND GRUBBING OF STUMPS. VEGETATION, DEBRIS, RUBBISH, DESIGNATED TREES. AND SITE IMPROVEMENTS 1,4. TOPSOIL STRIPPING AND STOCKPILING. 1.5. TEMPORARY EROSION CONTROL, SILTATION CONTROL. AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. 1.6 TEMPORARY PROTECTION OF ADJACENT PROPERTY STRUCTURES. BENCHMARKS AND MONUMENTS. 1.7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE -INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. 1.8 REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 1.9. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS.) 1.10. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL. SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS SPECIAL INSPECTIONS. 1. IF SPECIAL INSPECTIONS AND/OR TESTS ARE REQUIRED, THEY SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC). 1.1. NEW BUILDING MATERIAL. EQUIPMENT. APPLIANCES. SYSTEMS OR METHODS OF CONSTUCTION SHALL ADHERE TO IBC SECTION 1702 AS REQ'D. 1.2. THE CONTRACTOR, WILL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. PER IBC SECTION 1703. 1.3. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF SPECIAL INSPECTIONS, PER IBC SECTION 1703 TO THE OWNER/OWNER'S AGENT AND BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK. 1.4. INSPECTION AND TEST REPORTS WILL BE SUBMITTED IN A TIMELY, ACCURATE AND COMPLETE MANNER TO THE CONTRACTOR, ENGINEER, OWNER AND BUILDING OFFICIAL, AND SHALL FOLLOW REPORTING REQUIREMENTS PER IBC SECTIONS 1704 AND 1705. ANTENNA MOUNTING: 1 DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 2 ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS". UNLESS NOTED OTHERWISE. 3 ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS. DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 7 ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 8. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS. ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE REDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE REDS. 9. JUMPERS FROM THE TMAS MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 10.CONTRACTOR SHALL RECORD THE SERIAL #. SECTOR. AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO VERIZON. 11 TMAS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION 12. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH PER MANUFACTURER SPECIFICATIONS. FIBER & POWER CABLE MOUNTING 1. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS. CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INNERDUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INNERDUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 2 THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN -'f''t • " ;CPO rtrr T^ rR PIM! En Are- Ilnr r1 In writ Tr, PHYFIrAI (IAAolArF rARI FS SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS. CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY 3. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS, 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL, 3. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0', 5. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 6 CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES. CONNECTORS. ANTENNAS AND ALL OTHER EQUIPMENT. 7. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH VERIZON STANDARDS. GENERAL CABLE AND EQUIPMENT NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA. TMAS. DIPLEXERS, AND CABLE CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 2. ALL CONNECTIONS FOR HANGERS SUPPORTS, BRACING, ETC, SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 4. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED. EXCEPT THE RET CONNECTORS. USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 5. IF REQUIRED TO PAINT ANTENNAS AND/OR CABLES 5.1. TEMPERATURE SHALL BE ABOVE 50' F. 5.2. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD 5.3. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. 5.4. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 6. ALL COAXIAL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. 6.1. GROUNDING AT THE ANTENNA LEVEL. 62. GROUNDING AT MID LEVEL. TOWERS WHICH ARE OVER 200'-0". ADDITIONAL CABLE GROUNDING REQUIRED. 6.3. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. 6.4. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT 6.5. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 7. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE CABLE CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 9. ALL CONNECTIONS FOR HANGERS SUPPORTS. BRACING. ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION 8 RECOMMENDATIONS. tree- M •. LLWI. ... .M•IJf tick t iron.,_ verizorri 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE. CO 801245453 (303) 694-3234 RETHERFORD ENTERPRISES. INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 1 CONSULTING ENGINEERS OVERLAND PARK I KS I 66202 6400 GLENWO0D SUITE NO L� 0 03/30/2023 CD'S FINAL TFL 15 A VIOLATION OF LAW FOR ANY PERSON. �NL ESS THEY ARE ACTING VNDER Tr.E DIRECTION 7r A LICENSED PROFESSIONAL ENGINEER TD Al TER Trtl5 DOCUMENT SITE NAME GRE LINCOLN 822 7TH ST GREELEY, CO 80516 EXISTING ROOFTOP SITE (L-SUB6 - CARRIER ADD) SHEET TITLE GENERAL NOTES f _ SHEET NUMBER N-1 l 1. CKOHRS 9 a z a a C W W W �I a O W z Ok WIRELE z 4.1 CI 0 T GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE. YARD AND GROUNDS. CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL RUBBISH WASTE MATERIALS, LITTER. AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS. STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS, PAVING. CURBING ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONTRUCTION ON OR ABOUT THE PROPERTY. 3 THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED, IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES. SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE DIGGING. DRILLING OR BLASTING, CALL LOCAL UTILITY LOCATOR COMPANY 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED PUBLIC OR PRIVATE PROPERTY TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED. 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 13. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS OR GEOTECHNICAL REPORT RECOMMENDATIONS. 14, CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD AND THE TOWER 15.IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND RE -GRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING INSTALLATION OF UTILITIES. 16.NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER. 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING. INSTALLING/CONSTRUCTING ALL IMPROVEMENTS SHOWN ON PLAN UNLESS CALLED OUT TO BE DONE BY UTILITY OR CALLED OUT AS EXISTING. 19. WHEN PLANS NOTE INSTALLED BY CONTRACTOR SUPPLIED BY UTILITY. THE MATERIAL AND PARTS WILL BE SUPPLIED TO THE CONTRACTOR AND THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ITEMS NOTED AS DIRECTED BY THE PLANS. 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SPECIFIED EQUIPMENT OR APPROVED EQUAL AS REQUIRED. 21.IF SHALLOW TOPSOIL CONDITIONS EXIST, CONTRACTOR SHALL ADHERE TO NFPA 780.4.13,8.1 21.2. NFPA 780.4.13.8.1.1 WHERE THE METHODS DESCRIBED IN 4.13 3 THROUGH 4.1.6 ARE FOUND TO BE IMPRACTICAL DUE TO TOPSOIL DEPTH LESS THAN 18 INCHES. IT SHALL BE PERMITTED TO PROVIDE A GROUND TERMINAL BURIED AT THE MAXIMUM DEPTH OF TOPSOIL AVAILABLE. 21.3. NFPA 780.4,13.8.1.2 THE GROUND TERMINAL FOR SHALLOW TOPSOIL SHALL BE EITHER A GROUND RING ELECTRODE, IN ACCORDANCE WITH 4.13.1. A MINIMUM DISTANCE OF 2 FT. FROM THE FOUNDATION OR ELECTRODE, IN ACCORDANCE WITH 4.13.6, A MINIMUM DISTANCE OF 2 FT FROM THE FOUNDATION OR EXTERIOR FOOTING. THE GROUND RING ELECTRODE, RADIALS OR PLATE ELECTRODE SHALL BE BURIED AT THE MAXIMUM DEPTH OF TOPSOIL AVAILABLE. 21.4. NFPA 780.4.13.8.1.3 WHERE A METHOD OF 4.13.8.1.2 IS IMPOSSIBLE. RADIALS SHALL BE PERMITTED TO BE LAID DIRECTLY ON BEDROCK A MINIMUM DISTANCE OF 12 FT FROM THE FOUNDATION OR EXTERIOR FOOTING. A GROUND RING ELECTRODE ENCIRCLING THE STRUCTURE SHALL BE PERMITTED TO BE LAID DIRECTLY ON BEDROCK A MINIMUM DISTANCE OF 2 FT FROM THE FOUNDATION OR EXTERIOR FOOTING. 21.5. NFPA 780.4.13.8.1.4 IN THOSE CASES WHERE THE GROUNDING CONDUCTOR IS LAID DIRECTLY ON BEDROCK, THE CONDUCTOR SHALL BE SECURED TO THE BEDROCK EVERY 3 FT BY NAILING. CONDUCTIVE CEMENT. OR A CONDUCTIVE ADHESIVE TO ENSURE ELECTRICAL CONTACT AND PROTECT AGAINST MOVEMENT. 22.CONTRACTOR TO FIELD VERIFY EXISTING ANTENNA, RRH 8 MOUNT CONFIGURATION PRIOR TO CONSTRUCTION. 23.CONTRACTOR TO REFER TO VZW FINAL REDS FOR FINAL EQUIPMENT COUNT, DESIGN 8 ANY OTHER INSTRUCTIONS 24.LOCATIONS OF ANTENNAS AS SHOWN HAVE BEEN APPROVED BY CLIENT AND/OR CLIENTS RADIO FREQUENCY ENGINEERS. LUTZ, DAILY 8 BRAIN. LLC CONSULTING ENGINEERS ASSUMES NO RESPONSIBILITY FOR. NOR HAS LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS PERFORMED ANY INVESTIGATIONS OR STUDIES CONCERNING THE COMPLIANCE OR NONCOMPLIANCE OF SAID ANTENNA LOCATIONS WI ANY FCC RADIO FREQUENCY EXPOSURE REGULATIONS- SEE EME STUDY BY OTHERS - 25.STRUCTURE INFORMATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. LUTZ. DAILY B BRAIN. LLC CONSULTING ENGINEERS HAS NOT EVALUATED THE STRUCTURAL INTEGRITY OF SUPPORTING STRUCTURES, ANTENNA MOUNTS OR FOUNDATION. CONTRACTOR SHALL OBTAIN ALL STRUCTURAL ANALYSIS REPORTS 8 FOLLOW ALL RECOMMENDATIONS. 26.INSTALL GROUNDING PER MANUFACTURER 8 VZW STANDARDS AS REQ'D. 27.REMOVE ALL UNNECESSARY COAX FROM TOWER. ICE BRIDGE. SHELTER/EQUIPMENT PAD 8 SITE. ABBREVIATIONS AC AGL AHJ ATS AWG AWS BBU BCW BFG BKR BTS CBRS CGBE CI CF CF/CI CKT CPRI CU DC DIA DWG E EME EMT FV GALV GEN GPS ISO IDU I G B IGR LGB LP LTE M MD MOP MGB MW NEC OVP PCS PDF PPC/PTC PVC RGP RRH RWY SCH SF SOW SS TO TTLNA TYP UNO UG UGB UE UT VZW WI XFMR 2 - ALTERNATING CURRENT - ABOVE GROUND LEVEL - AUTHORITY HAVING JURISDICTION - AUTOMATIC TRANSFER SWITCH - AMERICAN WIRE GAUGE - ADVANCED WIRELESS SERVICES - BASE BAND UNIT - BARE COPPER WIRE - BELOW FINISH GRADE - BREAKER - BASE TRANCEIVER STATION - CITIZEN'S BROADBAND RADIO SERVICE - COAX ISOLATED GROUND BAR EXTERNAL - CONTRACTOR INSTALLED AT JOBSITE - CONTRACTOR FURNISHED - CONTRACTOR FURNISH / CONTRACTOR INSTALL - CIRCUIT - OPTICAL CABLE (PROVIDED BY MANUFACTURER) - COPPER - DIRECT CURRENT - DIAMETER - DRAWING EXISTING - ELECTROMAGNETIC ENERGY - ELECTRICAL METALLIC TUBING FIELD VERIFY - GALVANIZED - GENERATOR - GLOBAL POSITIONING SYSTEM - WALKING BEAM INTERLOCK - INSTALLED BY OTHERS - INDOOR UNIT - INTERMEDIATE GROUND BAR INTERIOR GROUND RING (HALO) - LOWER GROUND BAR - LIQUIFIED PROPANE - LONG TERM EVOLUTION - METER - MAIN DISCONNECT - MAIN DISTRIBUTION PANEL - MASTER ISOLATED GROUND BAR - MICROWAVE - NATIONAL ELECTRIC CODE - OVER -VOLTAGE PROTECTION - PERSONAL COMMUNICATION SYSTEM - POWER DISTRIBUTION FRAME - POWER PROTECTION OR POWER TELCO CABINET - POLYVINYL CHLORIDE - RIGID GALVANIZED STEEL PIPE - REMOTE RADIO HEAD - RACEWAY - SCHEDULE - SQUARE FEET - SCOPE OF WORK - STAINLESS STEEL - TOP OF - TOWER TOP LOW NOISE AMPLIFIER - TYPICAL - UNLESS NOTED OTHERWISE - UNDERGROUND - UPPER GROUND BAR - UNDERGROUND ELECTRIC - UNDERGROUND TELEPHONE - VERIZON WIRELESS - WAREHOUSE INSTALLED IN KIT FOR DEPLOYMENT - TRANSFORMER - CENTERLINE PLATE - PLUS OR MINUS verizonv '0000 PARK MEADOWS DRIVE SUITE 300 LONE TREE. CO 801245453 (303) 694-3234 RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 80439 (720) 261-2064 t _ LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 0 03/30/2023 CD'S FINAL TFL IT IS A VIOLATION OF LAW FOR ANY PERSON ,naES5 THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TC At TER 1145 L`{KIaMEN' SITE NAME GRE LINCOLN 822 7TH ST GREELEY, CO 80516 EXISTING ROOFTOP SITE (L-SUB6 - CARRIER ADD) SHEET TITLE GENERAL NOTES S EE N'U1/''3LK N-2 (REIIWERIZONWIRE: ESSWROJECTSASSIGNEO126-0014 ORELINCOLNOELIVERASLESL2A-0014 GRELINCOLNC0SFINAL(REV-0).DWO.N•2-C:KOHRS ]1306;O23 F S/ AN - P %RETHERFORO ENTERPRISES verizon' 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 r RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720)261-2064 • rTh L RE6 I ! C -2 I H S I ---EXISTING FIBER HANDHOLE 40_,..,„„ i a -- - - �/ 2 - EXISTING ROOF LUTZ. DAILY & BRAIN, CONSULTING ENGINEERS 6400 GLENW000 I SUITE OVERLAND PARK I LLC 200 KS 166202 C-5 EQUIPMENT r 1 • II 1 C-6 II e Z EXISTING MAIN I� L - 1 _ _ J - ---�---• , - 0 03/30/2023 CD'S FINAL TFL J TELEPHONE ROOM ON 2ND FLOOR - 1 1 rPENTHOUSE/ to 7 EXISTING 1 I I -.4,4••••••6 W a ;a PD tie " '1 2 CCI-- .� FR ";., •�' •' �� = rn a. w 2 I --1-,- -I r- - 1 I ' I - I 1 I i C-4 j yoF3o�23 41477 '1 :,b • �cc. AO LL C-7 L_- 1 I I o r--- ----------- I ' O1 APPROX. LOCATI 10 a try I EXISTING EAST TELCO I L______________ CLOSETS EA FLR I �\%Awl.�� ______J J UNLESS 7MEY ARE ACTING UNDER TnE DIRECTIC'. OF A LICENSED PROFESSK)hME ENGINEER TO AL TER THIS DOCUMENT(ON ROOFEXISTING/ /LOR / EXISTING UPPER ROOF EXISTING V2W EQUIPMENT ROOM 5TH FLOOR) (SEE SHEET C-8) SITE GRE GREELEY. 822 LINCOLN 7TH EXISTING NAME ST CO 80516 7/- EXISTING / LOWER ROOF i/ NOTES 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS N¢- A(INk PROVIDED BY VZW, SITE WALK PRE -AUDIT & SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO & DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND PLEASE CONTACT RETHERFORD ENTERPRISES ® (720) ROOFTOP SITE (L-SUB6 - CARRIER ADD) C-3 J ,...E-3) 233-7664. 2. WHEN SITE ACCESS REQUIRES OPENING GATES/DOORS THE CONTRACTOR SHALL BE SITE SHE E I TITLE PLAN P LA N NORTH FULLY RESPONSIBLE FOR MAINTAINING AND SECURING EXISTING PERIMETER FENCING AND/OR ALL EXISTING ACCESS LOCATIONS. DO NOT ALLOW THE ACCESS GATES/DOORS OF THE WORK AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON.Qr. KEEP ALL ACCESS GATES/DOORS CLOSED AND LOCKED WHEN NOT IN USE. 3. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES 3 PROTECT AS REQ'D DURING CONSTRUCTION. 4. ALL ITEMS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE. SHEET NUMBER C-1 1[SITEPLAN 20 20 40 SCALE. � 1I = 20'-011 SCALE: V' = 20' .. ....... ass .•.•..,•-......,.. .•.xw•c.wx.�P/YMIfJM M<•WY-„w _____ _ .• •, Ir_____int ? .w•4C.U.,.40 _-r,la..iui.,.u.4% (11x17 SCALE) cr 9 4 4 .J o 2 0 i V W lU r N 7 n 'Y L z fl ar u r a 31)5'7;73 F 57 AV (E) PENTHOUSE verizon 10000 PARK MEADOWS DRIVE, SUITE 300 TREE. CO 801245453 (303) 6943234 'T.O. 1�._7 \ H c(E) VZW ANTENNAS - - t j� - Iii I ELI' I p riQ T.O. (E) BUILDING /LONE le94'4. RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 L) LUTZ, DAILY a BRAIN, CONSULTING ENGINEERS 6400 GLENWOOD I OVERLAND PARK I LLC S UI TE 200 KS i 66202 1 _ Fr 4 1 AD; ,4)•;:j., l "J `0 03/30/2023 CD'S FINAL TFL 1 EXISTING NORTH ELEVATION - LOOKING SOUTH ,...„ SCALE: N.T.S. a NO0 tic � ' � R s`•• �T.O; NEW VZW ANTENNAS — 115-0' •— II 1 , , • 141ar% : ~ %NOV -A .,, Vs� A' /. t O'V tip.' 23144:i G 5 ANEW VZW C -BAND ANTENNAS / 113 / I I VZW LTE ANTENNAS ANEW / __ _ 112-0"- -- nn 1 ANTENNA MOUNT MODIFICATION REQUIREMENTS FOR ALPHA SECTOR wT.OO,- (E) PENTHOUSE NEW ~ ,\� SHEET SEE SHEET S•1 FOR MOUNT MODIFIi TION (SEE (111Il111I1 S -ES IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS PROFESSIONAL UNDER THE LICENSED OACTING OF A ENDIRENf I CTION 1O M TER THIS DOCUMENT O. (E) BUILDING w94'av !! SITE GRE LINCOLN NAME - - 822 7TH ST GREELEY, CO 80516 EXISTING ROOFTOP SITE (L-SUB6 B6 - CARRIER ADD) NOTES: 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW, SITE WALK PRE -AUDIT & SITE WALK PHOTOS, THIS INFORMATION MUST EXISTING ELEVATIONS SHEET TITLE & N E W GRADE � BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 8 DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE 0 -0" `OU720) 3ND3 PLEASE CONTACT RETHERFORD ENTERPRISES 2. GC TO REVIEW MOUNT ANALYSIS (MA) & STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING WORK. 3. NEW CABLING TO BE INSTALLED FOLLOWING EXISTING PATH. SHEET NUMBER C-2 2 NEW NORTH ELEVATION - LOOKING SOUTH SCALE: N.T.S. T.O. (E) PENTHOUSEw1086-7 .,,, _1 (E) VZW ANTENNAS ierizcn — — — — — — — 1�-0 I,., M ewe., 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE. CO 801245453 T.0 (E) BUILDING / (303) 694-3234 Ws4.-4.. 1- f RETHERFORD ENTERPRISES, INC - 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 t (720) 261-2064 t r Li) I LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK ;KS 166202 GRADE w 1.o 0 03/30/2023 CD'S FINAL TFL 1 EXISTING SOUTH ELEVATION - LOOKING NORTH _ �```1` SCALE: N.T.S. � p.00 tic a o;- ,PENTHOUSE %-p: 4i4T% • v; --- ----- - --r - ------- - y . T.O. NEW VZW ANTENNAS / -1 I I II.II �. x., /10/ 2 1/4" / • ANTENNA MOUNT MODIFICATION REQUIREMENTS FOR ALPHA SECTOR ,' tsiJ�, •" 4 NEW VZW C -BAND ANTENNAS / — A 1 N� aa — IV` 10641" /' sEE SHEV S-1 FOR MOUNT MODIFICATION �C•�" 4 NEW VZW LTE ANTENNAS src @ BUILDING It IS A VIOLATION OF LAW FOR AWY PERSON LMLESS THEY ME ACTING UNDER THE DIRECTION 94'-4" - OF A LICENSED PROFESSIONAL ENGINEER IC At TER THIS DOCUMENT i SITE NAME GRE LINCOLN 1 822 7TH ST GREELEY, CO 80516 EXISTING NOTES: ROOFTOP SITE 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW, SITE WALK (L-SUB6 - CARRIER ADD) PRE THIS -AUDIT & SITE WALK PHOTOS. INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO & SHEET TITLE DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE )E FOUND PLEASE CONTACT RETHERFORD ENTERPRISES �GRAI n -o (720) 233-7664. 2. GC TO REVIEW MOUNT ANALYSIS (MA) & STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING WORK 3. NEW CABLING TO BE INSTALLED FOLLOWING EXISTING PATH. EXISTING ELEVATIONS & N E W 2 NEW SOUTH ELEVATION - LOOKING NORTH SHEET NUMBER 41 SCALE: N.T.S. C-3 .•.'e..a. WI II 4./•-•.N Qs&'UPI. . Casa l -.iK.[tia r!k% -S.. 0.000 an, Iaa.bl M a's._ If?NP.t taaI11..' ..... •..M..:Mile 4Jtlll'./'''milt In UJ r r er C r 9 F L; f (E) VZW ANTENNAS ■ w117-0"--- O TI I Verizon / _O7 _ T.O. (E) PENTHOUSE 0 NB 10000 PARK MEADOWS DRIVE- SUITE 300 LONE TREE, CO 801245453 sT.O. (E) BUILDING / (303) 694-3234 94•-4' E RETHERFORD ENTERPRISES. INC IIIIIIIIIIII 7093 SILVERHORN DRIVE EVERGREEN I CO I 80439 111111111111 (720, 261-2064 e I 0 LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I OVERLAND PARK I se SUITE 200 KS 166202 r 1 GRADE et- 0%0 - 0 03/30/2023 CD'S FINAL TELL 1 EXISTING EAST ELEVATION - LOOKING WEST __`"``\ SCALE: N.T.S. a " a 100 II O. (E) VZW ANTENNAS X115 ar orT j ' -i 01 , I •. '• -D" — - — — • — — NEW VZW C ANTENNAS II '13 : ►- 41477 c -BAND �'/ f rte: �� - / 1 0 / / Os �O� ? C. NEW VZW LTE ANTENNAS ail_ 'r at — — — / �1 f een'i _+ • i 2-0« 111,Qs/0A,AL;a) ANTENNA MOUNT MOWRCATION REQUIREMENTS FOR ALPHA SECTOR ) PENTHOUSE SEE SHEET SA FOR wnw- MOUNT MODIFICATION \\t,\Y"``�� T.O. (E) BUILDING I 7 '94."4- it IS A VIOLATION OF LAW FOR ANv PERSON UNLESS THEv ARE ACTING UNDER tHE DIRECTION OF A LICENSED PROFESSIONAL ENGINI-f 4 Il I r I I TO AL TER THIS DOCUMENT SITE NAME GRE LINCOLN 822 7TH ST GREELEY, CO 80516 EXISTING NOTES: ROOFTOP SITE 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW, SITE WALK (L-SUB6 - CARRIER ADD) PRE -AUDIT & SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 8 SHEET TITLE GRADE DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND PLEASE CONTACT RETHERFORD ENTERPRISES X01.O- (720) 233-7664. 2. GC TO REVIEW MOUNT ANALYSIS (MA) & STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING WORK. 3. NEW CABLING TO BE INSTALLED FOLLOWING EXISTING PATH EXISTING ELEVATIONS & N E W 2 NEW EAST ELEVATION - LOOKING WEST [ SHEET NUMBER SCALE: N.T.S. C-4 r t.lWW •-••V, ---. !•I�UI•M..-�,.�.. L•-'.r,rs.e, aw.-. J•!- V• MMi•I.YM�••' ., 1_.. .i H.1'OC4 Iy/•,1• JM4••rl�<l•: fY. �l f. L • •+ERFORO EN': 3130/2023 6 57 AM - ver1z0n1 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE, CO 801245453 (303)694-3234 I ROOF EQUIPMENT LEGEND: in S m ,I O w -a o I 1. REMOVE EXISTING VZW ANTENNA 2. RETAIN EXISTING VZW OVP 3. RETAIN EXISTING VZW RRH 4. INSTALL NEW MOUNT PIPES PRIOR TO COMMENCING WORK 5. INSTALL (1) NEW VZW LTE ANTENNA (COMMSCOPE � _ (1) NHHSS-65B-R2BT4) e RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 l _ - l K2) C3> v (9 (3) ti. INS IALL (1) NEW VLVV KRH (EKIU55UN 44Uti) Litt -10\1U AN I CNN/A 7 IN5TA (1 gvv V7f• j-atompp 9NNA(FRICSSON AR6449) 8. RETAIN S W E A NORTH i I i 0-8 ` (E) PENTHOUSE r/7 LI LUTZ, DAILY CONSULTING 6400 GLENWOOD OVERLAND PARK & BRAIN, LLC ENGINEERS I SUITE 200 I KS 166202 I r ` 03/3W2023 CD'S FINAL TFL 1 JEXISTING ANTENNA PLAN VIEW (ALPHA) 3 J LEGEND SCALE: N.T.S. �, N00 FA (/C NOTES A ro t y = m �� 1, ALL INFORMATION SITE WALK PRE -AUDIT CONTRACTOR PRIOR CONTACT RETHERFORD 2. GC TO REVIEW MOUNT 3. NEW CABLING TO BE SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW. 8 SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE TO 8 DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND PLEASE ENTERPRISES @ (720) 233-7664. ANALYSIS (MA) & STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING WORK INSTALLED FOLLOWING EXISTING PATH. ,. 'p 77 0 r-- F..41.73 • 41477 3O/ wi 23 (., * ,..\* i D (2 O 6 5 IT IS A MLA OF uNtESS THEY ARE ACTING OF A UCENSED PROFESSIONAL TO Al TER THIS LAW FOR ANV PERSON. UNDER THE OP ECTIO. ENGINEER DOCUMENT. / \ / \ C 7 / -;E\LL 11(Ejj?..z:ai$ii� lirtits7 SITE GRE GREELEY, ROOFTOP (L-SUB6 E LINCOLN 822 7TH EXISTING - CARRIER NAME ST CO 80516 SITE ADD) .YWMY .1 n _ l Q 4 ANTENNA MOUNT MODIFICATION REQUMtEMENTs FOR ALPHA SECTOR i SEE SHEET S -I FOR MOUNT MODIFICATION 8 Qr NORTH A iti I i (E) PENTHOUSE -J EXISTING ANTENNA SHEET VIEW TITLE & PLAN NEW 2 NEW ANTENNA PLAN VIEW (ALPHA) 4 NOTES SHEET NUMBER C-5 SCALE: N.T.S. •n a J' NY 1; teC R1UC � verizon1 10000 PARK MEADOWS DRIVE SUITE 300 LONE TREE, CO 80124-5452 (303)694.3234 ROOF EQUIPMENT LEGEND: 1. REMOVE EXISTING VZW ANTENNA 2. RETAIN EXISTING VZW OVP 3. RETAIN EXISTING VZW RRH 4. INSTALL (1) NEW VZW LTE ANTENNA (COMMSCOPE NHHSS-65B-R2BT4) 5. INSTALL (1) NEW VZW RRH (ERICSSON 4408) BEHIND RETHERFORD ENTERPRISES. INC 7093 SILVERHORN DRIVE EVERGREEN I CO I 80439 (720) 261-2064 ANTENNA 6. INSTALL (1) NEW VZW C -BAND ANTENNA (ERICSSON AIR6449) 7. RETAIN EXISTING VZW HYBRID CABLE Y ( 1) e L) (E) PENTHOUSE Kyr (E) PENTHOUSE LUTZ, DAILY CONSULTING 6400 GLENWOOD OVERLAND PARK ♦ i BRAIN, LLC ENGINEERS I SUITE 200 I KS 166202 3 JLEGEND _ _ 0 03/30/2023 CD'S FINAL TFL 2 NOTES `._7 �� 1 i 3 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY ��\ 7 I. ""'� I = VZW, SITE WALK PRE & SITE WALK PHOTOS. THIS INFORMATION FIELD `4,4" 3 -AUDIT MUST BE VERIFIED I�B / "`• BY THE CONTRACTOR PRIOR TO 8 DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND !a 3> PLEASE CONTACT RETHERFORD ENTERPRISES c (720) 233-7664. 3 a 2 GC TO REVIEW MOUNT ANALYSIS e j P� 00 • E L/ ..... ?j ', (MA) 8 STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING Ca 1 WORK - - - _ - - 5 3. NEW CABLING TO BE INSTALLED FOLLOWING r 4) EXISTING PATH. - \ _ I- 13:s- 13 .3/ V� 41477 30 70NAl. /0), tii 21 44ti E� e 1 cel) �Tq ,�t/, Ord r0 \', O i I I 6 \eE T ,�M� sec 110- ' \\ .... n LS A VIOLATION OF UNLESS THEY ARE ACTING OF A LICENSED PROFESSIOANL TO Al TER THIS LAW FOR ANY PERSON, UNDER THE DIRECTION ENGINEER DOCUMENT SITE GRE GREELEY, 8227TH LINCOLN EXISTING NAME ST CO 80516 4r NORTH QIINORTH ROOFTOP (L-SUB6 - CARRIER SITE ADD) EXISTING ANTENNA SHEET VIEW TITLE & PLAN NEW 1 {EXISTINGANTENNAPLANVIEW(BETA) 2 -TNEW ANTENNA PLAN VIEW (BETA) 4 I NOTES Sr ii1 ""'r`" C-6 SCALE: N.T.S. SCALE: N.T.S. ce UI a. a ft W W 0 g u ;a O. 2 t i • verizon1 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE. CO 80124-5453 (303)694-3234 • ROOF EQUIPMENT LEGEND: (E) PENTHOUSE -/ 1, 2. 3. 4. 5. b. 7, REMOVE RETAIN RETAIN INSTALL NHHSS-65B-R2BT4) INSTALL 11'46 RETAIN HILL EXISTING EXISTING EXISTING (1) (1) ( I) EXISTING NEW NEW IVhVV VZW ANTENNA VZW OVP VZW RRH VZW LTE ANTENNA (COMMSCOPE VZW RRH (ERICSSON 4408) BEHIND ANTENNA VLVV I.. ISnI\JLJ 1WI\) I EIJNrk 1ERIC,33CIJ n+IIlO•IIIG) VZW HYBRID CABLE RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720)261-2064 7 ® , _ LI —Wr---LUTZ, DAILY is BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 s OVERLAND PARK I KS 166202 -ti-" Ilr_•_ iii O � u ' I •• 0 7 / 3 (3) 1 1 /1> 1 Q- NORTH _bat orl• t 'i : 30/2023 ' CD'S FINAL TFL 1 EXISTING ANTENNA PLAN VIEW (GAMMA) 3 LEGEND ...�� SCALE: N.T.S. I N00 Lie a i c� F R • • 4 w` y 1�/ NOTES: 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW, SITE WALK PRE -AUDIT & SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO & DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND PLEASE CONTACT RETHERFORD ENTERPRISES ® (720) 233-766413 2. GC TO REVIEW MOUNT ANALYSIS (MA) & STRUCTURAL ANALYSIS (SA) PRIOR TO COMMENCING WORK. 3. NEW CABLING TO BE INSTALLED FOLLOWING EXISTING PATH. �J 1 ►- 41477 OF 13Q/ AL ,--44: Z3441 r (E) PENTHOUSE IT IS A VIOLATION CI LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ALT TO AL TER THIS DOCUMENT. SITE GRE NAME LINCOLN O 2 822 7TH ST GREELEY, CO 80516 EXISTING v— o v MS �J nay 6 3 3 (4) (5) ROOFTOP SITE (L-SUB6 - CARRIER ADD) \4/ -IN�;?-�ya NORTH (."9,;'"q-' �� lEXISTING / ANTENNA SHEET VIEW TITLE & PLAN NEW 2 [NEW ANTENNA PLAN VIEW (GAMMA) 4 I NOTES SHEET NUMBER C-7 SCALE: N.T.S. -� - -� ...• .nvticY•PRi\ - VMatJrt\r•CiNr ~III*MtnN tOW t\ It;'Mr.. C 3111010110♦&aj.►t)., . i.• . CO Y L.' L. 5 11. gvI } Iu 9 z z CI n r N UJ n El It 2 n :r w z I., 0 It 3 C" N . II • veruzon' '0000 PARK MEADOWS DRIVE. SUITE 30u LONE TREE, CO 801245453 (303) 6943234 NEW ANTENNA SCHEDULE ANTENNA SECTOR ANTENNA POSITION QTY. �° MFG MODEL LENGTH WIDTH DEPTH WEIGHT ILBS) ANTENNA CENTERLINE ANTENNA TIP HEIGHT 1 - - - _ - - _ _ _ _ 2 - - - - - - - - - - ALPHA 3 1 360° COMMSCOPE NHHSS65B•R2BT4 71.969" 11.850" 7.126" 60.827 112'4" CL 115'4" 4 1 350° COMMSCOPE NHHSS45B-RZBT4 71.969" 11.850" 7.126" 50.827 112'4" C.L. 115'4" RETHERFORD ENTERPRISES. INC 7093 SILVERHORN DRIVE EVE VERGREENICOIB0439 (720) 261-2064 5 1 360° ERICSSON AIR6448 30.6" 16.1" 10.8" 88.0 113'4" C.L. 115'4" 6 - - - - - - - - - - 1 - - - - - - - - - - 2 1 110' COMMSCOPE NHHSS4IB.R28T4 71.969" 11.850" 7.126" 50.927 112'•0" C.L. 115'4" BETA 3 1 1W° COMMSCOPE NHHSS46B-R28T4 71.969" 11450" 7.126" 50427 112'4" Cl. 115'4" 4 1 110' ERICSSON AIR8448 304" 16.1" 10.8" 889 113'4" CL 115'4" 6 - - - - - - - - - - 6 - - - - - - - - - - 1 - - - - - - - - - - LEI 3 1 230° ERICSSON AIR6448 30.8' 18.1" 10.8" 68.0 105'4" C.L 107'4" GAMMA 4 - - - - - - - - - - LUTZ. DAILY & BRAIN. LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 5 1 230° COMMSCOPE NHHSS.65B-R28T4 71.969" 11950" 7.126" 50927 104.4" CL 107'4" 6 1 230° COMMSCOPE NHHSS46B.R2BT4 71.969" 11.850" 7.125" 50.827 104'4" C.L 107'4" 7 _ - - - - - - - - - 8 - - - - - - - - - - NOTE: 1. REFER TO VZW FINAL RFDS FOR FINAL EQUIPMENT COUNT. DESIGN & ANY OTHER INSTRUCTIONS PRIOR TO CONSTRUCTION. • 0 03/30/2023 CD'S FINAL TFL 1 ANTENNA SCHEDULE _ ``""\\‘‘‘� SCALE: N.T.S. '- p00 Lic �►- + a�a� ti/ F Ss% • . • . ANAL �: Z 4� �T N !a e � NEW CABLE SCHEDULE ANTENNA SECTOR FROM TO QTY. WE LENGTH REMAIN / NEW Andrew NHH5S-65A/B/C-R2B 2s 10• Port Antennas • 2k RRHs • la CBRS sector RACK OVP TOWER OVP 1 6x12 HYBRID 120'1 REMAIN ,�_ _ per � `\ OVP 4408 RRH 1 1x1 HYBRID 15' 3 NEW '�»"�""�' r,� I,,' OVP 4449 RRH 1 1x2 HYBRID 15'2 REMAIN �.. • • ,' - - -- - ALPHA OVP 8843 RRH 1 1X2 HYBRID 16' t REMAIN I I IS A VIOLATION Of LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT OVP AIR8449 1 1x3 HYBRID 15' t NEW `-"''' 4408 RRH NHHSS45B-R2BT4 4 1/2" JUMPER 6't NEW 4449 RRH NHHSS45B-R28T4 4 1/2" JUMPER 6' t NEW SITE GRE GREELEY, ROOFTOP (L-SU86 LINCOLN 822 7TH EXISTING - CARRIER NAME ST CO 80516 SITE ADD) 8843 RRH NHHSS6613-R28T4 8 1/2" JUMPER - 6' t NEW - , , RACK OW TOWER OVP 1 6x12 HYBRID 210' t REMAIN NOTES: I •5 re ( , 1 OVP 4408 RRH 1 1x1 HYBRID 15.1 NEW 1. REFER TO VZW FINAL RFDS FOR FINAL .r1-ni• s� is sat OVP 4446 RRH 1 1x2 HYBRID 16.1 REMAIN EQUIPMENT COUNT, DESIGN & ANY '• : sr OVP BETA 8843 RRH 1 1x2 HYBRID 16'1 REMAIN OTHER INSTRUCTIONS PRIOR TO OW AIR544$ 1 1x3 HYBRID 151t NEW CONSTRUCTION. - o_IAM 4408 RRH NHHSS46B-R2BT4 4 1/2" JUMPER 6't NEW uNar.«w; as ,ro ^" 4441 RRH NHHSS458•R2BT4 2. LENGTHS & QUANTITIES ARE PROVIDED - WIsae al ^ 4 1/2" JUMPER 6•: NEW FOR ESTIMATION ONLY. FINAL LENGTH Tv 'b# 8943 RRH NHHSS45B•R2BT4 8 112" JUMPER 6't NEW � +—'—' � RACK OVP TOWER OW 1 11x12 HYBRID uo•t REMAIN TO BE FIELD VERIFIED PRIOR TO ANY la l� OW 4408 RRH 1 1x1 HYBR15 t NEW �'-- ORDERING OF MATERIALS. r - OVP 4449 RRH 1 122 HYBRID 15'1 REMAIN 3. NEW CABLING TO BE INSTALLED �+» runs """ OVP 8843 RRH 1 1x2 HYBRID 15'1 REMAIN """ GAMMA FOLLOWING EXISTING PATH. IN�ed OW AIR8449 1 1x3 HYBRID 15't NEW lsu ANTENNA SCHEDULES PORT SHEET TITLE / CABLE MAPPING & 4408 RRH NHHSS45B-R2BT4 4 V2" JUMPER 6't NEW R11430 OW _ 4446 RRH NHHSS45B-R2BT4 4 V2" JUMPER 6' t NEW ( 8643 RRH NHHSS46B-R2BT4 lE1 wo SW 8 1/2" JUMPER 6' t NEW 2 CABLE SCHEDULE 3 PROPOSED PORT MAPPING DIAGRAM "" J""'a` C-8 ) SCALE: N.T.S. SCALE: N.T.S. • -•.. IR°..... .Vail - V... tae,kctM U U Y a cc i W 0 vsI t a W ru- a rW Kpb 8 • ,r verizon ''ii 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE. CO 80124-5453 (303)694-3234 EQUIPMENT ROOM LEGEND: 1. EXISTING LOCATED 2. EXISTING 3. EXISTING LOSS 4. EXISTING b. t v.Ih SWITCH 6. EXIS 7. EXISTING 120/240V 8. EXISTING 9. EXISTING 10. EXISTING 11. EXISTING RELAY I Ihll.2 I INU SECONDARY BUILDING ON PDF A/C PANEL MANUAL MAIN 50KVA FIRE NIU'S TELCO ALARM SURGE THIS SHUT EXTINGUISHER UISUUNNEU ON WINDOWS SIDE DOWN SUPPRESSOR GIA I RAMO-EH STEP TELCO BOARD BLOCKS 200A DOWN PANEL MLO I XFMR BOARD RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 ID 12. EXISTING FCU UNITS LUTZ,DAILY&BRA1N,LLC CONSULTINGENGINEERS 6400GLENWOODISUITE 200 OVERLAND PARK I KS 166202 I [7® (-13) (1-2) 13. REMOVE EXISTING 4812 CABINETS `' '°' 22 "- •"-t.- •y -r• '� I 12 �)I 14. EXISTING FILTERS 13 15, RETAIN EXISTING OVP'S 16. EXISTING FIBER/ROUTER 14 I €4-1> 17. EXISTING eNODE B I 18. EXISTING BATTERIES 11 0 am 19. (15) RESTRAP (2) EXISTING +24V STRINGS 15 \ OF C&D AT -39P EXP. 2026 TO 1 STING 10 10 © -48V FOR 1 HR BACKUP (16) 21 (Pd) " 20. REMOVE/REPLACE +24 DC PLANT WI o 03/30/2023 co'sFINAL TFL C>0 \ _ / 17 NEW -48V DC PLANT AND INSTALL (4) NEW 48V, 50A RECTIFIERS 21. INSTALL (1) NEW VZW BBU 6648) ,,+ NO0 t/ S 'S9 "� C'1' 8 8 (ERICSSON 22. RETAIN EXISTING VZW HYBRID 18 El 9 18 CABLES•'•, -o • 41477 --4i %'3,710/23.4t4 (i0) woo. 7 7 2 IT IS A VIOLATION OF LAWFOR ANY PERSON UNLESS T1� OF A LICENSED PROFESSIONAL TO At tFR TrISDOCUMfNT 0 w/ 5 CLD® 6 5 ( 4 )0 1 `—I_ 1 I ll-I I-1 �� - 3 LEGEND SITE GRE GREELEY, 822 LINCOLN 7TH EXISTING NAME ST CO 80516 NOTE 1. ALL INFORMATION SHOWN ON PLANS IS RECREATED FROM EXISTING DRAWINGS PROVIDED BY VZW, SITE WALK PRE -AUDIT 8 SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 8 DURING CONSTRUCTION IF ANY DISCREPANCIES ARE FOUND PLEASE CONTACT RETHERFORD ENTERPRISES ® (720) 233-7664. 2. NEW CABLING TO BE INSTALLED FOLLOWING EXISTING PATH. NORTH 4r'NORTH ROOFTOP SITE (L-SUB6 - CARRIER ADD) EXISTING EQUIPMENT SHEET PLAN TITLE & NEW ROOM 1 EXISTING EQUIPMENT ROOM PLAN 2 NEW EQUIPMENT ROOM PLAN 4 NOTES SHEET NUMBER C-9 SCALE: N.T.S. SCALE: N.T.S. • ,,•. •IVV rd 1 ..'AR-.............• ,.,•.,'.4t. iJ.Ytr..r--.rM"•;....+. .. .. ,ftt Ur.l•ll.a.• St? 6.0014 GRE.1`CO,n c. OS 1 I!A.(REV-0)DWG-C.-9-CKoHRS TYPE A: NOC INFORMATION SIGN fly w r C46 pet y r w OM Santee M. -S. J.v Y M•• t • It op..--- . M.s4 a I—+ :V ~IMO 11-I..,. •, ,Wad eta — o.n --a •-• ]bait AT Cal SIR 1D INSTALL (1) AT ALL ACCESS POINTS TYPE B: RF GUIDELINES SIGN A NOTICE 1 Mee, awn tipanido IW. et r_— rat Mr— elpe • *ewes de weeaele. Well One* gee eines • I••— •r.1-iRti a low MM 0. -- met 4_— T I.e- —t-e w'• Sae We were. ty4 ea -rat •••••••A INSTALL (1) AT ALL ACCESS POINTS a CAUTION A _______ ______ _ . M -- a' ./-•w - vete TYPE C: RF CAUTION SIGN ALPHA, BETA & GAMMA' INSTALL (1) BEHIND ANTENNAS BETA: INSTALL (1) ON PENTHOUSE WEST WALL TYPE D: RF WARNING SIGN AWARN I w_s.n4- se bee :20 alaa MISS • Sae IMP •— _.,_.• w- -MI.S ` tern N/A NOTICE Ve.1Pa3 toe f•- Tea _wallas _a ,w r. VeOeLeeeePal - TYPE E: RF NOTICE SIGN ALPHA. INSTALL (6) ON THE BARRIER POSTS VISIBLE FROM ALL APPROACHES GAMMA: INSTALL (6) ON THE BARRIER POSTS VISIBLE FROM ALL APPROACHES TYPE F: INDICATIVE MARKINGS ALPHA. INSTALL (4) 6'-0" INDICATIVE MARKINGS GAMMA INSTALL (4) 6'-0" INDICATIVE MARKINGS • a TYPE G RF FRIENDLY BARRIERS A ALPHA. INSTALL (2) 12'-0" BARRIERS GAMMA: INSTALL (1) 6'-0", (1) 12'-0" & (1) 24'-0" BARRIER 1 SIGNAGE DETAILS LEGEND (NEVI) INDICATIVE MARKER ♦ - a (NEW) RF FRIENDLY BARRIER EXISTING BUILDING LOWER ROOF EME PLAN IS BASED ON EME REPORT DATED 02/02/2023 BY WATERFORD SPECIAL MITIGATION INSTRUCTIONS PER EME BY OTHERS ACCESS INSTALL NOC AND GUIDELINE SIGNS AT ALL ACCESS POINTS. EXISTING PENTHOUE r L EXISTING BUILDING ROOF t 0 r 1 L ALPHA INSTALL (1I CAUTION SIGN BEHIND THE ANTENNAS AND INSTALL (61 NOTICE ON THE BARRIER POSTS VISIBLE FROM ALL APPROACHES. INSTALL 12' X 12' BARRIERS AND 61X 6 XL' X 6 INDICATIVE MARKINGS. BETA INSTALL (1I CAUTION SIGNS BEHIND THE ANTENNAS. AND INSTALL (1I CAUTION SIGN ON PENTHOUSE 105FT WEST WALL. GAMMA INSTALL (II CAUTION SIGN BEHIND THE ANTENNAS AND INSTALL [6) NOTICE ON THE BARRIER POSTS VISIBLE FROM ALL APPROACHES. INSTALL 24' X 6' X 17 BARRIERS AND 6' X 6 X 6' X 6 INDICATIVE MARKINGS. ` NORTH 2 EME PLAN NOTES 1. ALL SIGNS SHALL BE UV RESISTANT FOR OUTDOOR USE. 2. ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE -DRILLED HOLES. 3. (NEW) INDICATIVE MARKER IS A RAISED "SPEED BUMP STYLE" W/ YELLOW STRIPING (NO PAINT ON ROOF) & INSTALLED PER OSHA REGULATION. 4. (NEW) RF FRIENDLY BARRIER BARRIERS CANNOT BE WITHIN 6 FEET OF LEADING EDGE. 5. (NEW) ARROW INDICATIVE SIGNING MUST BE USED AT BARRIER ENDS POINTING TOWARDS THE OPENING / INDICATIVE MARKER. SCALE: N.T.S. T SCALE: N.T.S. • AK•• verizonv 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE CO 80124-5453 (303) 694-3234 I RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 L7 LUTZ, DAILY & BRAIN, LLD CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 1 66202 I 0 03/30/2023 CD'S FINAL TFL IT IS A VlOtA DON Ci UAW FOR ANY PERSON, uNtESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO AL TER THIS DOCUMENT. SITE NAME GRE LINCOLN 822 7TH ST GREELEY, CO 80516 EXISTING ROOFTOP SITE (L-SUB6 - CARRIER ADD) f SHEET TITLE EME PLAN 1 SHEET NUMBER C-10 0-CKOHRS 9 OLN CDS Fl W S W z W z a OU OJECTS ASSIGNED w oc U) ir a W w a a 0 LL W B 0 M1 verizon 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE CO 801245453 (303) 694-3234 t . _ - ----- - - . I RETHERFORD ENTERPRISES. INC 7093 SILVERHORN DRIVE EVERGREEN ) CO ) 80439 (720) 261-2064 s r T 1 I ' w ' . ! '4 " v _ � ♦! � +• - '. t }} \ 1 • M r r ' 'tireI it J . i.�r 3- .. , , ,__ _ . in ... . . - , . ,,, • ......_ .4 LUT2, GAILY At BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS ) 6620[ Ws ---• "° W Sall tf 4 1 `� Li/ T� 1 ia. ""'psi 0 03/30/2023 CD'S FINAL TFL p►00 tip or �� e0 ; r~ 41477 v. 14- X13°/ 2 1`4=' .- f 1 lin 1 T IS A VIOLATION 6F LAW FOR ANY PERSON ..NIESS THEN ARE AC TWO UNDER THE DIRECTION JP A LICENSED PROFESSIONAL ENGINEER TO AT TER THIS DOCUMENT - - - yr.�` —:.- c _- f _ - a• • -- •�••� - ""•�_-_ `, •••• -'T • ' q.. \ - anft , ta„•. - % - . r�►�-�- ,� III _ I B+•^ r I - %. • -1.• SITE GRE ROOFTOP (L-SUB6 822 NAME LINCOLN 7TH EXISTING - CARRIER ST CO 80516 SITE ADD) IL_ikfr ` t00bir '' IP • • I I .� f� - - :... _ - _ .,sr ; _ '..!_e-" _ „,_jai Air 11 Illirr '414 ..haasal .r- i4 i 1lia !' I i = ^.1 E • •f I -' eaGREELEY, • I I i .C .•. ll Cali r : , r = t 1,V G= ' .•: . y SITE ji-it t PHOTOS i TITLE SHEET NUMBER 1 SITE PHOTOS SCALE: N.T.S. C-11 s �S+ ..—,CYv.e.. . sa.CdM1,.001Y MiftY/fri.' _ Ofr•Hir1C4 f4int.• am..,'rs.a. .•:.ff•dnt'rr•rl.aa _ to rt Tu rc 5 vAr Ar 4 -11 s X 31301:023 h 57 AM . P 1RE7..ERFORD E' ERPRIbES WC: I ■ ERICSSON RS. H-4408 79 DIMENSIONS. HxWxD 8.4"x7.9" x4.1" I l slerizcr'1" 11.85" WEIGHT (EXCL. MOUNTING) -10 LBS '' 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE, CO 801245453 (303) 694-3234 I k 16.1" --_l BOTTOM I 1� ci a RETHERFORD ENTERPRISES, INC A . __ 7093 SILVERHORN DRIVE TOP SIDE TOP EVERGREEN I CO 180439 (720) 261-2064 4.1" 79" .. le— e. < • .. ' • S 'o _• ID I•� ..i. I -t:1 IIIIIIIIIIIIIIIIIIIII]IIIIIIII C� o p� '''i' �+ • tier' 1111 II1111IIIIIIIIIIIIII) I LUT2, GAILY i BRAIN, LLC CONSULTING ENGINEERS 1111 IIIIIIiIIIll illl 11111 k ' SIDE CONNECTIONS 'III 111111111111 III! 11111 03 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 1 66202 I. 1111111111111111111111111111 COMMSCOPE NHHSS-65B-R2BT4 ERICSSON AIR6449 ANTENNA PROPERTY VALUE PROPERTY VALUE LENGTH 71.969" HEIGHT 30.8" WIDTH 16.1" SIDE - WIDTH 11.85- FRONT DEPTH 10.8" DEPTH 7.126 WEIGHT 88 LBS WEIGHT 50227 LBS 0 03/30/2023 CD'S FINAL TFI. 1 ANTENNA DETAIL 2 ANTENNA DETAIL 3 RRH DETAL `��., SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. r _ a p00 Lie i az ERICSSON BASESAND $642 40' •SF •� DIMENSIONS, WXWXD 22.8" X18.1" X3.5" WEIGHT 19.2 LBS / , t :r-- 41477 w: O l23 tti �; /1°/ 2 te ;/ONAL ENr= °/ N` Naos IT IS A VIOLATION OF LAW FOR ANY PERSON LIM.ESS THEN ARE ACING UNDER THE DIRECTION Of A LICENSED PROFESSIONAL ENONE * R TO ALTER THIS DOCUMEN. SITE GRE LINCOLN NAME r we omit 822 7TH ST GREELEY, CO 80516 els• r�,r b Ili. ' s EXISTING ROOFTOP SITE (L-SUB6 - CARRIER ADD) SHEET TITLE EQUIPMENT DETAILS 4 BBU DETAIL 5 NOT USED 6 NOT USED SHEET NUMBER SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. D-1 c:r ..., .y•(•y. ....en. ... .••u M.•'.w to v.a-..•OCY•C•u. .c.•: [w "*.C11••---- W. n,4.o,"• .M •. .. .. ��w... •-.04 ft.. - .,._ ..• ur•.Nlr -- - a Ui W z I 13012023 8 57 All P r NEW RRH -TrP BOLT ASSEMBLYA PAC -PIECE BRACKET venzonv' 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE. CO 801245453 (303) 694-3234 (Tva 2) NEW VZWC-BAND ANTENNA enN/ll EXISTING/NEW NEW SINGLE ANTENNA MOUNT PROVIDED BY ANTENNA MANUFACTURER (1) NEW VZW LTE ANTENNA EXISTING MOUNTING PIPE \� s° °°° . �• ;''•O � Y I i y � ° UNISTgUT P ° ° WOO ° °° ExISTINGINEw ANTENNA PIPE ° • ° ° ° r RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO I 80439 (720) 261-2064 • • s° ° PIPE STEEL CLAMP BY NEW SINGLE ANTENNA ° O WNUPACTURER O B MOUNT PROVIDED BY ANTENNA MANUFACTURER LUTZ, DAILY i BRAIN, LLC CONSUL TING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 NEW VZW RRH MOUNTED BEHIND ANTENNAS (ERICSSON 4408) EXISTING MOUNTING PIPE - 0 03/30/2023 CD'S FINAL TFL 1 LTE ANTENNA MOUNTING DETAIL 2 C -BAND ANTENNA MOUNTING DETAIL 3 RRH MOUNTING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. r 0 ND Oci .irar 40 3;►— 41477 v; O' ,Fs �`�e E� \ONAL i IT IS A VIOLATION OF UAW FOR ANY PERSON JiLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFES51ONAL ENGINEER TO At TER TWS DOCUMENT SITE GRE GREELEY, ROOFTOP (L-SUB6 LINCOLN 822 7TH EXISTING - CARRIER NAME ST CO SITE 80516 ADD) MOUNTING SHEET DETAILS TITLE ` ` r `'M3 Ek ( ] 4 NOT USED 5 1 NOT USED 6 NOT USED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. D-2 wt.- „lcai.��lWyk =. a. .•w ,.-., ?" 1,Tfl I=IF"►4".Oa" EMIltMM. C1.4.-4Thab ~1%ii/r...' an 4 I+arlie1T11 (J,at.t at.• ...3••AJI.. .t_tY4. '4I'. irtt* l' z N 19 2 X W 2 W O 0 Ui W r_ r - w 3 4 w ,n „ M1 C3 verizon 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 'N. `,� stPML _ r-- 0$1O0M1�1! - - ` --__ _ ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720)261-2064 n — "rl CI •:ma's j 1 hot - — , 1 a nee. 34 , 1 LI • \ . - II-,� `,.,` I I t o ;/ LUTZ, DAILY 1. BRAIN, LLC CONSULTING ENGINEERS 64DD GLENWOOD SUI .. OVERLAND PARK 1 KS 16620TE2002 _ '•. • f Cr ra/ a MN; M II �' , ---��•,� { �' —CS Pa* *MilkI>� Iq- 1 k I ti.y. A Pixie .4414- L► R\ 1 IC/N[ L 1: I 4.- Of s fLAli le CIS I a r I tip-I�OI/i' 0 03/30/2023 CD'S FINAL TFL� saiet . ,-... �s r ND 0 C/c -c mo't/ � •,- 41477 h,: G/Z O;11°/ ,S•IV 1/4../ en et 46 �s1°NAt EN N. { \ %Nil\ �`lli i` is A VIOLATION 0+- LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION. OF A LICENSED PROFESSIONAL ENGINEER. TO AL IER THIS DOCUMENT r-� - — • - Q P.O. IE �►i Wf•N I( -+�-C! # �1t=-YP^--�_ I ��'-� -'--�- _ r�-_�� _� � SITE GRE LINCOLN NAME • I '' • �•7• sywta Kiel: IV--. Li ►-�*�•11� r « I • i, I -� 822 7TH ST GREELEY, CO 80516 EXISTING I � — T e3 Pond 000420s. s.fade) .o - _ :iALit7--e�_____ n aa_.- •'-.i'i • • •�._TiAv{CIIN %ems I.I tlltalK 'I ROOFTOP SITE (L-SUB6 - CARRIER ADD) HARDWARE SHEET TITLE LOW PIM DETAILS " ` ` "I�a` 1 LOW PIM HARDWARE DETAILS SCALE: N.T.S. D-3 W a x 0 2 re 6 vI c5i w z C.; cr LTI 4 cr v JJ CC Ill F w a w n L a. en M verzon V 10000 PARK MEADOWS DRIVE. SUITE 300 LONE TREE. CO 801245453 (303) 6943234 NOTES 1. 1. ALL INFORMATION SHOWN IS PROVIDED BY SITE WALK PRE -AUDIT & SITE WALK PHOTOS. THIS INFORMATION MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO & DURING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND PLEASE CONTACT RETHERFORD ENTERPRISES ® (720) 233-7884. 2. CONTRACTOR TO INSTALL ALL NEW EQUIPMENT TO VZW STANDARDS AS REQ'D. t ti s QM Es ' ( r !<� ma t 1 NIAI.IIU I W t•Iltii4 ULUIUI/LII I4U I LU '1.1 1. R��E{{PL(nACE 2. (N5�ALL��jN�Wd�V. EXISTING f24V DC PLANT W/ NEW 5bA RECIIFIEF2S ->=- -e ` • � hitsyssI�`�I� - � RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 141 I! l 'IS), I .' " �. .rte MII t __ r4 ` a ir aII „I.:: _ 7 ',ly ___ RECT1 jigs r •,'. �1 I k I . . 0 I S CI 0 . m 1 : „K.:. �. e ID LUTZ, DAILY & BRAIN. LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 168202 -- as 4 . , - .. *Si. H •J, ; t - z _ t • - 10 INall 11 .all? \ rr�i • ,_ •- 0 RECT 3 al ~-- '. , , . RECT 7 %i M -- - RECT 4 f 0 03/30/2023 CD'S FINAL TFL _ o s _E'� ` / .4 RECT 8 x�_ = _FAYan RECT 5 �..�� s ^_� ,M - t. RECT 9 '' % ��R ?� 1 at i hi - ggt a s ii RECT 6 '�� , , `� - - - 41 .-- 41477 Y� 3o ,, en U • -': z �• � • .Y If MM � �r. _ I' is A VIOLATfN Of LAW FOR ANY PERSGN ..N. cuticle., @SS THEN ARE ACTING UNDER THE cutie., ii A LICENSED PROFESSIONAL ENGINEER 10 ALTER THIS DOCUMENT -- . ..LOAD POS CB PHASE VA VA PHASE CB POS LOAD - COMPRESSOR 1 3 2P50 B - B 2P15 4 AIR HANDLER 2 SITE GRE E LINCOLN NAME COMPRESSOR 2 2P50 9 8 _ _ 8 2P15 AIR HANDLER 1 LIGHTING 9 1P20 A - - A 10 RECEPTACLES 11 1P20 B - - B 2P40 12 SPARE EXISTING PDF & RACK RECEPTACLES 13 1P20 A - - A 14 RECT 1 15 2P30 B - - 8 16 2P� SPARE 17 822 7TH ST GREELEY, CO 80516 EXISTING EXISTING RECTIFIER & CONVERTER INFORMATION A - - A 18 t9 B B 2P40 SPARE CONVERTERS RECTIFIERS RECT2 2P30 21 A A QTY. MODEL QTY. - - 1P20 22 POWER LOSS RELAY MODEL 23 B B 1P20 7 C24/48-1500 3 R24-2500 TVSS 2P60 - - 24 FCI 25 A A 1P20 26 SPAR E 4 - - R243000 27 RECT3 29_ 2P30 A - - A 2P30 30 RECT? ROOFTOP SITE (L SUB6 - CARRIER ADD) RECT 4 31 2P30 B _ B 2P30 32 RECT 33 A - - A 34 8 RECT 5 2P30 2P30 RECT PDF SHEET & DETAILS TITLE PANEL A - - A 38 9 RECT 39 B - - B - 40 SPACE 6 41 2P30 A - - A 1P20 42 EXHAUST FAN SHEET NUMBER E-1 1 PDF RACK DETAIL 2 PANEL SCHEDULE SCALE: N.T.S. SCALE: N.T.S. ..."..W_.•.a. •lf 1.a ”e• 1.7s .9•IO.li••d.. :n .....< .a. - --~In 1.11RtiM• ,r6sarrl.C.. i3.1M1l4` .W..:....:. -.T.. — J 5 (1) NEW VZW LTE ANTENNA - NEW SINGLE ANTENNA MOUNT PROVIDED BY ANTENNA MANUFACTURER ,e NEW #6 SOLID TINNED GROUND WIRE FROM NEW RRH'S TO EXISTING GROUND BAR NEW VZW C -BAND ANTENNA 7 NEW SINGLE ANTENNA MOUNT PROVIDED BY ANTENNA MANUFACTURER NEW#6 SOLID TINNED GROUND / WIRE FROM NEW RRH'S TO EXISTING GROUND BAR • ni ierizo 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE CO 80124-5453 (303) 694-3234 / RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE. EVERGREEN I CO 180439 (720) 261-2064 TO EXISTING MASTER GROUND BAR 1 TO EXISTING �~ CABLE TO ANTENNA j MASTER GROUND BAR/ I NEW CABLE GROUNDING CLAMP KIT MECHANICAL/LUG CONNECTION . EXISTING SECTORL EXISTING SECTOR GROUND BAR NEW VZW RRH MOUNTED BEHIND ANTENNAS NEW MECHANICAULUG CONNECTION GROUND BAR CABLE TO EQUIPMENTU 0 0 r #6 AWG GREEN INSULATED COPPER GROUNDING CINDUCTOR r UP) LUTZ, DAILY i BRAIN, LLC CONSULTING ENGINEERS 6400 GLENVVOOD I SUITE 200 OVERLAND PARK I KS 166202 (ERICSSON 4408) EXISTING MOUNTING PIPE f• -- EXISTING MOUNTING PIPE 0 03/30/2023 CD'S FINAL TFL 1 LTE ANTENNA GROUNDING 2 C -BAND ANTENNA GROUNDING 3 TYPICAL CABLE GROUNDING DETAIL _,--�� SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. • NO r f - ER O0• GROUNDING NOTES 3M SCOTCH SUPER 33• VINYL ELECTRICAL TAPE APPROVED �� Q�i �{�t'1 :• 1 GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE 2. ALL GROUNDING DEVICES SHALL BE UL APPROVED OR LISTED FOR THEIR INTENDED USE. 3. ALL WIRES SHALL BE AWG THHNiTHWN COPPER UNLESS NOTED OTHERWISE. 4 GROUND WIRES SHALL BE #2 AWG BARE SOLID COPPER UNLESS NOTED OTHERWISE. 5. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC (CADWELDS) TO GROUND RODS, GROUND RING WIRE, AND FENCE POSTS UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL WHERE GROUND WIRES ARE CADELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH W GALVANIZED PAINT. 6. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO -HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET). CLEAN GROUND 1 - / � I .f%11/ fl ~ 414]] N: O2 4J .3 � F �� • .N� 616• ' 1 --- .a �NAi. • �\\�� IT ISA VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT (OR EQUAL) VAPOR WRAP SEALANT TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY BAR TO SHINY METAL AFTER MECHANICAL CONNECTION. TREAT WITH PROTECTIVE ANTIOXIDANT COATING. 7. GROUND CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURE'S GROUNDING KITS. 8. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE ` BEND SITE GRE GREELEY, LINCOLN 822 7TH EXISTING NAME ST CO 80516 •'� GROUNDING LEADS WITH A MINIMUM 8" RADIUS. �` , t�• 9. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF ` �, . • : JET LUBE, INC). PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD J 1 OR APPROVED EQUAL. _ TYPE VV TYPE VN TYPE NC TYPE SS TYPE GR 10. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION APPLY APPROPRIATE ANTI f OXIDATION PAINT. NEW COAX C.: TYPE VS TYPE V8 TYPE PT TYPE GT' ROOFTOP SITE (L-SUB6 - CARRIER ADD) NOTES' 1) ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT 2) MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. SHEET GROUNDING DETAILS [ TITLE I SHEET NUMBER G-1 4 WEATHERPROOFING DETAIL 5 CADWELD DETAIL 6 GROUNDING NOTES SCALE: N.T.S. SCALE: N.T.S. w W z w a et CC 0 LL W Z 5 a wa C In 5 FIELD VERIFY 4 Jlie 4, 1•. AIR ANTENNA MOUNT TATA. PROPOSED r XSTR (SCH MO) PIPE MOUNT TYP Of 1 FIELD VERIFY LENGTH FOR RAUCENIER ANU MOUNTING BRACKET PROPOSED SITEPROI SCPIOW CI AMPS, TOP AND BOTTOM, PLACED OUTSIDE OF EXISTING STANDOFF ARMS EXISTING CONCRETE WALL EXISTING STANDOFF MOUNT 10 REMAIN ' FIELD VERITY e 1 2 tO i 'V COMMSCOPE ANTENNA MOUNT N.T.S. 41 PROPOSED X X-STR (SCH 0.71 PIPE MOON' TYP OF 7 FIELD VERIFY LENGTH FOR HAACtN kI4ANU MOUNTING BRACKET PROPOSED Alt U-BOL I S TO EXISTING MOUNT ANGLE DRILL NEW 91'6. HOLES IF REQUIRED FOR NEW PIPE LOCATIONS EXISTING 2 BRACKET AND tl-B(X TS TO REMAIN EXISTING CONCRETE WALL EXISTING STANDOFF LIOLTNT TO RF MAIN GENERAL STRUCTURAL NOTES: t DESIGN INFORMATION AND GENERAL REQUIREMENTS 1 CODES a. DESIGN CONFORMS TO IBC 2018 AND WELD COUNTY DESIGN CRITERIA. D AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 14111 EDITION c. ALL DESIGNS SHALL CONFORM TO ABOVE. CODES AND ARE CERTIFIED BY A STRUCTURAL ENGINEER 12 LOADS a WIND LOAD SHALL BE 110 MPH ULTIMATE BASED ON ASCE T-16 AND WELD COUNTY I UhUURMI I UU. L.I41 LUU 11 I MIIL uJLLJ 1 1 ' I IL ULJIUu4. a3CUN UM, VARLI. VIM{ T ALL OPALrIylUN4L ELL DaIIONS TINU EXITS J111G UCN/ul Iv! la PRIOR TO PROCEEDING WITH THE WORK. D REFER TO MODIFICATION DESIGN CALCULATIONS FOR CHECK Of EXISTING MOUNT AND CONNECT IONS. 7 STRUCTURAL STEEL 2,1 MATERIALS AST RUC IURAL ST ELL. A992 B.MISC & PLATE. ASTM A36 U.N.O C.HSS ASTM A500 GRADE B, Fy*46 Xsl D PIPES .. ....... ASTM A53 GRADE E.W.BOLTS .SAE GRADE 5 U.41.O FELOING ELECTRODES _ .... _ ..AWS A5 1 (E70XX) G.STEEL CONSTRUCTION SHALL CONFORM TO 'SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS - AL LOWABLE STRESS DESIGN b PLASTIC DESIGN". II WELDING SHALL CONFORM TO AWS D1.1 -STRUCTURAL WELDING CODE" I.THE FABRICA TOR SHAT L FURNISH CHECKED SHOP AND ERECTION DRAWINGS TO THE ENGINEER. AND OBTAIN APPROVAL PRIOR TO FABRICATING ANY STRUCTURAL STEC. SHOP DRAWINGS SHAT_ CONFORM TO AISC 'DETAILING FOR STEEL CONSTRUCTION' 2.? CONNECTIONS ASHOP CONNECTIONS MAY BE BOLTED OR WELDED. B.FTELD CONNECTIONS BOL TED WITH A325 -N BOLTS (INSTAL LEE) SNUG TIGH I ) UNLL SS OTHERWISE SPECIFIED OR IF WELDED CONNECTIONS ARE NOTED ON DRAWINGS C FIELD CONNECTIONS SHALL BE MADE WI I HIGH TENSILE BOLTS AND HANDLNLD WASHERS EXCEPT AS INDICATED ON THE DESIGN DRAWINGS. D CONNECTIONS NOT SHOWN ON DRAWINGS SI ALL BE DESIGNED BY Tiff STEEL FABRICATOR E.CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC -SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- AND AISC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' F.DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER. 2 3 FINISHES A.SIRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A123. BALL STEEL SHALL BE CLEANED OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS AND BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. C.FIELD FABRICATIONS SHALL SE TREATED WITH IfiC COLD GALVANIZING COMPOUND OR EQUAL PRIOR 1O ASSEMBLY D,BOLTS AND NUTS SHALL BE HOT DIP GALVANIZED PER ASTM A153 DISCLAIME R/ASSUMPTiONS: a ABSOLUTELY NO FIELD WELDING PERMITTED. D. IF REQUIRED BY JURISDICTION, CONTRACTOR TO PAINI ALL WALLS AND EXPOSED MEMBERS/HARDWARE TO MATCH. C. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. d. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO GET A RIGGING PLAN IF REQUIRED a. FIELD VERIFY FINAL LENGTH OF NEW PIPES FOR REQUIRED RAD CENTER. ver1z0n1 ' 0000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 RFTHFRFf1RD FNTFRPRISFS INC 7O93 SILVERHORN DRIVE EVERGREEN I CO 180439 (/2O)261 -2O64 $YMTL'7TS47. Wit. t Atka .w OK STRUCTURAL ENGINEERING, LLC 4 MA1 T FEN TON DRIVE LITTLE FERRY 1I1.1 101643 J 0 01/03/23 ALPHA MOUNT DFSIGN DR 01/03/2023 OANI_t F. RECKER) P E. COLORADO PROFESSIONAL ENGINEER t ICENSL • 52731 (L*P t(ri1/7C73) SITE NAME GRE LINCOLN 822 7TH STREET GREELFY, CO 80516 EXISTING TELECOMMUNICATIONS SITE (5G L-SUB6 - CARRIER ADD) SHEET TITLE MODIFICATION & DETAILS f SHE NUMBER S-1 LAND USE APPLICATION FOR WIRELESS COMMUNICATION FACILITY EQUIPMENT UPGRADE AT 822 7TH STREET, GREELEY (CHASE BUILDING) - RETHERFORD ENTERPRISES, INC., FOR VERIZON WIRELESS, AND CITY OF GREELEY APPROVED AS TO SUBSTANCE: Elected O cial, Department Head, or Deputy Department Head APPROVED AS TO FUNDING: 604 ilorni Chief Financial Officer, or Controller APPROVED AS TO FORM: County Attorney - A3.07 Hello