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2625 120th St W - Zoning Permits & Plans41* City of Eat - - ° - -^ For Office Use j Permit #: J t✓ _ � �,O i t I t I Date Received: I ZONING PERMIT APPLICATION I DO COQ 0 ? Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. G:16uild'mg InspedonsWERMIT APPLICATIONSl201112011 Pemet APPlications r� 0 2 ails w all, qool R 01 2 O Q W O t� J Z W T F- N Z N p > � I 0 r z a �o F O nW w w oV) 0 I io ;R ■ap e a DEBBIE 9i0000�o�i '�OIOIAI�AIAI r� 0 2 ails w all, qool R 01 2 O Q W O t� J Z W T F- N Z N p > � I 0 r z a �o F O nW w w oV) 0 I io ;R ■ap e a Product Specifications TMBXX - 6517 -R2M Performance Tracking Between Uplink And Downlink Frequency Pair Beam Tilt Accuracy 0.50 ° Gain Variation 1.0 dB Horizontal Beamwidth 9.00 Mechanical Specifications Color Light gray Connector Interface Connector Location Connector Quantity Wind Loading, maximum Wind Speed, maximum 7 -16 DIN Female Bottom 668.0 N @ 150 km /h 150.2 lbf @ 150 km /h 241.0 km /h 1 149.8 mph OLIC)q ANDREwe A CommScope Company Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 2.0 Actuator TMBXX- 6517 -A2M g m RET System Teletilt@ NCLUDED PRODUCTS TM600899A -2 Downtilt Mounting Kit for 4.5 in (114.3 mm) OD round members www.commscope.com/andrew @2010 CommScope, Inc. All rights reserved. All trademarks identified by @ or TM are registered trademarks or trademarks, respectively, of CommScope.All specifications are subject to change. page 3 of 5 See www.commscope.com /andrew for the most current information. 8/25/2010 PCSX065 -18 -xH X -Pol / 65° Az / 19.2 dBi 78 1 Frequency: MEMMOMM 1850 - 1990 MHz Gain: 19.2 dBi (17.1 dBd) Input Impedance: 50 Ohms VSWR: <1.4:1 Polarization: ±45' Electrical Downtilt (x): 0',2',5' Inter -Port Isolation: >30 dB Azimuth Beamwidth: 65° Elevation Beamwidth: 5.0° 1st Upper Sidelobe: < -16 dB 1st Null: > -20 d6 Front to Back Ratio: >25 dB Intermodulation: < -153 dBc for 2 x 20W carriers Input Power: 2 x 125W Input Connector Type / Location: 2 x 7/16 -DIN Female / Rear Operating Temperature: -40 °F ( -40 °C) to +140 °F ( +60 °C) go Elevation Pattern 5° Issue 1006 - © 2006 JAYBEAM Wireless reserves the right to modify or amend any antenna or specification without prior notice. www.jaybeamwireless.com Pam Dudziak I E> v` O 1 From: Debra Weiss [ debra .weiss @eaglepeakconsulting.com] Sent: Monday, April 30, 2012 4:14 PM To: Pam Dudziak Subject: RE: T- mobile zoning permits 4888 Pilot Knob Road: T- Mobile is the top mount (T- Mobile used to be APT). The "future carrier" is for another carrier that might want to locate on this tower. This tower as well as the others that T- Mobile is doing maintenance or replacing antennas are designed for "Multi carrier" use. If this tower is designed to hold another complete carrier = 9 to 12 panel antennas just like the ones that T- Mobile wants to replace. There is no question that this tower can handle an additional 165.6 #Ibs Existing antennas (6) = 79.2# Proposed antennas (6) =- 244.8# = 165.6# additional weight... 1930 Diffley Road The new antennas will be installed just the same as the old ones... 85ft and 90ft - if fact you would not of even known that we had replaced them because of how they are concealed Again this structure is designed to hold a complete additional carrier of 9 to 12 panel antennas.... Overall added weight = 100.8# to 311.40# = 210 #lb -22625 120`" Street T- Mobile (formerly APT) is at the 77ft RAD Overall added weight is 165.6# Ibs This is a Sprint owned monopole. The proposed changes to T- Mobiles antennas has to be approved by CCI —which is done internally Overall added weight is 165.6 #Ibs Pam, T- Mobile has been around for a long time ... and they have all their own bells and whistles they have to go though prior to even proposing to their corporate the changes. In this case, it is a simple maintenance of swapping out antenna panel for antenna panel. No changes to cables, wiring, cabinets, or alike. Just "1 for 1" replacement of the Panel antenna. Regards, Debra Deka 1 Weiss SSC Mobile: 612.805.0575 Email.• debra, weissOeac llepeakconsultina, com Agent representing T- Mobile IDLlo� From: Pam Dudziak [ mailto :pdudziak @cityofeagan.com] Sent: Monday, April 30, 2012 2:35 PM To: ' debra .weiss @EaglePeakConsulting.com' Subject: T- mobile zoning permits 4888 Pilot Knob Road (Chapel Hill Baptist Church) Is T- mobile's antenna the lower mount on this tower, identified as "future carrier"? New antenna is 28 lb. heavier. Twice as wide and twice as deep as existing. 1930 Diffley Road (Christ Lutheran) New antenna is 23 lb. heavier. Twice as wide and twice as deep as existing, same length. Ensure that new antenna is fully concealed behind screen panels on tower. This plan shows two mounting heights for antenna. Which one is being changed out, or does T- mobile use both, and are they both being changed out? -+2625 120th Street (VFW Tower) Existing monopole =100' height Is T- mobile installation the "APT" one, at the lower (77') mount height? New antenna is 28 lb. heavier. Twice as wide and twice as deep as existing, 2.5" longer. Pamela Dudziak I Planner I City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1651-675-56911651-675-5694 (Fax) I pdudziakna.citvofeagan.com 'DIP a THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. City {� Eajan For Office Use --- -Uf I Permit M I I 3830 Pilot Knob Road Eagan MN 55122 i Date Received: Phone: (651) 675 -5685 `---------------- Fax: (651)675 -5694 Email: Planning citvofeagan com G :%Building inspections TERMITAPPLICATIONS1201IX2011 PennitApplications RECEIVED AUG 0 7 2012 Pam Dudziak 106 7�52r" From: Provance, Kevin S [ProvanceKS @BV.COM] Sent: Monday, September 10, 2012 10:48 AM To: Pam Dudziak Cc: Miller, Trevor; Plante, Bret; Stoner, Kelly Subject: 2625 120th Street West (Rosemount VFW Sprint Site) Attachments: 2625 120th Street West Revised Construction Drawings.pdf Pam, As per our conversation on Thursday, September 6, 2012, here are the revised construction drawings with the required notations regarding painting the exterior of the existing Sprint Shelter. Please see the bubble call outs on Sheet GN -1 (General Construction Notes # 23 -25) & Sheet A -3 (Site Elevation Drawing — See Shelter and Notes # 8) regarding the notations. These notations /conditions are what we agreed upon last Thursday, September 6, 2012 . The shelter shall be painted to similarly match the other carrier's existing shelter (Tan /Beige Color) and this shall be done within 90 days from the date of zoning approval, providing pictures of outcome, prior to construction being completed. Could you please review the revised construction drawings and process this zoning application as soon as possible? We would like to expedite this site and have the shelter painted and construction completed as soon as possible. Also, if you could please send an electronic copy of the zoning approval to me and everyone copied on this email it would greatly appreciated. I thank you in advance for your help and patience regarding this past issue. Best, KEVIN S. PROVANCE, APA, AICP I LAND USE PLANNER /PLANNING MANAGER, TELECOM DIVISION Black & Veatch 15885 Meadows Road, Suite 700, Lake Oswego, Oregon 97035 +1503- 443 -4463 r 1 +1503- 443 -4499 F 1 +1503- 449 -3173 M I Provanceks @bv.com Building a World of Difference.0 Please consider the environment before printing my email Please note that the information and attachments in this email are intended for the exclusive use of the addressee and may contain confidential or privileged information If you are not the intended recipient, please do not forward, copy or print the message or its attachments. Notify me at the above address, and delete this message and any attachments.Thankyou. Pam Dudziak /66 755" From: Pam Dudziak Sent: Thursday, September 06, 2012 12:53 PM To: 'Stoner, Kelly' Cc: Dale Schoeppner; Erik Slettedahl Subject: RE: Sprint - 2625 120th St. W. (BU 878460 - MS03XC663) Kelly, I spoke with Kevin from Black and Veatch this morning. We discussed a cream /tan /beige paint color for the shelter building. That is what my 2010 correspondence said, a color similar to the other equipment shelter at this site. He also said the plans would be revised to reduce the mounting height of the antennas to not more than 100', as well as to include a note that the shelter building will be painted. I will watch for revised plans, and once those issues have been addressed and documented, then we can issue the zoning permit. Thank you. Pam Dudziak Pamela Dudziak I Planner ( City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1651-675-56911651-675-5694 (Fax) I pdudziakD-citvofeaaan.com E1 p THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Stoner, Kelly [mailto: Kelly. Stoner@crowncastle.com] Sent: Thursday, September 06, 2012 12:20 PM To: Pam Dudziak Cc: Dale Schoeppner; Erik Slettedahl Subject: RE: Sprint - 2625 120th St. W. (BU 878460 - MS03XC663) Hi Pam, Sprint will be lowering their antennas so that the tips of their antennas do not exceed 100'. They are currently revising their construction drawings to reflect this and I'll forward them on to you as soon as I receive them. Will you please confirm exactly what color paint is required for the shelter? They would like to get the ball rolling on getting it painted as soon as possible. Thanks! Kelly Stoney' Property Specialist - St. Louis District Crown Castle Ph: 724- 416 -2342 Fax: 724 - 416 -4342 Email: Kelly.Stoner @crowncastle.com From: Stoner, Kelly Sent: Tuesday, August 28, 2012 11:24 AM To: 'Pam Dudziak' Cc: Dale Schoeppner; Erik Slettedahl Subject: RE: Sprint - 2625 120th St. W. (BU 878460 - MS03XC663) /,/) 6 - -75� Hi Pam, I have forwarded your info about the height of the antennas to Sprint and will be in touch as soon as I receive a response from them as to how they want to proceed (i.e. apply for a new CUP or lower their centerline so that the tip of the antennas is 5 100'. 1 also want to reiterate that Sprint will be adding 3 antennas, 6 tower mounted amplifiers and 3 lines of coax to their existing configuration on the tower and 2 cabinets on their existing platform. The old equipment will eventually be removed but for a period of 6 months or so, there will be a redundancy of equipment at this site. With that being said, are you sure that a BP is not required? Sprint also confirmed to me yesterday that they agree to paint the shelter. They were wondering if you could make that a condition of the zoning and /or BP approval or if it has to be done prior to your review of our application(s). Please advise. Thank you in advance for your continued help with this project! I look forward to your response, KeLLy Stan W Property Specialist - St. Louis District Crown Castle Ph: 724- 416 -2342 Fax: 724- 41.6 -4342 Email: Kelly.Stoner @crowncastle.com From: Pam Dudziak [ mailto :pdudziak @cityofeagan.com] Sent: Friday, August 24, 2012 5:27 PM To: Stoner, Kelly Cc: Dale Schoeppner; Erik Slettedahl Subject: Sprint - 2625 120th St. W. (BU 878460 - MS03XC663) Kelly, I am following up on your submittals for changing out Sprint equipment on the above existing monopole. We have received both a Zoning Permit application and a Building Permit application from you. Because the monopole is governed by a Conditional Use Permit and performance standards in the Zoning Ordinance apply, the Zoning Permit is required. However, since the proposal is not for new /additional antenna, and does not involve construction of a building >120 s.f., a building permit is not needed. The 1996 CUP was issued for construction of a 100' monopole on this site. One condition of that permit requires that no equipment be in excess of 100'. The plans you submitted show antenna arrays projecting above the 100' monopole height. Therefore, to maintain compliance with the CUP, the plans need to be revised to provide a lower mounting height, or a new CUP application will be necessary to allow increased height. Please let me know how you wish to proceed. In addition, I previously contacted you about painting the equipment shelter, which we had brought to the tower owner's attention in 2009 -2010. Please let me know what you have found out from the owner in that regard. Thank you. Pam Dudziak /,/) v 7 6' Pamela Dudziak ( Planner ( City of Eagan' City Hall 1 3830 Pilot Knob Road I Eagan, MN 55122 1651-675-56911651-675-5694 (Fax) I pdudziakOcitvofeagan.com My of a n THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. August 6, 2012 City of Eagan Planning & Zoning Dept Eagan Municipal Center 3830 Pilot Knob Rd. Eagan, MN 55122 Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 /06 -75� Kelly Stoner Tel (724) 416 -2342 Fax (724) 416 -4342 www.crowncastle.com Sent via email (planning(&7cit orfeagan.com) RE: Tower Site: Rosemount VFW Located at: 2625 120' Street W. Site #: 878460 ZONING PERMIT APPLICATION FOR SPRINT UPGRADES To Whom It May Concern: Crown Castle would like to apply for a zoning permit for modifications to the existing tower site located at: 2625 120th Street W. In particular, Sprint's Network Vision equipment upgrades will consist of adding 3 antennas, 6 tower mounted amplifiers, and 3 lines of coax to the existing configuration on the tower and add 2 cabinets to their existing platform in the compound. After an interim period of 6 months or so, Sprint will remove their existing equipment and only the new Network Vision equipment will remain as the final configuration. The attached packet includes the completed zoning permit application, original site plan, and Sprint's construction drawings. If you need any additional information or documentation, please do not hesitate to me at 724- 416 -2342 or Ke11y.StoneE@crowncastle.com. Please return the permit to me via email or fax at your earliest convenience. 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U 2 K I a K Q Q U z Lij 0 U2 O 3 City of Eagll 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5685 Fax: (651) 675-5694 Email: planninq(Wcitvofeaaan.com For Office Use Permit #: Date Received: ZONING PERMIT APPLICATION p Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Type of Work Site Address: Z( Z5 J ZO 114 �j�C-e t ki ?OSP,Y14 4+ J 50 (5 Owner Name: V )O 6c, f S i wia / v4c t `5l ;c9✓1„$ Name: A C� O / Phone: 7Z( ' 1(,- ? Address: 11 Gtci✓l v,,e (-,l C r tS TL 2 ZO City/State/Zip: C/'A4eV1 5 br . w4 Js -.3d .r;/ ,�� Date: /—Z?-/- r ,r�Ca � A2ThJi�/63 e._, ,c7,0,,,,,,,,, -/k. Caryl 0 Retaining Wall <4 feet 0 Driveway Other:7•eiae9rirvtu,nic ,m05 %mwi/ ❑ Patio 0 Sport Court ❑ Sidewalk At ((�� 0 Fence J j j q ( j Description of work: l► O((t *' CGi"1-1,A i Cali.$ , to Lao low-er, ko citc,rtPte i A 4's11T-1er50! Applicant Signature: Email address: Planning , Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc. App9ve'd / Denied Date: / Z 3 / Staff: Er- ` � >C ` Revised Plans Approved: Yes No Date: Staff: Engineering Grading, drainage, utiitl easements, wetlands, erosion control, improvements in the Right -of -Way, etc. Approved / Denied Date: Notes: Staff: Revised Plans Approved: Yes 1 No Date: Staff: Comments CALL BEFORE YOU DIG. CaII Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orn G:\Building Inspections\PERMIT APPLICATIONS\201112011 Permit Applications b i alliPAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215-3708 Date: November 20, 2012 Branden Woodard Crown Castle USA Inc. 11 Grandview Circle, Suite 220 Canonsburg, PA 15317 724.416.2537 Paul J Ford and Company 250 E. Broad Street, Suite 1500 Columbus, OH 43215 614.221.6679 rkoors@pjfweb.com Subject: Structural Analysis Report Carrier Designation: Crown Castle Designation: T -Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Al Q0436A N/A 878460 *ROSEMOUNT VFW: 205555 551783 162014 Rev. 3 Engineering Firm Designation: Paul J Ford and Company Project Number: 37512-1479 R1 Site Data: 2625 120TH STREET W., ROSEMOUNT, Dakota County, MN Latitude 44°46'35.32", Longitude -93° 7'2.83" 100 Foot - Monopole Tower Dear Branden Woodard, Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 504677, in accordance with application 162014, revision 3. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following Toad case, to be: LC7: Existing + Reserved + Proposed Equipment Note: See Table l and Table it for the proposed and existing/reserved loading, respectively. The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 80 mph with no ice, 37.6 mph with 1 inch ice thickness and 50 mph under service Toads. We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA Inc. If you have any questions or need further assistance on this or any other projects please give us a call I hereby cwrtiiy thr:t dila plan, speci- flratton, or rvort. was prepared by mo or under my direct ern and thet i ern a duly Licer-sad Ptnfessloriai Enginoer or Archlieet under th-- laws of the Elate of Minnesota. Sufficient Capacity Respectfully submitted by: Bob Koors, E.I. ccv Structural Engineer tnxTower Report - version 6.0.3.0 Print Maine: , KUm 't J• St�'A t 1 a Slggnature. Date It/2o1217' 1.1e,ise7A 10798 PAUL 3. FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215-3708 Date: November 20, 2012 Branden Woodard Crown Castle USA Inc. 11 Grandview Circle, Suite 220 Canonsburg, PA 15317 724.416.2537 Paul J Ford and Company 250 E. Broad Street, Suite 1500 Columbus, OH 43215 614.221.6679 rkoors@pjfweb.com Subject: Structural Analysis Report Carrier Designation: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Branden Woodard, T -Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Al Q0436A N/A 878460 *ROSEMOUNT VFW* 205555 551783 162014 Rev. 3 Paul J Ford and Company Project Number: 37512-1479 R1 2625120TH STREET W., ROSEMOUNT, Dakota County, MN Latitude 44° 46'35.32'; Longitude -93° 7'2.83" 100 Foot - Monopole Tower Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural Integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 504677, in accordance with application 162014, revision 3. The purpose of the analysis is to determine acceptability of the tower stress level Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existingheserved loading, respectively, The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 80 mph with no ice, 37.6 mph with 1 inch ice thickness and 50 mph under service loads. We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA Inc. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Bob Koors, E.I. Structural Engineer tnxTower Report - version 6.0.3.0 100 Ft Monopole Tower Structural Arwlysis Project Number 37512-1479 R1, Application 162014, Revision 3 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 — Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity 5) APPENDIX A TNX Tower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 6.0.3.0 November20, 2012 CC/ BU No 878460 Page 2 November 20, 2012 100 Ft Monopole Tower Structural Analysis w CC/ BU No 878460 Project Number 37512-1479 R1, Application 162014, Revision 3 Page 3 1) INTRODUCTION This tower is a 100 ft Monopole tower designed by VALMONT in July of 1996. The tower was originally designed for a wind speed of 95 mph per TIA/EIA-222-E. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIPJEIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 80 mph with no ice, 37.6 mph with 1 inch ice thickness and 50 mph under service loads. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft) Center Line,,.,Antenna Elevation (ft) Number Antennas Manufacturer Antenna Model Number of;Feed Lines Feed Line'. Size (In) Note 79.0 79.0 6 andrew ECC1920-VPUB 1 1-3/5 - 6 F 3 andrew TMBXX-6517-R2M w/ Mount Pipe nokia FRIG 3 nokia FXFB 1 raycap ASU9338TYP01 3 rfs celwave ATMAA1412D-1A20 tnxTower Report - version 6.0.3.0 Es 100 Ft Monopole Tower Structural Analysis Project Number 37512-1479 R1, Application 162014, Revision 3 Table 2 - Existing and Reserved Antenna and Cable Information November 20, 2012 CC! BU No 878460 Page 4 Mounting Level (ft) Center LineAntenna Elevation (ft) Number of Antennas Manufacturer Antenna Model Number of Feed Lines Feed. Line Size (in) Note 97.0 100.0 3 powerwave technologies P90-15-XLPP-RR w/ Mount Pipe 3 1-1/4 2 3 samsung telecommunications RRH-C2Aw/EXT FILTER 3 samsung telecommunications RRH-P4 97.0 1 tower mounts Platform Mount [LP 602-1] - - 1 85.0 87.0 2 andrew VHLP2-18 3 2 3 1/4 1/2 3/8 1 2 dragonwave HORIZON DUO 3 motorola Vx DAP I/II RF Module 3 powerwave technologies P65-18-XXW2-R w/ Mount Pipe 85.0 1 tower mounts Side Arm Mount [SO 101- 3] 79.0 79.0 3 andrew E15S09P94 - - 3 1 andrew ETW190VS12UB 2 andrew ETW200VS12UB 3 andrew TMBX-6517-A1 M w/ Mount Pipe 3 andrew TMZX-6517-R2M w/ Mount Pipe 1 tower mounts T -Arm Mount [TA 602-3] 12 718 1 Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source 4 -GEOTECHNICAL REPORTS American Engineering Testing, Inc. 1557666 CCISITES 4 -TOWER FOUNDATION DRAWINGS/DESIGN/SPECS Black & Veatch 2032878 CCISITES 4 -TOWER MANUFACTURER Valmont, 07/25/1996 DRAWINGS 2125317 CCISITES 3.1) Analysis Method tnxTower (version 6.0.3.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report - version 6.0.3.0 100 Ft Monopole Tower Structrral Analysis Project Number 37512-1479 R1, Application 162014, Revision 3 3.2) Assumptions November 20, 2012 CC/ BU No 878460 Page 5 1) Monopole was fabricated and installed in accordance with the manufacturer's specifications. 2) Monopole has been properly maintained in accordance with manufacturer's specifications. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J Ford and Company should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section (ft) Component Typ. SizeElement Critl p fK) SFP_aliow % Capacity Pass !Fall L1 100-55.8333 Pole TP26.5x17x0.219 1 -6.15 930.61 56.0 Pass L2 55.8333 - 27.0833 1 Pole TP32.23x25,1858x0.281 2 r -9.27 1453.21 64.5 Pass L3 27.0833 - 0 Pole TP37.5x30.6128x0.344 3 -14.41 2139.62 63.7 Pass Summary Pole (L2) 64.5 Pass RATING = 64.5 Pass Table 5 - Tower Component Stresses vs. Capacity — LC7 Notes Component Elevation (ft) % Capacity Pass /Fall 1 Anchor Rods 0 45.4 Pass 1 Base Plate 0 38.4 Pass 1 Base Foundation Steel 0 25.9 Pass 1,2 Base Foundation Soil Interaction 0 82.4 Pass Structure Rating (max from all components) = 82.4% Notes: 1) See additional documentation in "Appendix C — Additional Calculations' for calculations supporting the % capacity consumed. 2) Foundation Analysis Notes: According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee, held in January 2010, the existing caisson foundation was analyzed using the methodology in the software 'PLS -Caisson' (Version 8.10, or newer, by Power Line Systems, Inc.). Per the methods in PLS -Caisson, the soil reactions of cohesive soils are calculated using BCD Independent of the depth of the soil layer. The depth of soil to be ignored at the top of the caisson is the geotechnical report's recommendation, or the greater of the frost depth of the site or half of the caisson diameter. tnxTower Report - version 6.0.3,0 L L_ BOTTOM OF ROWER STEEL 1 97 FT LEKL(PROPOSEO) REF. DWG. 878460. A_97_Idc P BS 7 PE7, 0W0.. R7 87846OA8O .j E 79 FI LEVEL (PROPOSEO1 CT INSTALLED) REF. 090. 878460A79_I& _P SPRINT PGS J CI.EARPPRE CORP T T-MO&LE J BASE PLATE ELEV•O —0 L J BMSINESS UNIT. 070400 TOWER 0 0' 616 s CROMN REGION ADDRESS USA 1 a O iG oSAP EE kr R 111 5 5 111 5 5 A 3 .198E1.0.8 VEPIPE 5 g9gl i§a 1111 aa1 1111 141 6I m O .2 0 w O Y J Z g a O O O EY CD 2 OPERATING LEGAL ENTITY; T -MOBILE CENTRAL LLC BUSINESS UNIT:878460 TOWER W J 0 V) a 0 5 z O - LT] W J G IOi9l :OI ddY SSIflIG]MN (-WS 0900[-N1d-51J 41 WAIN 11.0 111011. irkl 111N1.111. L.1.4. V 143 NOI1d01O530 31Y0 'ON SNOiSbVa a O iG oSAP EE kr R 111 5 5 111 5 5 A 3 .198E1.0.8 VEPIPE 5 g9gl i§a 1111 aa1 1111 141 6I m O .2 0 w O Y J Z g a O O O EY CD 2 OPERATING LEGAL ENTITY; T -MOBILE CENTRAL LLC BUSINESS UNIT:878460 TOWER W J 0 V) a 0 5 z O - LT] W J G IOi9l :OI ddY SSIflIG]MN (-WS 0900[-N1d-51J LL SW GROWN REGION ADDRESS USA WW WF^ 65 s IR "INEZMIYA WW WF^ Gil ICatlN .A*11:11=11.41 o z5 ul�N \wI o ►vI R.11r LMI MI O :... . fi I 1101 ..4441, EMMY/ om N0I dINJ530 mums row mo1) 4�3 gUQ HV f s s 1 1 Z a F 0) 0 b r T 3 ,0 -,OS trA Gg Oo 80 (V3W ONnodrio0) .12 .0I ,[ � o, .q WW WF^ o z5 ul�N o $ "8"<O<`� io ;:i < .a 1 N ✓14 om row " U.niof au• zo � IrJ LAU : o 3:c1 - • ::° Ate• < 1 ,Z -,9l 3 7 i .0-,0Z V N -- BUSINESS UNIT: 878460 2 0 H as 90/[I/[.3L10 (-))30 moot -NW-9N] Mobile • -Mobile WAY PLAZA #1100 ON, TEXAS 77046 Z. C.) dG © F Q 1ST S ?V �3 I hereby certif/ that thin plan, specification cr report ns prepared by ale or under U. direct supervision and that 1 an. a'du1J Licensed Professional Engineer ender the ton of the State PPrint lave: TIM K. FSANGE Miniature: 71v(01474.41.c." Date 011092013 Licensee 26253 PEI 26753 DP. 06/30/2014 WE WFORM*ou: ROSEMOUNT VFW Al 00436A 395 MIN STREET ME RgBEMWNT, MM SKIM 1 0 �E�pp?K`i �F tzio w ffi 1 x N U td - to U n PROJECT TYP 1 -61 O wZ CO Z c0 V.2 W N ct 2 U Vlobile • -Mobile WAY PLAZA #1100 'ON, TEXAS 77046 g S D ; Le. 3 ems eA% Ugii N Nii 1 hereby certify that this plan, specification or report vas prepared by me or oder ny direct ssperrtsion and that 1 an a duly licensed Professional Engineer ander the laws of the State of Miniesota. Print lase: TM' K. FRAMGE Signature: 7:....11.- Date 01/09/2013 License • 26Z53 PER 26253 EXP 09/30/2014 gm irstwra.ow [ ROSEMOUNT VFW A100436A 26251201TISTREET 1.1. wosamourr, Par. 59080 p 1 r_ OW 6042.11. ' 7 mairmmer sue 9-ql!'9 ..... O. 14 osms nto mosaic. 1 lg FV1 I 7 't. ;.1" 5wrjw 5zw id 8 044 (AI RALL SITE PLAN 0 1 6 4.21 VOL 'BO - BBBO - BOO.B4S - 0-B,Baolt-444i LBOOMSBPS-VBIOtgio �9t:t1 - t464 'W — - _,. - F»•aK - 0 P+N<afl &% .110.106011-y909 01, iereby certify that this plan, twit 'came or Tort eat prepared by me or seder y direct unristea and that I an a duty ;Licensed fesstontl Eeptneer ander the taws of the State Nlenesota. Tat Nov //TIM.iC, FRAMGE ;nave:%r.t- A.gtt? 1. xrE......A.TaN ROSEMOUNT VFW A100436A 2525120TH STREET W. ROSIDAOUNT. IN 55000 ITE ELEVATION & ANTENNA PtAN LAYOUTS. 0 ■ rimmoil ZW 0 © ■3f_x ■ E2,8 ■ 5 teal G ag Com; tl C if" 4'F 037f1c130 310 01gfi UI fM1y ( t.e 4t' Q LL h701!SinII Q z _ N Le 9 9G9 °� s.../3.0 . J/ E .�� y a W o O 9i. O �K01 \�� I— O .war 3 [ ..,>- A' lb y4 Qt 2 3 i � 9350dOtld men,, Eli u g € . q -g\ ¢ CV 6 N 11! Q CO 11 ti 11 TOWER FOIMDAT ON 15 D S ED. INSTALLED/ERECTED UNDER SEPARATE AND S NOT PART OR CONSIDERED OR ANYWAY TO M PART OF THIS CONTRACT. 'MOWN FOR NIUSTMMiN ONLY ANO TOR f APPURTENANCE(S). LYSIS. DONE BY PAUL.. .1. FORD ANO MED 11/20/2012 LYSIS DOW 5Y OTHERS .'- tall 4 roo Erb c=9a El A In lini O iii a w J Vi g4 r4 h z �9t:t1 - t464 'W — - _,. - F»•aK - 0 P+N<afl &% .110.106011-y909 01, 9tOLL SV Cal NO. IX)i1C VZY1d AVM iigoyQ- • ajtgoI • I Sail1 1 I hereby certify that this plan. specification or report was prepared by me or under my direct sapervtsion and that I an a :duly Licensed Professional Enyheer under the les of the Stet, of Minnesota. Print Mie:///TIM K. FEAAIGE Signature: ('..sem it rNd, Date 01109!2013 Licenser 26253 PO 20253 EXP. 00/37/2014 [31.1.01..011, ROSEMOUNT VFW Al 00436A as 'MMSTP.EET W. Rowed c, NMFMCI 0 ficvleaohs N 0 w y J J z Fw LOCI CO 0 0z 0 ay N Mer W y 0 z z SCALE: N.T.S. • 8 I hereby certify that this plan. specification or report vu prepared by me or under y direct saperrlsien and that I aw, a dull .,Licensed Professtoal Eagtneer ander the lass of the. State of Niaaesota. Print Name: Tim I( FEAlaGG Signature: 7:.***;.X1(1:47.i ep Date 01/0912013 Licenses 26253 rif 24257 Eur. Wm/2(m —sn�u+raewrw. ROSEMOUNT VFW AtQ0436A xu.mrn smee.uu ROSEMOUM, .Naso.. RFDS SHEET Uc4 � 4 � ■ s RSION) (PROVIDED BY OWNER/CLIENT) (CONTRACTOR TO VERIFY ITS THE LATEST w co LL R' SCALE: N.T.S. wtbE:EI - t10L 'M cx = 6006*'+M - YSN+K - 6C *006+48 -AX DN10E1]XW-4906001% Mobile -Mobile WAY PLAZA #1100 "ON, TEXAS 77046 % ®; ` Ill S \ . `CLSGroup ) TELECOMMUMCATIoiii 600 5. KEur AVENUE. STC. O EONOND. ON 7]007 01: (003) 346-5660 r40(405) 566-6626 n'ia , }}} k E.141 i■ -a . 7. .Rg i z, 1 ili {(. t i 2 i■,: \I6 {! . ` | ! ; F2' ! ( | [NIZINFC.471.4 . ROSEMOUNT VFW Al Q0436A MS120 N STREET V 0.06E610UNT, - 66006 : o - xEYMpxO aovxxm 1.4119 ONMPANd 7 . 1 . (PROVIDED BY OWNERICLIENT) Mobile • -Mobile WAY PLAZA *1100 ,ON, TEXAS 77046 o m i2F. I hereby certify that this pian, specification or report vas prepared by me or ender q direct supervision and that I an a duly Licensed Professional Enpineer under the lata of the State v int 'rim K. FE 4.0 Sisoet•re: Date 01/092013 License • 26253 PCS 20255 asc. 06/30/2014 r INKMANTION ROSEMOUNT VFW Al Q0436A Sal voiw STRUT w, nosewalalr. IAN 56268 EQUIPMENT MOUNTING DETAILS 0 t0 ()wIsAA02 No11111111111. 2 N 9 N 9 d co R 0 Oi 0 0 0 C' 0 0 J h 0 r N O Y 9 m CO m N DESCRIPTION 0 0 0 d co n g 41 w 0 0 O K U 0 >. 40 In 03 1 U, U J N X V THREADED ROD W X V HEX NUT 133 a a 0 0 N 9 d 1 a. O 2 a N co (7 0 a m MT -381-8 0 4 0 0 0 0 5 Y N U1 N SCALE N.TS, r..ask, - tnatO - wram..en-wn u00035011-14000tr Mobile • -Mobile WAY PLAZA *1100 SON, TEXAS 770116 .46,11EPPRED FOR CAgTLII CROON CASTLE 1120 AuW05MA OR. STE 500. ROYSTON. TN 77057 :rely certify that This plan. specification or rt was prepared by De or under ay direct rrlsioa and that I an a duly Licensed ressfoeal Engineer ender the Irma of the State iiasesota. it Name: TIM K. FeAm6e. Ware: RE WOW.. ROSEMOUNT VFW A1Q0436A 2626 AI01NSTREETw. RO6eN0U61T. IAN 66066 3W MOC J g d vs,TTT?7 ri i. .. .. .. \'Iobile • -Mobile WAY PLAZA #1I(0 ON, TEXAS 77046 erebj certify that this plea, specification or rt vu prepared b3 ae or ender ay direct envision and that I as a duty Licensed !fissional Engineer ender the lass of the State di.Desote. it hoe: TIM K. FEAAJGE satire: nnuO sRE NwAw1wN ROSEMOUNT VFW A100436A 2521 IISTH STREET W., ROSEMOUNT, MN SASS } o n ! . \p i1u NWHoxs | , .. . .. ... | % ■ . | 52- ! ƒ | e h § & 06 q/ ■ ,__.. ! 4 #0 $$ g e _ If §I I ¢ Ull■p 01W 11■& II Ii JMI . § < § z o § "9z \ 111111111111N OM I t IN NI M IIII III III �I[ al D3 1011081 _,[ / Il,. 01010.01M1 0 I I > . �I $% i."11.1"11.-11..1110/0) ��| * % / O 0 © w\| P )K* § • 2w UQ §§ / 1 AY me / \ cw0§§ ( k WALL, MOUNTING BRACKET. S/8 -I NI' NAGS. BOLT. NEWTON INSTRUMENT CO. NEWTON INSTRUMENT CO. (CAT.# A-6050) (CAT.# 3012-I) 1C� INSULATORS. . NEWTON INSTRUMENT CO. .0 ,n (CAT# 3061-4) • ' $ / 2 !'o e 5/e. LOCK WASHER, �.. a 6 e ° '' !(,E NEWTON INSTRUMENT CO. a (CAT.{ 3015-a) b�J�/_41• a• 9 " ;'" 1 .,Si nii COPPER GROUND BAR 1/4'x4"x20" MIN. NOTE. NEWTON INSTRUMENT CO. CAT.# A -61A2. 1. FOR GROUND BPND TO STEEL ONLY: HOLE CENTERS TO MATCH NEW. DOUBLE LUG INSERT A TOOTH WASHER BETWEEN CONFIGURATION LUG AND STEEL COAT ALL SURFACES W/ ANTI -OXIDANT COMPOUND. 2. ALL HOSES ARE CS 1/15" #2 AWG SOLID BARE TINNED COPPER 3. USE N0-00-10 A-SPECUL' WIRE WITH 2 HOLE LUG WD -OXIDANT GREASE OH ALL LUG CUNNECDONS. 4. LUGS MAY BE INSTALLED ON BOTH SIDES OF THE BUS BMR AT THE SAME POSITION WHERE NECESSARY BUT MAY NOT BE STACKED ON THE SAME SIDE OF THE BUS BAR IN THE SAME POSITION. 2 GROUND BAR DETAILS SCALE: N.T.S. ft ,6i TYPE 2-YA-2 c/ okiii TYPE YCHC NAILS tt E102 NI .P1' City of Earn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5685 Fax: (651) 675-5694 Email: planninqcitvofeaqan.com For Office Use Permit #: Date Received: L ZONING PERMIT APPLICATION ❑ Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Site Address: -Z /1-0 -te(-4,4( Owner Name: CiLi) 1. Name:Re-JO-L-6 Address: Applicant Signature: Email address: C-11 40 LL/ ✓' J � IdEr Phone: J� ity/ t Zip: l ' ` c I cQ J` ' 1 vL Dat 'tt,L. - dw- C rot.oLA, d&4/t - ❑ Retaining Wall <4 feet ❑ Patio ❑ Sidewalk Description of work: ❑ Driveway ❑ Sport Court ❑ Fence 0 Other: Approved / Denied Date of Approval: Staff: Notes: Revised Plans Approved: Yes / No Date of Approval: Staff: CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org G:\Building Inspections\PERMIT APPLICATIONS\2011\2011 Permit Applications �City of Ealau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED FEB 1 b 2011 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2013 PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: -15 - t-1 Site Address: ai(L . 15 eDs, Tenant: X •\'Z Name: CC Lam, C.C? .k Q . S / City / Zip: Name: Address: State: (Nin'N Suite #: r.)/A -350(4 one: /7D4 L((c,cI O 3- a ' J`', Pho Contact: New Description of ork. acement Additional >( Alteration Demolition RESI ► ENTIAL Fumace Air Conditioner it Exchanger J,1( Heat Pump Other, t �� ruction New.o In Pi.' Gas Under/Above gro. CP\� g COMMERCIAL Interior Improvement Processed Exterior HVAC Unit d Tank ( Install / _ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an exi $100.00 Residential New (includes $5.00 St COMMERCIAL FEES $55.00 Permit Fee Minimum $70.00 Underground tank installatio removal *If contract value is LESS than $10,0 0, Surcharge = $5.00 **If contract value is GREATER tha $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 illion, please call for Surcharge it (includes $5.00 State Surcharge) harge) TOTAL FEE Contract Value $ : S� (RJO O x .01 = $ S�• Permit Fee = $ ` . �C) S b charge* = $ n . TOTAL E I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a . ermit, but only an application for a permit, and work is not to start , out a permit; that the work will be in accordance with the approved plan in the case of irk which requires a review and approval of plans. x Applicant's Printed Name \ems nt's Signature UU V 21fYE City of Eagan Department of Building 3830 Pilot Knob Rd. Eagan, MN 55122 Midwest Area Crown Castle 11 Grandview Circle Canonsburg, PA 15317 February 13, 2014 Tel (724) 416-9052 Fax (724) 416-6996 www.crowncastle.com RE: Crown Castle Site Name: ROSEMOUNT VFW Site Location Address: 2625 120TH STREET WEST, ROSEMOUNT, MN 55068 Site #: BU 878460 Dear Ladies: Crown Castle is submitting for approval, an application for a Building Permit, for the tower site listed at the above referenced location. As part of the application process, Crown Castle would like to assure your jurisdiction that based upon our records; the wireless communication facility is structurally sound and has not been modified in any material way since its initial construction. Furthermore, to the best of Crown Castle's knowledge, both the wireless communication facility and site compound have been properly and safely maintained. Crown Castle will continue to maintain this site in accordance with the terms of the Ground Lease Agreement, including all amendments, as well as within industry standards. The application packet attached includes: • (1) Application for Building Permit • (1) Check in the amount of $317.50 • (2) Sets of the Structural Analysis Report • 2, ) Sets of signed Construction Drawings • (1) Self Addressed Federal Express Packet Please mail the Permit to my attention via the Fed -Ex Envelope provided for your convenience. Requests for additional information and/or documentation can be directed to me at 724-416-9052 or Rebecca.Holder@crowncastle.com. On behalf of Crown Castle, I would like to thank you for your assistance and I look forward to your prompt response. Real Estate Specialist, Midwest Area Date: December 17, 2013 Scott Werner Crown Castle 11 Grandview Circle, Suite 220 Canonsburg, PA 15317 724-416-2442 Subject: Carrier Designation: Crown Castle Designation: E` neering Firm Designat on: Site Data: Dear Scott Werner, GPD GROUP® sau. oNs. smunw _.o._,, Ole GPD Group 520 S. Main St. Suite 2531 Akron, OH 44311 (614) 859-1607 dpalkovic@gpdgroup.com Structural Analysis Report Sprint PCS Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Scenario 2.5B MS03XC663 Rosemount VFW 878460 *ROSEMOUNT VFW* 253123 686929 208264 Rev. 1 GPD Group Project umber: 2013777:878460.01 2625 120th Street W., Rosemount, MN 55068, Dakota County Latitude 44°46'35.32'; Longitude -93°7'2.83" 100 Foot — Valmont Monopole Tower GPD Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 602273, in accordance with application 208264, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. Sufficient Capacity This analysis has been performed in accordance with the 2012 International Building Code based upon an ultimate 3 - second gust wind speed of 115 mph converted to a nominal 3 -second gust wind speed of 89 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with Risk Category II was used in this analysis. We at GPD Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. I krt1", certify that .'rt,-; Ai;°i+, 3pec1- fcation. or report v. c-% p pL:re::i by me or and :r my v t aml that I am a ':. :otessional F ...:.. _ .: e laws of the State o °:. , .:..: Respectfully submitted by:�x•t'�:t ` I f ; - - • John N. Kabak, P.E. Minnesota #: 49232 PRI;: r. ,,:.-.f ENGIPief • A', 49232 lO O - C1 3 /✓ y~ /"1111IIiit t � Print Name: JOHKi3 _ = �.,A;, Signature: Date 12/17/2t�i I.'a:etts: f` 49232_ 520 South Main Street . Suite 2531. Akron, Ohio 44311 .330-572-2100. Fax 330-572-2101 . www.GPDGroup.com Glaus Pyle Schomer Burns & DeHaven, Inc. Crown Castle USA Inc 100h. Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 6.1.3.1 December 17, 2013 CCI BU No 878460 Page 2 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 1) INTRODUCTION December 17, 2013 CCI BU No 878460 Page 3 This tower is a 100 ft Monopole tower designed by VALMONT in July of 1996. The tower was originally designed for a wind speed of 95 mph per TIA/EIA-222-E. This existing 100' monopole consists of three major sections that are connected by slip joints. It has a 12 -sided cross section and is evenly tapered from 37.5" (flat -flat) at the base to 17" (flat -flat) at the top. The structure is galvanized and does not have aviation lighting. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3 -second gust wind speed of 89 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 - Proposed Antenna and Cable Information inNuae Center '_ e ;st=eed ; Lines i meed° mine Cavll tt e)� Eltio evan of > Arifennas; Ilaant�far�fuu r }Mete Size (in 97.0 100.0 3 ommu Communications ations W ET-X-WM-18-65-8P 3 Samsung Telecommunications 2.5GHz RRH-V3 3 Samsung Telecommunications OPTIC FIBER JUNCTION CYLINDER 3 Samsung Telecommunications POWER JUNCTION CYLINDER tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100'Ft Valmont Monopole Tower Structural Analysis Project Number 2013777878460.01, Application 208264, Revision 1 Table 2 - Existing and Reserved Antenna and Cable Information December 17, 2013 CCI BU No 878460 Page 4 Mounting Level { Center Line EIeVrltlOn3 Nr�mber ; Of Antennas; ntenna Martufacttr�er Antennalillodel a r of eed =uses _ e n� I 97.0 101.0 6 Scala AP17-1900/0900/DT2 6 1-1/4 1 100.0 3 Powerwave Technologies P90-15-XLPP-RR 3 1-1/4 3 L Samsung I' elecommunications RRH-C2A w/EXT FILTER 3 Samsung Telecommunications RRH-P4 97.0 1 Platform Mount [LP 713- 1] 85.0 87.0 2 Andrew VHLP2-18 3 3 2 3/8 1/4 1/2 2 Dragonwave HORIZON DUO 3 Motorola Vx DAP I/II RF Module 3 Powerwave Technologies P65-18-XXW2-R 85.0 1 Side Arm Mount [SO 101- 3] 79.0 79.0 1 T -Arm Mount [TA 602-3] 12 7/8 6 Andrew TMBXX-6517-R2M 1 1-3/5 2 6 Andrew ECC1920-VPUB 3 Andrew ETW200VS12UB 1 Raycap ASU9338TYPO1 2 Nokia FXFB 3 Nokia FRIG Notes 1) Equipment to be Removed 2) Reserved Equipment Table 3 - Design Antenna and Cable Information Mointir Level ; 97 97 12 ALP 9212-N 1 Valmont Platform 77 77 12 1 ALP Valmont 9212-N Platform tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Pt Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 3) ANALYSIS PROCEDURE Table 4 - Documents Provided December 17, 2013 CCI BU No 878460 Page 5 4 -GEOTECHNICAL REPORTS AET Job #: 96-1857, dated 7/22/1996 1557666 CCISITES 4 -TOWER FOUNDATION DRAWINGS/DESIGN/SPECS Black & Veatch Project #: 28660, dated 8/13/1996 2032878 CCISITES 4 -TOWER MANUFACTURER DRAWINGS Valmont Order #: 13527-96, dated 7/25/1996 2125317 CCISITES 4 -TOWER STRUCTURAL ANALYSIS REPORTS Paul J. Ford Job #: 37512-1479 R1, dated 11/20/2012 3379678 CCISITES 4 -TOWER STRUCTURAL ANALYSIS REPORTS Crown Castle, dated 12/17/2012 3401393 CCISITES 3.1) Analysis Method tnx-Tower-(ver-sion-61.3:1),a- commercially -available analysis- software package, was used -to -create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by TIA-222-G. 5) Mount sizes, weights, and manufacturers are best estimates based on site photos provided and were determined without the benefit of a site visit by GPD. 6) All member connections and foundation steel reinforcing are assumed designed to meet or exceed the load carrying capacity of the connected member and surrounding soils respectively unless otherwise specified in this report. 7) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package dated 10/12/2013 with any adjustments as noted below. This analysis may be affected if any assumptions are not valid or have been made in error. GPD Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Et Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summa December 17, 2013 CCI BU No 878460 Page 6 Q iElevatioQ � Com ., .Pa Size i �atical i Eement I . , r P allaxis '- 96 Pass /Fayl L1 100 - 55.8333 Pole TP26.5x17x0.2188 1 -8.13 1181.61 54.4 Pass L2 55.8333 27.0833 Pole TP32.23x25.1663x0.2813 2 -12.04 1894.53 58.7 Pass L3 27.0833 - 0 Pole TP37.5x30.6124x0.3438 3 -18.25 2803.89 56.6 Pass Summary Pole (L2) 58.7 Pass Rating = 58.7 Pass Table 6 - Tower Component Stresses vs. Capacity — LC7 1 1 Anchor Rods Base Plate 0 0 41.9 33.2 Pass Pass 1 Base Foundation 0 23.1 Pass 1 Base Foundation Soil Interaction 0 63.0 Pass Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. �maxiron 4.1) Recommendations The existing tower and its foundation are sufficient for the proposed loading and do not require modifications. tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100'Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 5) DISCLAIMER OF WARRANTIES December 17, 2013 CCI BU No 878460 Page 7 GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 6.1.3.1 December 17, 2013 CCI BU No 878460 Page 8 N cri 55.8 ft 271 ft_ 0.0 ft i O ALL REACTIONS ARE FACTORED AXIAL 34K DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Platform Mount [LP 713-1] 97 P65-18-XXW2-R w/ Mount Pipe 85 (2) 2.375" OD x 5' Mount Pipe 97 P65-18-XXW2-R w/ Mount Pipe 85 (2) 2.375" OD x 5' Mount Pipe 97 P65-18-XXW2-R w/ Mount Pipe 85 (2) 2.375" OD x 5' Mount Pipe 97 Vx DAP i/li RF Module 85 P90-15-XLPP-RR w/ Mount Pipe 97 Vx DAP VII RF Module 85 P90-15-XLPP-RR w/ Mount Pipe 97 Vx DAP VII RF Module 85 P90-15-XLPP-RR w/ Mount Pipe 97 HORIZON DUO 85 RRH-P4 97 HORIZON DUO 85 RRH-P4 97 VHLP2-18 85 RRH-P4 97 VHLP2-18 85 PRH-C2A w/EXT FILTER 97 2.375" OD x 5' Mount Pipe 79 RRH-C2A w/EXT FILTER 97 2.375" OD x 5' Mount Pipe 79 RRH-C2A w/EXT FILTER 97 (2) TMBXX-6517-R2M w/ Mount Pipe 79 ET-X-WM-18-65-8P w/ Mount Pipe 97 (2) TMBXX-6517-R2M w/ Mount Pipe 79 ET-X-WM-18-65-8P w/ Mount Pipe 97 (2) TMBXX-6517-R2M w/ Mount Pipe 79 ET-X-WM-18-65-8P w/ Mount Pipe 97 FXFB 79 2.5GHz RRH-V3 97 FXFB 79 2.5GHz RRH-V3 97 ASU9338TYP01 79 2.5GHz RRH-V3 97 (2) ECC1920-VPUB 79 OPTIC FIBER JUNCTION CYUNDER 97 (2) ECC1920-VPUB 79 OPTIC FIBER JUNCTION CYLINDER 97 (2) ECC1920-VPUB 79 OPTIC FIBER JUNCTION CYLINDER 97 ETW200VS12UB 79 POWER JUNCTION CYLINDER 97 ETW200VS12UB 79 POWER JUNCTION CYLINDER 97 ETW200VS12UB 79 POWER JUNCTION CYLINDER 97 FRIG 79 Side Ann Mount [SO101-3] 85 (2) FRIG 79 2.375" OD x 5' Mount Pipe 85 T -Arm Mount [TA 602-3] 79 2.375" OD x 5' Mount Pipe 85 2.375" OD x 5' Mount Pipe 79 2.375" OD x 5' Mount Pipe 85 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy 1 Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Dakota County, Minnesota. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 89 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 50 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING: 58.7% SHEAR MOMENT 51 / J 387kip-ft TORQUE 0 kip -ft 50 mph WIND - 0.7500 in ICE AXIAL 18 K SHEARS MOMENT 17 K / _i 1185 kip -ft TORQUE 0 kip -ft REACTIONS - 89 mph WIND GPD Group /i520 S. Main St. Suite 2531 k Akron, OH 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 b: Jo*ROSEMOUNT VFW* - BU #: 87846C P` ect 2013777.878460.01 Client: Crown Castle Drawn by: T. Sheldon App'd' Code: TIA-222-G Date' 12/17/1'3 Scale` NTS Path' T1Cmwnte78460`011TNxIE78460.ert Dwg N0' E-1 100.00 Feed Line Distribution Chart 0' -100' Round Flat App In Face App Out Face Truss Leg Face A 97.00 85.00 79.00 10.00 8.00 Face B 97.00 85.00 79.00 10.00 8.00 Face C 100.00 a a N (2) EC4-50(1/2") (3) LMR -400(3/8") (2) 2" Rigid Conduit (12) LDFS-50A(7/8") ASU9325TYP01(1-3/5') 55.83 27.08 0.00 /� GPD Group 520 S. Main St. Suite 2531 Akron, OH 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 _Path' Job: ROSEMOUNT VFW* BU #: 87846C 0 2o1377762013777.878460.01Aiww,w� Client: Crown Castle Drawn by: T. Sheldon APO. Code: TIA-222-G Date: 12/17/13 Scale' NTS TICwWn\8784501011TNX1e7a4e0.e.1 DWg No. E-7 Crown Castle USA Inc 100 Et Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 9 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in Dakota County, Minnesota. 2) Basic wind speed of 89 mph. 3) Structure Class II. 4) Exposure Category C. 5) Topographic Category 1. 6) Crest Height 0.00 ft. 7) Nominal ice thickness of 0.7500 in. 8) Ice thickness is considered to increase with height. 9) Ice density of 56 pcf. 10) A wind speed of 50 mph is used in combination with ice. 11) Temperature drop of 50 °F. 12) Deflections calculated using a wind speed of 60 mph. 13) A non-linear (P -delta) analysis was used. 14) Pressures are calculated at each section. 15) Stress ratio used in pole design is 1. 16) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification �l Use Code Stress Ratios I Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination J J J Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Use TIA-222-G Tension Splice Capacity Exemption Treat Feedline Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Anile Block Shear Check Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation Section Length ft ft L1 100.00-55.83 44.17 L2 55.83-27.08 32.92 4.92 L3 27.08-0.00 32.00 Splice Length ft 4.17 Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade 12 17.0000 12 25.1663 12 30.6124 26.5000 32.2300 37.5000 0.2188 0.2813 0.3438 0.8750 A572-65 (65 ksi) 1.1250 A572-65 (65 ksi) 1.3750 A572-65 (65 ksi) Tapered Pole Properties tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 10 Section Tip Dia. Area I in in2 in4 r in C in I/C J in3 in4 It/Q in2 w wit in L1 17.5997 27.4348 L2 26.9797 33.3670 L3 32.7879 38.8229 11.8203 18.5119 22.5365 28.9336 33.5036 41.1273 424.8766 1632.0292 1781.3456 3769.6061 3917.9952 7247.3654 6.0077 9:4087 8.9088 11.4377 10.8362 13.3019 8.8060 13.7270 13.0361 16.6951 15.8572 19.4250 48.2485 860.9152 118.8919 3306.9337 136.6468 3609.4891 225.7906 7638.2439 247.0795 7938. 9205 373.0947 14685.127 1 5.8176 9.1110 11.0918 14.2402 16.4895 20.2416 3.9697 6.5157 5.9908 7.8839 7.2829 9.1288 18.147 29.786 21.301 28.032 21.187 26.556 Tower Elevation ft Gusset Area (per face) ft2 Gusset Gusset GradeAdjust. Factor Thickness A, in Adjust. Factor A, Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals in in L1 100.00- 55.83 L2 55.83- 27.08 L3 27.08-0.00 1 1 1 Feed Line/Linear Appurtenances Entered As Round Or Flat Description Secto Component r Type Placement ft Total Number Start/En Width or Perimete Number Per Row d Diamete r Position r in in Weight plf Step Pegs Safety Line (3/8") TYPE 5(1 1/4") C Surface Ar 100.00 - 10.00 1 (CaAa) C Surface Ar 100.00 - 10.00 1 (CaAa) B Surface Ar 97.00 - 8.00 3 (CaAa) 1 0.000 0.000 1 0.000 0.000 3 -0.500 -0.450 0.8000 0.3750 1.2600 2.72 0.22 1.10 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component or Shield Type Leg Placement ft Total Number CAT5E (1 /4") EC4-50(1 /2") LMR -400(3/8") 2" Rigid Conduit LDF5-50A(7/8") ASU9325TYP01(1- 3/5") C No Inside Pole 85.00 - 8.00 3 No Ice 1/2" Ice 1" Ice C No Inside Pole 85.00 - 8.00 2 No Ice 1/2" Ice 1" Ice C No Inside Pole 85.00 - 8.00 3 No Ice 1/2" Ice 1" Ice C No Inside Pole 85.00 - 8.00 2 No Ice 1/2" Ice 1" Ice C No Inside Pole 79.00 - 8.00 12 No Ice 1/2" Ice 1" Ice C No Inside Pole 79.00 - 8.00 1 No Ice 1/2" Ice 1" Ice CAAA ft2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Weight plf 0.10 0.10 0.10 0.16 0.16 0.16 0.07 0.07 0.07 0.95 0.95 0.95 0.33 0.33 0.33 1.61 1.61 1.61 Feed Line/Linear Appurtenances Section Areas tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 100.00-55.83 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 15.561 0.000 0.14 C 0.000 0.000 5.190 0.000 0.34 L2 55.83-27.08 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 10.868 0.000 0.09 C 0.000 0.000 3.378 0.000 0.32 L3 27.08-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 7.213 0.000 0.06 C 0.000 0.000 2.007 0.000 0.21 December 17, 2013 CCl BU No 878460 Page 11 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice Sectio Elevation or Thickness n ft Leg in L1 100.00-55.83 A 1.632 B C L2 55.83-27.08 A 1.533 B C L3 27.08-0.00 A 1.368 B C AR AF CAAA CAAA In Face Out Face ft2 ft2 ff ft2 0.000 0.000 0.000 0.000 0.000 0.000 36.246 0.000 0.000 0.000 34.019 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25.313 0.000 0.000 0.000 22.145 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.329 0.000 0.000 0.000 12.481 0.000 Weight K 0.00 0.52 0.73 0.00 0.36 0.58 0.00 0.23 0.34 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in L1 100.00-55.83 0.0229 L2 55.83-27.08 0.0250 L3 27.08-0.00 0.0183 -0.2971 -0.3312 -0.2547 CPX Ice in 0.0294 0.0350 0.0295 CPZ Ice in -0.0559 -0.0955 -0.1427 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. K8 No Ice Ka Ice L1 1 Step Pegs 55.83 - 1.0000 1.0000 100.00 L1 2 Safety Line (3/8") 55.83 - 1.0000 1.0000 100.00 L1 5 TYPE 5(1 1/4") 55.83 - 1.0000 1.0000 97.00 L2 1 Step Pegs 27.08 - 1.0000 1.0000 55.83 L2 2 Safety Line (3/8") 27.08 - 1.0000 1.0000 55.83 L2 5 TYPE 5(1 1/4") 27.08 - 1.0000 1.0000 55.83 tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 12 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustmen Leg Lateral Vert ft ft ft ° ft CAAA CAAA Front Side Weight ft2 ft2 K Platform Mount [LP 713-1] C None 0.0000 97.00 No Ice 31.27 31.27 1.51 1/2" 39.68 39.68 1.93 Ice 48.09 48.09 2.35 1" Ice (2) 2.375" OD x 5' Mount A From Leg 4.00 0.0000 97.00 No Ice 1.19 1.19 0.02 Pipe 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice (2) 2.375" OD x 5' Mount B From Leg 4.00 0.0000 97.00 No Ice 1.19 1.19 0.02 Pipe 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice (2) 2.375" OD x 5' Mount C From Leg 4.00 0.0000 97.00 No Ice 1.19 1.19 0.02 Pipe 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice P90-15-XLPP-RR w/ A From Leg 4.00 0.0000 97.00 No Ice 8.88 6.60 0.07 Mount Pipe 0.00 1/2" 9.63 7.88 0.14 3.00 Ice 10.36 9.00 0.22 1" Ice P90-15-XLPP-RR w/ B From Leg 4.00 0.0000 97.00 No Ice 8.88 6.60 0.07 Mount Pipe 0.00 1/2" 9.63 7.88 0.14 3.00 Ice 10.36 9.00 0.22 1" Ice P90-15-XLPP-RR w/ C From Leg 4.00 0.0000 97.00 No Ice 8.88 6.60 0.07 Mount Pipe 0.00 1/2" 9.63 7.88 0.14 3.00 Ice 10.36 9.00 0.22 1" Ice RRH-P4 A From Leg 4.00 0.0000 97.00 No Ice 3.19 2.07 0.06 0.00 1/2" 3.44 2.29 0.08 3.00 Ice 3.70 2.52 0.11 1" Ice RRH-P4 B From Leg 4.00 0.0000 97.00 No Ice 3.19 2.07 0.06 0.00 1/2" 3.44 2.29 0.08 3.00 Ice 3.70 2.52 0.11 1" Ice RRH-P4 C From Leg 4.00 0.0000 97.00 No Ice 3.19 2.07 0.06 0.00 1/2" 3.44 2.29 0.08 3.00 Ice 3.70 2.52 0.11 1" Ice RRH-C2A w/EXT FILTER A From Leg 4.00 0.0000 97.00 No Ice 3.09 5.54 0.05 0.00 1/2" 3.35 5.86 0.09 3.00 Ice 3.61 6.19 0.13 1" Ice RRH-C2A w/EXT FILTER B From Leg 4.00 0.0000 97.00 No Ice 3.09 5.54 0.05 0.00 1/2" 3.35 5.86 0.09 3.00 Ice 3.61 6.19 0.13 1" Ice RRH-C2A w/EXT FILTER C From Leg 4.00 0.0000 97.00 No Ice 3.09 5.54 0.05 0.00 1/2" 3.35 5.86 0.09 3.00 Ice 3.61 6.19 0.13 1" Ice ET-X-WM-18-65-8P w/ A From Leg 4.00 0.0000 97.00 No Ice 7.35 4.43 0.06 Mount Pipe 0.00 1/2" 7.92 5.32 0.11 3.00 Ice 8.46 6.08 0.17 1" Ice ET-X-WM-18-65-8P w/ B From Leg 4.00 0.0000 97.00 No Ice 7.35 4.43 0.06 Mount Pipe 0.00 1/2" 7.92 5.32 0.11 3.00 Ice 8.46 6.08 0.17 1" Ice ET-X-WM-18-65-8P w/ C From Leg 4.00 0.0000 97.00 No Ice 7.35 4.43 0.06 tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 13 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustmen Leg Lateral Vert ft ft ft ° ft CAAA Front CAAA Weight Side ft2 ft2 K Mount Pipe 0.00 1/2" 7.92 5.32 0.11 3.00 Ice 8.46 6.08 0.17 1" Ice 2.5GHz RRH-V3 A From Leg 4.00 0.0000 97.00 No Ice 2.80 1.42 0.06 0.00 1/2" 3.03 1.59 0.08 3.00 Ice 3.26 1.76 0.10 1" Ice 2.5GHz RRH-V3 B From Leg 4.00 0.0000 97.00 No Ice 2.80 1.42 0.06 0.00 1/2" 3.03 1.59 0.08 3.00 Ice 3.26 1.76 0.10 1" Ice 2.5GHz RRH-V3 C From Leg 4.00 0.0000 97.00 No Ice 2.80 1.42 0.06 0.00 1/2" 3.03 1.59 0.08 3.00 Ice 3.26 1.76 0.10 1" Ice OPTIC FIBER JUNCTION A From Leg 4.00 0.0000 97.00 No Ice 0.45 0.45 0.00 CYLINDER 0.00 1/2" 0.55 0.55 0.01 3.00 Ice 0.67 0.67 0.01 1" Ice OPTIC FIBER JUNCTION B From Leg 4.00 0.0000 97.00 No Ice 0.45 0.45 0.00 CYLINDER 0.00 1/2" 0.55 0.55 0.01 3.00 Ice 0.67 0.67 0.01 1" Ice OPTIC FIBER JUNCTION C From Leg 4.00 0.0000 97.00 No Ice 0.45 0.45 0.00 CYLINDER 0.00 1/2" 0.55 0.55 0.01 3.00 Ice 0.67 0.67 0.01 1" Ice POWER JUNCTION A From Leg 4.00 0.0000 97.00 No Ice 0.43 0.43 0.00 CYLINDER 0.00 1/2" 0.53 0.53 0.01 3.00 Ice 0.64 0.64 0.01 1" Ice POWER JUNCTION B From Leg 4.00 0.0000 97.00 No Ice 0.43 0.43 0.00 CYLINDER 0.00 1/2" 0.53 0.53 0.01 3.00 Ice 0.64 0.64 0.01 1" Ice POWER JUNCTION C From Leg 4.00 0.0000 97.00 No Ice 0.43 0.43 0.00 CYLINDER 0.00 1/2" 0.53 0.53 0.01 3.00 Ice 0.64 0.64 0.01 1" Ice Side Arm Mount [SO 101- C None 0.0000 85.00 No Ice 7.50 7.50 0.25 3] 1/2" 8.90 8.90 0.33 Ice 10.30 10.30 0.41 1" Ice 2.375" OD x 5 Mount Pipe A From Leg 1.00 0.0000 85.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice 2.375" OD x 5' Mount Pipe B From Leg 1.00 0.0000 85.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice 2.375" OD x 5' Mount Pipe C From Leg 1.00 0.0000 85.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice P65-18-XXW2-R w/ Mount A From Face 1.00 0.0000 85.00 No Ice 6.78 3.36 0.05 Pipe 0.00 1/2" 7.49 4.38 0.09 2.00 Ice 8.09 5.12 0.15 1" Ice P65-18-XXW2-R w/ Mount B From Face 1.00 0.0000 85.00 No Ice 6.78 3.36 0.05 Pipe 0.00 1/2" 7.49 4.38 0.09 2.00 Ice 8.09 5.12 0.15 1" Ice P65-18-XXW2-R w/ Mount C From Face 1.00 0.0000 85.00 No Ice 6.78 3.36 0.05 Pipe 0.00 1/2" 7.49 4.38 0.09 tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 14 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ftp K ft ft 2.00 Ice 8.09 5.12 0.15 1" Ice Vx DAP I/II RF Module A From Face 1.00 0.0000 85.00 No Ice 2.08 1.56 0.03 0.00 1/2" 2.31 1.78 0.04 2.00 Ice 2.55 2.00 0.06 1" Ice Vx DAP I/II RF Module B From Face 1.00 0.0000 85.00 No Ice 2.08 1.56 0.03 0.00 1/2" 2.31 1.78 0.04 2.00 Ice 2.55 2.00 0.06 1" Ice Vx DAP I/II RF Module C From Face 1.00 0.0000 85.00 No Ice 2.08 1.56 0.03 0.00 1/2" 2.31 1.78 0.04 2.00 Ice 2.55 2.00 0.06 1" Ice HORIZON DUO A From Face 1.00 0.0000 85.00 No Ice 0.55 0.34 0.01 0.00 1/2" 0.65 0.43 0.01 2.00 Ice 0.76 0.52 0.02 1" Ice HORIZON DUO C From Face 1.00 0.0000 85.00 No Ice 0.55 0.34 0.01 0.00 1/2" 0.65 0.43 0.01 2.00 Ice 0.76 0.52 0.02 1" Ice T -Arm Mount [TA 602-3] C None 0.0000 79.00 No Ice 11.59 11.59 0.77 1/2" 15.44 15.44 0.99 Ice 19.29 19.29 1.21 1" Ice 2.375" OD x 5' Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice 2.375" OD x 5' Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice 2.375" OD x 5' Mount Pipe C From Leg 4.00 0.0000 79.00 No Ice 1.19 1.19 0.02 0.00 1/2" 1.50 1.50 0.03 0.00 Ice 1.81 1.81 0.04 1" Ice (2) TMBXX-6517-R2M w/ A From Leg 4.00 0.0000 79.00 No Ice 8.74 6.67 0.07 Mount Pipe 0.00 1/2" 9.31 7.63 0.13 0.00 Ice 9.88 8.48 0.21 1" Ice (2) TMBXX-6517-R2M w/ B From Leg 4.00 0.0000 79.00 No Ice 8.74 6.67 0.07 Mount Pipe 0.00 1/2" 9.31 7.63 0.13 0.00 Ice 9.88 8.48 0.21 1" Ice (2) TMBXX-6517-R2M w/ C From Leg 4.00 0.0000 79.00 No Ice 8.74 6.67 0.07 Mount Pipe 0.00 1/2" 9.31 7.63 0.13 0.00 Ice 9.88 8.48 0.21 1" Ice FXFB A From Leg 4.00 0.0000 79.00 No Ice 0.99 1.12 0.06 0.00 1/2" 1.15 1.30 0.08 0.00 Ice 1.32 1.49 0.10 1" Ice FXFB B From Leg 4.00 0.0000 79.00 No Ice 0.99 1.12 0.06 0.00 1/2" 1.15 1.30 0.08 0.00 Ice 1.32 1.49 0.10 1" Ice ASU9338TYP01 A From Leg 4.00 0.0000 79.00 No Ice 3.74 1.16 0.02 0.00 1/2" 4.00 1.33 0.04 0.00 Ice 4.26 1.51 0.06 1" Ice (2) ECC1920-VPUB A From Leg 4.00 0.0000 79.00 No Ice 0.54 0.21 0.01 0.00 1/2" 0.64 0.28 0.01 0.00 Ice 0.75 0.36 0.02 tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 15 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft 1" Ice (2) ECC1920-VPUB B From Leg 4.00 0.0000 79.00 No Ice 0.54 0.21 0.01 0.00 1/2" 0.64 0.28 0.01 0.00 Ice 0.75 0.36 0.02 1" Ice (2) ECC1920-VPUB C From Leg 4.00 0.0000 79.00 No Ice 0.54 0.21 0.01 0.00 1/2" 0.64 0.28 0.01 0.00 Ice 0.75 0.36 0.02 1" Ice ETW200VS12UB A From Leg 4.00 0.0000 79.00 No Ice 0.47 0.19 0.01 0.00 1/2" 0.57 0.26 0.01 0.00 Ice 0.67 0.33 0.02 1" Ice ETW200VS12UB B From Leg 4.00 0.0000 79.00 No Ice 0.47 0.19 0.01 0.00 1/2" 0.57 0.26 0.01 0.00 Ice 0.67 0.33 0.02 1" Ice ETW200VS12UB C From Leg 4.00 0.0000 79.00 No Ice 0.47 0.19 0.01 0.00 1/2" 0.57 0.26 0.01 0.00 Ice 0.67 0.33 0.02 1" Ice FRIG B From Leg 4.00 0.0000 79.00 No Ice 2.79 1.10 0.06 0.00 1/2" 3.02 1.27 0.07 0.00 Ice 3.25 1.44 0.09 1" Ice (2) FRIG C From Leg 4.00 0.0000 79.00 No Ice 2.79 1.10 0.06 0.00 1/2" 3.02 1.27 0.07 0.00 Ice 3.25 1.44 0.09 1" Ice Dishes Description Face Dish Offset Offsets: Azimuth 3 d8 Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft2 K VHLP2-18 A Paraboloid From 1.00 90.0000 85.00 2.17 No Ice 3.72 0.03 w/Shroud (HP) Face 0.00 1/2" Ice 4.01 0.05 2.00 1" Ice 4.30 0.07 VHLP2-18 C Paraboloid From 1.00 30.0000 85.00 2.17 No Ice 3.72 0.03 w/Shroud (HP) Face 0.00 1/2" Ice 4.01 0.05 2.00 1" Ice 4.30 0.07 Load', Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 16 Comb. No. Description 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead -F1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead -F1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Tower Deflections - Service Wind Section Elevation No. ft Horz. Deflection in Gov. Load Comb. Tilt Twist L1 100 - 55.8333 12.787 46 1.1013 L2 60 - 27.0833 4.608 46 0.7386 L3 32 - 0 1.290 46 0.3652 0.0013 0.0005 0.0002 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 97.00 Platform Mount [LP 713-1] 46 12.111 1.0785 0.0013 30588 87.00 VHLP2-18 46 9.885 1.0004 0.0010 11764 85.00 Side Arm Mount [SO 101-3] 46 9.450 0.9841 0.0010 10196 79.00 T -Arm Mount [TA 602-3] 46 8.174 0.9331 0.0008 7282 tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100*Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 17 Maximum Tower Deflections- Design Wind Section Elevation No. ft Horz. Deflection in Gov. Load Comb. Tilt Twist L1 100 - 55.8333 50.460 16 4.3495 L2 60 - 27.0833 18.195 16 2.9181 L3 32 - 0 5.094 16 1.4427 0.0054 0.0019 0.0007 Critical Deflections and Radius of Curvature Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 97.00 Platform Mount [LP 713-1] 16 47.795 4.2594 0.0051 7830 87.00 VHLP2-18 16 39.016 3.9514 0.0041 3010 85.00 Side Arm Mount [SO 101-3] 16 37.298 3.8871 0.0039 2609 79.00 T -Arm Mount [TA 602-3] 16 32.267 3.6858 0.0034 1862 Compression Checks Pole Design Data Section Elevation No. ft Size L L„ Kl/r ft ft A a in2 K ,Pn K Ratio Pu 4 Pn L1 100 - 55.8333 TP26.5x17x0.2188 44.17 0.00 0.0 17.880 -8.13 1181.61 0.007 (1) 6 L2 55.8333 - TP32.23x25.1663x0.2813 32.92 0.00 0.0 27.978 -12.04 1894.53 0.006 27.0833 (2) 1 L3 27.0833 - 0 TP37.5x30.6124x0.3438 32.00 0.00 0.0 41.127 -18.25 2803.89 0.007 (3) 3 Pole Bending Design Data Section Elevation No. ft Size Mui kip -ft OM. Ratio Mur OMnx kip -ft OMm Ratio Mw kip -ft kip -ft wny L1 100 - 55.8333 TP26.5x17x0.2188 327.66 610.66 0.537 0.00 610.66 0.000 (1) L2 55.8333 - TP32.23x25.1663x0.2813 691.37 1190.99 0.581 0.00 1190.99 0.000 27.0833 (2) L3 27.0833 - 0 TP37.5x30.6124x0.3438 1185.42 2119.68 0.559 0.00 2119.68 0.000 (3) Pole Shear Design Data tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 December 17, 2013 CCI BU No 878460 Page 18 Section Elevation Size Actual tVn Ratio Actual 4)T, Ratio No. V„ V„ Tu T„ ft K K ev,, kip -ft kip -ft $Tn L1 100 - 55.8333 TP26.5x17x0.2188 11.83 590.80 0.020 0.22 1238.22 0.000 (1) L2 55.8333 - TP32.23x25.1663x0.2813 14.16 947.26 0.015 0.22 2414.96 0.000 27.0833 (2) L3 27.0833 - 0 TP37.5x30.6124x0.3438 16.67 1401.95 0.012 0.22 4298.03 0.000 (3) Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ M(,, M, , V„ T„ Stress Stress ft $Pn (PM,,, •MnY 4)V„ 4)Tn Ratio Ratio L1 100 - 55.8333 0.007 0.537 0.000 0.020 0.000 0.544 1.000 (1) 4/ 12 55.8333 - 0.006 0.581 0.000 0.015 0.000 0.587 1.000 27.0833 (2) V L3 27.0833 - 0 0.007 0.559 0.000 0.012 0.000 0.566 1.000 (3) Criteria 4.8.2 V 4.8.2 V 4.8.2 V Section Capacity Table Section Elevation No. ft Component Type Size Critical P Element K aPairow % Pass K Capacity Fail L1 100 - 55.8333 12 55.8333 - 27.0833 L3 27.0833 - 0 Pole TP26.5x17x0.2188 1 -8.13 1181.61 54.4 Pass Pole TP32.23x25.1663x0.2813 2 -12.04 1894.53 58.7 Pass Pole TP37.5x30.6124x0.3438 3 -18.25 2803.89 56.6 Pass Summary ELC: Load Case 7 Pole (L2) 58.7 Pass Rating = 58.7 Pass tnxTower Report - version 6.1.3.1 Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 6.1.3.1 December 17, 2013 CCI BU No 878460 Page 19 ® lam/— as la man {.1". • aqua I me as as mews aana/w • amm/me 111811108 MOM aVaW ao asar / me as a mmen smm. IM o>a as W worn mo 21101111/1 aae maw avo-a u/aM Oma: { m0 as ma am a/aaha • me Mika aaw amaraw 801-a/ taAVw 108 WMl l WO as MN am as W"i" a cul m0 mOU R¢ Q2 2 OUO2 BASE LEVEL BASE LEVEL DRAWING Crown Castle USA Inc 100 Ft Valmont Monopole Tower Structural Analysis Project Number 2013777.878460.01, Application 208264, Revision 1 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report - version 6.1.3.1 December 17, 2013 CCI BU No 878460 Page 20 Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Site Data Assumption: Clear space between bottom of leveling nut and top of concrete not exceedng (1)*(Rod Diameter) BU#: 878460 Site Name: *ROSEMOUNT VFW* App #: 208264 Rev. 1 Pole Manufacturer:I Other Anchor Rod Data Qty: 12 51.32 Diam: 2.25 `- in Rod Material: ' A615 -J - Strength (Fu): 100 ksi Yield (Fy): 75 ` ksi Bolt Circle: 45.32 - - in Plate Data Diam: 37.5 51.32 ; ' in Thick: '' 2.375 - in Grade: "0" IF Round 60 ` 80 ksi Single -Rod B-eff: 0 10.05 in Stiffener Data (Welding at both sides) Config: Weld Type: Groove Depth: Groove Angle: Fillet H. Weld: 37.5 0 * in ** degrees <-- Disregard in in in in in ksi ksi 0.34375 in Grade: 65 - # of Sides: 12 "' "0" IF Round Fillet V. Weld: ` 80 ksi Width: Height: Thick: Notch: Grade: Weld str.: 0 "0" if None - ' ` Pole Data Diam: 37.5 in Thick: 0.34375 in Grade: 65 ksi # of Sides: 12 "' "0" IF Round Fu ` 80 ksi Reinf. Fillet Weld 0 "0" if None Reactions Mu: 1185 " ft -kips Axial, Pu: 18 kips Shear, Vu: 17 kips Eta Factor, ri 0.5 TIA G (Fig. 4-4) If No stiffeners, Criteria: AISC LRFD Anchor Rod Results Max Rod (Cu+ Vu/11): Allowable Axial, *Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: <-Only Applcable to Unstiffened Cases 108.9 Kips 260.0 Kips 41.9% Pass Flexural Check 17.9 ksi 54.0 ksi 33.2% Pass n/a Stiffener Results Horizontal Weld : n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Plate Tension+Shear, ft/Ft+(fv/Fv)^2 n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a *0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Rigid AISC LRFD ip*Tn Rigid AISC LRFD cp*Fy Y.L Length: 25.45 CCIplate 1.5 - Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 12/17/2013 Site Number 878460 Site Name *ROSEMOUNT VFW*, Caisson Analysis Pier Properties Moment Shear Pier Diameter Height Above Grade Depth Below Grade Donut Diameter Donut Depth 85 kip -ft 7'. kip Analysis Properties TIA Code Soil Safety Factor Water Table Depth Ignored Soil Depth Cohesion Based on Max Soil Capacity .5 ft 4ft PLS Caisson' 110% Soil Properties Top of Soil Layer Bottom of Soil Soil Unit Friction Angle Layer Layer Thickness Layer Cohesion (psf) (ft) (ft) (ft) Weight (pd) (degrees) SoiLLoyer Soil.Top 1 0.00 2 1.50 3 5.50 4 6.50 5 14.00 6 18.00 7 8 9 10 Soil.Thick Soil. Bottom Soil. Weight 1.50 100 5.50 120 6.50 115 14.00 125 18.00 130 26.00 130 Soil.Cohesion SoiLPhi Critical Depths Below Grade Results Rotation Axis Zero Shear 12.14 ft 4.57 ft Soil Capacity Max Pier Moment 63.0% 1257.90 kip -ft Moment At User Defined Depths Below Grade kip -ft kip -ft kip -ft kip -ft V1.0 Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral, transverse reinforcing Site Data BU#: 878460 Site Name: *ROSEMOUNT VFW* App #: 208264 Rev. 1 Loads Already Factored For M (WL) For P (DL) <----Disregard <----Disregard Pier Properties Concrete: Pier Diameter = Concrete Area = 4071.5 Reinforcement: Clear Cover to Tie= Horiz. Tie Bar Size= Vert. Cage Diameter = Vert. Cage Diameter = Vertical Bar Size = Bar Diameter = Bar Area = Number of Bars = As Total= A s/ Aconc, Rho: 60 3. 6 5.26 63.09 ft in2 in ft in 1.41 in 1.56 in2 6127-M 42.12 in2 0.0103 1.03% ACI 10.5 , ACI 21.10.4, and IBC 1810. Min As for Flexural, Tension Controlled, Shafts: (3)*(Sgrt(f'c)/Fy: 0.0032 200 / Fy: 0.0033 Minimum Rho Check: Actual Req'd Min. Rho: Provided Rho: 0.33% 1.03% Flexural OK Ref. Shaft Max Axial Capacities, d Max(Pn or Tn): Max Pu = (cp=0.65) Pn. ft -kips (* Note) kips Pn per ACI 318 (10-2) 8438.10 kips at Mu=(c=0.65)Mn= 4360.70 ft -kips Max Tu, (cp=0.9) Tn = 2274.48 kips at Mu==(0.90)Mn=' 0.00 ft -kips Maximum Shaft Superimposed Forces TIA Revision: Max. Factored Shaft Mu: Max. Factored Shaft Pu: Max Axial Force Type: G ft -kips (* Note) kips 1257 18 Colnp. (*) Note: Max Shaft Superimposed Moment does not necessarily equal to the shaft top reaction moment Load Factor Shaft Factored Loads 1.00 Mu: 1257 ft -kips 1.00 Pu: 18 kips Material Properties Concrete Comp. strength, f'c = Reinforcement yield strength, Fy = Reinforcing Modulus of Elasticity, E = , 4000® ? t psi ksi ksi 60 ° 00 Reinforcement yield strain = 0.00207 Limiting compressive strain = 0.003 ACI 318 Code Select Analysis ACI Code=1 -,008=._ , .I Seismic Properties Seismic Design Category�C. Seismic Risk = Moderate Solve (Run) <-- Press Upon Completing All Input Results: Governing Orientation Case: 2 Case 1 Case 2 Dist. From Edge to Neutral Axis: 13.39 in Extreme Steel Strain, et: 0.0121 et > 0.0050, Tension Controlled Reduction Factor,cp: 0.900 Output Note: Negative Pu=Tension For Axial Compression, cp Pn = Pu: 18.00 kips Drilled Shaft Moment Capacity, On: 5451.37 ft -kips Drilled Shaft Superimposed Mu: 1257.00 ft -kips (Mu/pMn, Drilled Shaft Flexure CSR: I 23.1% Drilled_Shaft_Moment_Capacity, DSMC, Version 1.1 - Effective 04/01/ 2010 Analysis Date: 12/17/2013 1 0 £993X£OSNT 11111 1100 u� 0 UI XI N AN • N • m� 'INCOm• tEj C • G A A W m O PROJECT: 2.5 EQUIPMENT DEPLOYMENT SITE NAME: ROSEMOUNT VFW \)) SITE CASCADE: MS03XC663 Sprints CROWN CASTLE: SITE ID: 878460 SITE ADDRESS: 2625 120TH STREET WEST ROSEMOUNT, MN 55068 SITE TYPE: EXISTING 100' MONOPOLE SITE INFORMATION I AREA MAP PROJECT DESCRIPTION I DRAWING INDEX II� dili Ill 1 f7 +r t LT i er : 0 y• 1'~• t_m1.C1 a4-' } _ #tea_. # Kw. I a e., APPROVALS SPRINT: SPRINT RF ENGINEER: kelley.buatte.contractor@cr Y keley.b"ame.c"mraaw@crownrartle.com � CKWAYc BBPrnD eau leybu, emaattorWrownczsckcnm 2923 -0600' CROWN CASTLE: THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. • APPLICABLE CODES ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN• ACCORDANCE WITH THE CURRENT EDInONS OF THE FOLLOWING j CODES AS ADOPTED IV THE LOCAL GOVERNING AUTHORRIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. INTERNATIONAL BUILDING CODE 2. INTERNATIONAL MECHANICAL CODE 3. ANSI/T1A-222 STRUCTURAL STANDARD A 4. NFPA 780 — UGHTNING PROTECTION CODE of 5. UNIFORM PLUMBING CODE 8. NATIONAL ELECTRICAL CODE • • Know what's below. Call before you dig. www.00lMI l.00m • INSTALL (1) URDU BBU KIT IN IAMBS CABINET • INSTALL (4) BATTERIES IN POWER CABINET • INSTALL (3) PANEL ANTENNAS • INSTALL (3) RRUS • INSTALL (3) FIBER JUNCTION CYLINDERS • INSTALL (3) POWER JUNCTION CYLINDERS • INSTALL (27) JUMPERS mm 44,' m w a a UI A a a a W N v 'I N v 0 P1 z 0 GROUNDING PLAN GROUNDING DETAILS DC POWER & DISTRIBUTION RF DATA EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT PLAN TOWER ELEVATION & CABLE PLAN ANTENNA LAYOUT & MOUNTING DETAILS vv 5m SHEET TITLE TITLE SHEET SDFCIFICATIONS 000 0 0 0 0 0 0 00 0 mmm SC SC SC SC SC SC 88 m m Z \ Z m m M M 1 0 £993X£OSNT 11111 1100 u� 0 m00 k!!JWO Y m ..9 v� - O Fyyy OmN gZs0 fODyyo N O;T.m4oR 0 I- m N mapr O D0ym mm vp00 m 0 'el ;C n P ~ - S ?iP V o i z� Q 8 Nym z0E1 A N �7�,.1 p 11R a z m Af yy pp Iii y n 'OI MsA Sx OA a Om5 G E O 0 .c;b 0 Ng 80 S z Ng AAA EH imo 1 S n m oFi� yo at O 0c: g L �a 2Z�p c 41 ama E06 ym -1 �a Er O m Z ZpaN Ac:' $ CO Og 0 Ar N 1 Ao CZO c R2 0 0 O 0 N O 114 ANYdN103 0 1,1 goP�K O 0 N . 8 m m V m N A a N : all + 91 MI gz o g 4 �i'v $ �N 05 ie P MIo ��<SWr1_i 9 g% O� N OI Am O R. y O ��D Q .ig. a el mO 1 `-1 fp T � 8 m 01 S 2 18� of o g 8 c v8 z $~ 8 0 0cr°Pi §N N 5 Z O O 1� _ 4 g v 1 m = c m c� x c e m c Fn c o p s N 1) P mn Zo `CSp��' tCn N 1 O 2 Z g A S A y 0 p $ 9Z A 12 i z g . i g0 n oc� m o 5 S zF Z G a r 19 1, 0 mo F i o y y A 0, 0 Z o Z IZA 0 0 N R _ ao m a 2 € IA D 10' Mf O gg *Sm *c z_ mm 5 2 rn S z SNOLLVOIUID lS £99DX£OSW SITE NAME: ROSEMOUNT VFW 1111 ui F REVISIONS: DESCRIPTION I DATE I BY IREVI DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SNnalun Typed dr Printed name 47767 ENGINEERING LICENSE lila• - Ey � } this plan, ..AR.. t 97rwz n� and. • N Ilam./ -th _, Ante of I Engineer • NICWEL L OWENS e• PIANS PREPARED BY: ssc 9900 West 1091h Street, Suite 300 Overland Park, Kansas 66210 Phone: 913-430-7700 Fax: 913-438-7777 7.7 rum N° :RAIL ROAD, SUITE 460 OUTS, MISSOURI 63146 1-669-2713 FAX: 314569.2046 til O I.- —.0 a- Nve ) 63, 2§ 2) | SITE CASCADE: MS03XC663 SEE NAME: ROSEMOUNT VFW 11111! '®r% p DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. � | | 4k 11 1 - !-2' )III . } . V | . | |i BrI , c itI 1 !. II PIANS PREPARED BY: 4SSC 9900 West 109th Street, Suits 300 Overland Park, Kansas 56210 Phone: 913-438-7700 Fax: 913-438-7777 C, OWN° L, r L :RAIL ROAD, SUITE 460 OUIS, MISSOURI 63146 1-589-2713 FAX: 314-569-2648 111§: 11001 II■■1U1 NOIIVA313 31IS [ 4 a - 2w 03Sf1 ION 1IV130 co 1IV130 ORIBAH IVOIdAl § Cal £99DX£OSW SIZE NAME: ROSEMOUNT VFW III PREVISIONS: DESCRIPTION 1 DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. r f |, I � 4 .f |` llI §: 0 N| § f■ £• !q ■ | |f • | | |@ | 1 f ■| PUNS PREPARED BY: 11,14, 3' SSC 9900 West 109th Sheet, Suite 300 Overland Park, Kansas 66210 Phone: 913-438-7700 Fax 913-436-7777 COWN_ ° CA3-17 7RAIG ROAD, SUITE 460 • OUIS, MISSOURI 63146 4.569.2713 FAX: 314-569-2648 � E 11§� 11111101 BASE LEVEL DETAIL NO SCALE D 1:5 aaa aE:,.8,1, 3 IEXISTING ANTENNA & RRU LAYOUT 0 100' NO SCALE C (AZ 240') •.• /. (AZ 1201 .,,,,,:.::::,:_,. (1) EXISTING SPRINT\ v _,!,,,,,„,,,, ANTENNA PER SECTOR `� 3C `�AZ14,* 1 (2820,) (AZ 240-) ®- ' �. //' ' 36 % 2C SECTOR 3 (AZ 240') �V (AZ 1200 SECTOR 2 (1) EXISTING SPRINT RRU AND (1) EXISTING RRU A2 MODULE PER SECTOR iar 3A 20 (AZ 240') (AZ 120') I 0' = TRL C 11 ;g. 12 ed is•� _�C A K 2' ° I jkpe. 14 ;Pam LIQ i :1: z gQ at °I°' ,_ III l a m o m • C x y n KAM PNEPANEN PIAL CROWA ,�� _1 F 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 63146 OFFICE: 314-569-2713 FAX: 314-569-2648 1mvi 88 111©01 MIEN! 2.5 MHz ANTENNA MOUNTING DETAILS NO SCALE I B I z 2 s 30g gQ PL, D2s5 „53 s2 :11 JF,0 'Jr, fF:m olg c 'z lg 42 $U+o�g= ;z -T Arr Z. 2A920 Z. ;2 94 NA / g2 m ..2 �' O Zgril g _� Ey F gL• t,.' fT m vi FINAL ANTENNA AND RRU LAYOUT 0 100' I NO SCALE I A I L•IR'fainl M), iMi1'- 0_11 miry ��' `111, AF ii =2, 3s y 9 r �I m .T2 f2 N ,„2 F J Om ,g b2y cc `c m2z Q m S.cNc m„ �� oo �� amino (AZ 120') ---:- 51 \ ' ' ®. (A228 . ..._ 1V:, (AZ 120•) SECTOR 2 ' 41. 2D (AZ 120') I Cr = TRUE 1!!��1�1� cr., �O z 991ZacZy AM i...1 ;g e D- m9 �Cz m " I�,� .�. UTAm s O X say M„), mo�z 5 tiN Z Z D0 v �; �q2 H z . 52 C Gm m� .1 c .2 zvm 2 2 33z 5 C z,do0z -o m N A O £99DX£OSW SOD NAME: ROSEMOUNT VFW 111P zCg'i DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. 2 g' C 11 ;g. 12 ed is•� _�C A K 2' ° I ° i :1: z gQ at °I°' ,_ III l a m o m • C x y n KAM PNEPANEN PIAL CROWA ,�� _1 F 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 63146 OFFICE: 314-569-2713 FAX: 314-569-2648 III X01 111©01 MIEN! Fir I JII A A z mu og fA z W 2 BETA 1 ALPHA 2500MHz #2 CAL CABLE -SECTOR W m ET-X-WM-18-65-8P 2500MHz #1 CAL CABLE -SECTOR 2500MHz COLOR CODE W N - m C. N — m m m O m O -C O m'_r C)y -C O M O m O AT 0y m i m i x m AM Clf X m m f m XIm 00 m o CO n m O may-+ 0g n m o m m o xi -1 GI, s C mr_.9 r 0 r_ o Z-1 CW C 0=1 * = xi a 0y m 0 i c , m m n x a -ter 0 _ r -Ci Or f f M rm CC)) 5 A '9_r 0 G , ) = C C) xOi C) x Z 1 = 01xOxm C) x D ZX W N + N M H O xi INSTALLED ANTENNA SCHEDULE N m b m b ET-X-WM-18-65-8P MODEL NUMBER z i KMW KMW ANTENNA MANUFACTURER 2 PER SECTOR 2 PER SECTOR 2 PER SECTOR SURGE PROTECTOR USE DOSDNG N.V. HYBRID IIIP 0 z 0 ym Si 0 z 0 NUMBER OF HYBRID CABLES 4 4 N G 1 x S o o C) M A Z,G M N N N Or, l. -I- o 0 0 O; 1n -x x N Ab W N x N 5 2 N x N A S G RRU MODEL RRU MANUFACTURER A C NOT INSTALLED FILTER MODEL L NONE NONE NONE FILTER MANUFACTURER N N N N C rnm XI m m m c - ac �; m XI m q m ! m ! re;' ‘E RI rA =a 0O S n1111E0163 SITE NAME: ROSEMOUNT VFW IIIs ��I 1111©©1 F REVISIONS: DESCRIPTION DATE BY DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WTTHOUTTHE DEPRESS WRITTEN CONSENT OF SPRINT. v I l tui'" §s11 l :sill P a 3a 0 lit ENGINEERING LICENSE: I N.roay - NIB plan. apoHMeatbn, or report reiOo rlp. apo .yawl ., unl wit tlu dab of I Endnw ii , MICHEEL L OMENS — PUNS PREPARED BY: �pA.J /SSC 9900 West 109th Street Suite 300 Overland Park, Kansas 66210 Phone: 913-438-7700 Fax: 913-438-7777 AcflowN. 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 63146 FFICE: 314-569-2713 FAX: 314-5692640 UNE! b m • IDETAIL NOT USED NO SCALE D DETAIL NOT USED I NO SCALE ( C FREVISIONS: DESCRIPTION DATE !ISSUED FUR MET 02/10/14 2.5 RRUS I NO SCALE I B I ,§2e § g § k . 2.5 ANTENNA I NO SCALE I A I § §,f § K , i |2i� §& % § ( k®■5! , | § § 2 � . ° � . •■�§_ ' , §.m, 7 ` } m§ ^ �k� _ � Ac8O Ne „,,,4,,,,,,,,, 1001 CRAIG ROAD, SUITE 480 ST. LOUIS, MISSOURI 03148 FFICE: 314-589-2713 FAX: 314-569-2648 y. M / ' . ;, . « i� S: .< ... . . 1__ men 110. K - --� » y.y�° \ A r \ 2 � ; § ¥,§. - \ x § , f ■=._ _1 mA§ F' §§§VI } ,• m§)® P n Ka 6 i. . % B i § '5 & | 2|a; i E IN x I R® oo' §° o e o ° 2 2-. \ .. "� y MI I 1 I ]. _ . ].,........_......______„,—el • ®# 4# . § m -8; 1 § m M k § SITE NAME: ROSEMOUNT VFW FREVISIONS: DESCRIPTION DATE !ISSUED FUR MET 02/10/14 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. l � 1 1 0' || - int lill Hi; ' i ! i : ` |� ■ a\/—§ || ' HO $ IA PIANS PREPARED BY: 04. tig /SSC 9900 West 1090h Street, Stile 300 Overland Park, Kansas 06210 Phone: 913-438-7700 Fax: 913438-7777 Ac8O Ne „,,,4,,,,,,,,, 1001 CRAIG ROAD, SUITE 480 ST. LOUIS, MISSOURI 03148 FFICE: 314-589-2713 FAX: 314-569-2648 11q11 men 110. O3Sl ION vino 0 n INVid N3MOd ONIISIX3 w EXISTING RACK WITH 2.5 EQUIPMENT s •1761 ueo oea U�e Q SITE ADDRESS: 2625 120H STREET WEST ROSEMOUNT, MN 55068 Ws' SITE NAME: ROSEMOUNT VFW DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. s ff� C €10 i V R' I%r!1 tilt *IF 21,I r I g1 PIANS PREPARED BY: /SSC 9900 West 109th SUeet, Sulle 300 Overland Park, Kansas 66210 Phone: 913-438-7700 Fax: 913-438.7777 mcgowN., L1 '3L)I L 3 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 63146 FFICE: 314-569.2713 FAX: 314-569-2646 I'I��I "1,©©IFS-411 q N 1 rt NVId ONIGNDONS IN3Wd1fO3 i - N - u a ® ► ■ i 17, z ONIM ONfOLO ONUSIX3 G3Sf1 ION IIVl3G w ANTENNA GROUNDING PLAN (TYP) z 0 o r•y 2 LA LA O w �H 0 SITE CASCADE: MS03XC663 DDE NAME: ROSEMOUNT VFW III DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. 4n4 q Q l '!a 3 8' S :Q1,it Avg ��} rt ' a r 1 Z q r iS I i .s z tQ 3 �0g m ax st 14 PLANS PREPARED BY I, ti' /0, „N, SSC 9900 West 10981 Street, Sidle 390 Overland Park, Kansas 66210 Phone: 913-438.7700 Fax: 913-438-7777 VCROWN° I L 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 83146 OFFICE: 314.669-2713 FAX: 314-569.2648 iuuioei IEXOTHERMIC WELDS NO SCALE E �)' ITYPICAL GROUNDING RISER DIAGRAM 1 NO SCALE I C O ► ESV TYPE KA NOTES 1. ERICO IXOTHERMIC *MOLD TY EXAMPLES. CONSULT WITH PR SPECIFIC MOLDS TO BE USED 2. TYPE NC AND TYPE GT CADS TO BE USED FOR GROUND RI __1 A all l,'-► jl1 X Oy,� Z A Z ata!" _ O _ m, x ZA E N m \\\\\' \\ rh �� T Ir - z A z iv ri �� 1 T all all EQUIPMENT GROUND �< Ex mx w~-iz C2 3< 93 O 3§ cz Ha z R TA NA c AA= —91 3 E C� - m o A ^ll, ®w_�. 2 -HOLE SPADE CONNECTIONS UPPER GROUND BARS NO SCALE I D dZ m� A ° SECTOR - 1 RRU O Q 1 SECTOR - 2 RRU NOTES 1. APPLY NO -OX TO LUG ANC NOT COAT INUNE LUG. 2. IF STOLEN GROUND BARS i CROWN CASTLE FOR REPLAI mo -OA* '17.4------- n 4 c o � ,,l____—_ , I SECTOR - 3 ®® a RRU Q� A Q C®®1 gg 5 Q A 1=.1 III (o®,p , �o (O0 D I I o m p Pi IAB CONTACT SUI I ENCOUNTERED, BENT THREADED (®®D J 1 �a I Io 1 mx ®0 A ®® r i 1 D O J J OI ACl A NO O ', A C C O S TWO HOLE LUG I NO SCALE I B I DD 2f -- NIR 20 mm Z vy SS Oy ;IIilailili.i 09 P`q ES N N 9688 m IS= ' A- A AO $ r HI x L 1 N ~ lig l� a g�2 3im 2 -HOLE SPADE CONNECTIONS LOWER GROUND BARS I NO SCALE I A I AZO mF (A\ th Dm NOTES 1. APPLY NO -OX TO LUG AND BAR NOT COAT INUNE LUG. 2. IF STOLEN GROUND BARS ARE ENCOU CROWN CASTLEFOR REPLACEMENT TH AAC .� Ao �O = <AS CO b ry O l o • ) t8 �6 61 m� c A I i1INN1l111:1 y i.r i �:� �� Ei t6 Z �_ 00 zA A m-zyC 0S al Com® D 1 1 ga zjmz Ao, §Ag COO r 1 00 xo o�N zoo ( ®p 1 o mO� (00 D I 1 I Azo i CONTACT SURFACE. DO NTERED, CONTACT BEADED ROD KIT. h,7 Zoo m oc Em `Pga p A o- ,a C0 D r _- Ac®®Q F.°, 1 1 z2 (00 0 i 1 P2 e i i mx O EA F ` © J M £99DX£OSJAI NOLL081211S10 OO ONIISIX3 z 0 m 3 n 0 0 _ o,oz� z 3 3 0 n n n .-. s e � m 0 D TZ6Z0-TTLTZz b F, ETZEO-TTLTCCI 3 ti D D D n n a n s a b 000 D 0 0 zzz z H mm> -10 >00 z m'^ OD 0 00-1 ~ O 0 b D 0 zs< 0 Z- mor v� =o 0 z 0 m uOI*ewiojul nod Uol5EWJO/Ul a4eldaweN N zon gun uolinglusl0 aamod 3 0 rn 0 Z C m !I m z & /NM� m m X0 rn T m 70 V♦ 2 rn rn EXISTING ELECTRICAL ONE—LINE DIAGRAM & LOAD CALCULATION z 0 IIS s O aN 82 0 0 0` o` o}o) o o\ I I I I I I I}Iij 0 0 0 0),)-0).)-0) L J 9 T1 0 0 £993XEOSW SITE NAME: ROSEMOUNT VFW wu2 V g y M N A W N+ C. g y� i MAIN BREAKER: 200 AMP SITE NUMBER: MS03XC663 VOLTAGE: 240W120 1 ! ! I 1 MMBS DV - BATT BTS LTS FAN LOAD DESCRIPTION l f l !! I f i i l 0 m D a y A A I I I 1 1 1+- 1 mi N 0 L A m mx mm 0 1 1 1 f 1 i>>>>>> m '" D a (NEUTRAL BAR: YES SERVICE ENTRANCE: YES/NO (PHASE: SINGLE (BUS RATING: 226 AMPS 0 1 1 1 1 1 1)>>> a> PHASE B VA v ° y;! 1 1 1 1,++ 1 N 1 No� NmA 0.00 TOTAL CONNECTED LOAD 0.00 I! I 1 1 1 1 0 1 g 1 g m Da a A SPACE PPC RECEPTACLE f i 1 1 AC SURGE SPARE GFI LOAD DESCRIPTION GROUND BAR: TBD WIRE: 3 AIC: 10KAIC A N O N W A N O N 1 'p N n 9 T1 0 0 £993XEOSW SITE NAME: ROSEMOUNT VFW F REVISIONS: DESCRIPTOR DATE ISM FUR POLAR 02/10/14 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED W TTHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. _a �! 1 .P l ,11 Ea$s i e11R '11 C. g y� i air 91 i 1 ; T i;ii'I r r Iv il.' i f PIANS PREPARED BY: r.,' _,,, ,_t?.., /SSC 9900 West 109th Street, Suite 300 Overland Park, Kansas 68210 Phone: 913-438.7700 Fax: 913-4387777 VIICM11.1.1 run. n CROWN 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 83148 FFICE: 314-589.2713 FAX: 314.569.2848 IMO EMI N n Em -f 0m� m�g Rim :11 2-. m 05 F2 zg Z 92 Z8 Ccym yly� :S331A30 ONIA0ddf1S M p o 0 m z imrIgE I0 spcp RniOzpR 41 PHI ozXo O40 C m �Z;v my'JB .°v gmq 28pp, _� no. �+ Ol a2R0) Sm5A A �Fro !?NPa1 m mEgly om252 v >o 8Avtt0 d dI ° T q p`s1m� Jong Eyg $yam !Arnn cc.. �r+l inT q ONM ag 115F mAC>mygZN R A21�2 pZp �p � m0�0 m'�- �mm �zANxO O 1 =O O C o€ x N° O m p BAA O S B Z z mvi0-^9€§ 0.1 0zr T '�z'gCvyf`��' g x Phi Om am � ��m� �2N71+�Tv�� m8R . gal m F Zo6 � �noFQm z m 84ym zC1<c m n T88 gmEc �z me moa im m 00�^ mfavlp z'^ �g`FOFJ "�$W�6o m o tciFiJcmi�v�mB mm1z6 WO 6 (02ggpga =o ZD p p2 I yy= fmm��D p am��m}il" i�yoFx hl DA1P Pnmzm ZTo cv�p!�1 g IgA �myNBS xo C - mACpKN zom *rung pz>s o z FJ�a 0 0m a A s 0 0 z C -i v ONI138V1 2f3XV3218 imam 30 C) 0 v 2 8 pFy 0 5 m ION tggl fA=A D 22223,9B v S Ooo 2 N2y_ 21 gr gDr3 mm C g C wo mEA C p p m T m 0 �TAppm o o5 O mygy oFog o ZZ ymmOx >F z I-li�goFz C O9z B �pF?8 O b V1zNC -1 viiO $ 51 o m+ri21my,Qmm-AAAO�gv� z -{zB0 . 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O o zo Z>Z8i N' N Z :S3X08 ONV S8fH N SNOLLVDHID dS SITE CASCADE: MS03XC663 MD FOR MAT 02/10/14 JO 0 SITE NAME: ROSEMOUNT VFW DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRES WRITTEN CONSENT OF SPRINT. b9" e i I '7' I INFR -- !ill " -4 fill. ll. at a 1 : 41 r § 1 ° PLANS PREPARED BY: 411,110 SC 9900 West 109th Street, Sate 300 Overland Park, Kansas 66210 Phone: 913-438-7700 Fax: 913-438.7777 MCROWN° .P Y, 1001 CRAIG ROAD, SUITE 460 ST. LOUIS, MISSOURI 63146 OFFICE: 314-969-2713 FAX 314-569-2648 m if rP tyofEaaii 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5685 Fax: (651) 675-5694 Email: planning(a.citvofeagan.com For Office Use Permit #: /IN®` Date Received: L J 2017 ZONING PERMIT APPLICATION o Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Property Information Type of Work Site Address: 2.62c- (xi-L1S-1- k Owner Name: l...Jr a w GAS -VL Name: e±10-,kt _ Phone: Address: / `v 0 J ci;c 2{2'47> City/State/Zip: Applicant Signature: � / Date: 7— I (- ( Email address: ! Gcuwd. a C.Ov3-7 ❑ Retaining Wall <4 feet ❑ Patio ❑ Sidewalk Description of work: ❑ Driveway ❑ Sport Court ❑ Fence Y1vt4..5 v►'vf ,12Itther: f reuki LseI sl l -e✓ pprove Notes: D&h( kS 5it•du-Pt ing, bluff zc Date: '7- ,1 ? Staff: c...404/ Revised Plans Approved: Yes / No Date: Staff: The owner/applicant is r gponsit le fior coynrt'tance with app iC{'bs constolon f3 cods Engineering Grading, drainage, utility easements, wetlands, erosion control, improvements in the Right -of -Way, etc. Approved / Denied Notes: Date: Revised Plans Approved: Yes / No Date: Staff: CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonecall.org G:\Building Inspections\PERMIT APPLICATIONS 0 LOC. CODE: 424981 w Z 2 o J O H 0 U, Z on wm0 120TH STREET W. ROSEMOUNT, MN 55068 U Q W cc 0 d I -z as<2 O m apo -1- U (n wwwzn w 0 w z U Z W O O 0> a I Z Pow a O O w z V) 2i o -1 1a < 0 m Z ci ❑ N- N 0 W O co m CHECKED BY N- 0 0 0 0 m F- ce U1 2 a) t v Z 0 w F- W 0 M N O O_ N 0 N W z z MIHAELA OXLEY RONALD SIMMONS STEVE COLLIN RF ENGINEER z 0 UW 2W Z_ N 00w 0 O -0 C1503 +SI&V I I- LESSOR / LICENSOR APPROVAL W ❑ PRINTED NAME SIGNATURE w x (n F- C• U' Z W • U U W ❑ a 0 0 m Z 0 0 0 U a) SEE COMMENTS. 0 w ❑ w W z NO CHANGES. a a 0 O N 0) O EXISTING ANTENNA ARRAY (TYP.) 0 O d XISTING 100' MONOPOLE TO 0- 6 v6 CONTACTS W r 9 ❑2 O W Q WF -04? 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ROSEMOUNT, MN 55068 O 0 O O cc m CHECKED BY: W re N- "?5 Jg o Wj tio,;; iso ,3 o S4 a o ti Q 4 Jam/ 6 OIG "+ a 4s o W 2 `a' F— Aga , • ` y Q Iw o tio�� ' oZ Oa Y O Em o 8 ZP_o ig W L'!,.. 2.-,A22 'Y' SECTOR PILATFORM AT 80 AZtM�H re POSITION #2 POSITION 13 POSITION #4 0 POSITION #' z =a Z 0 oa *cn a_ CC tx .050-7d0 -J d M 2 M COAX KEY DIELECTRIC DIAMETER RUN (INCH) (FEET) (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU _ SEAL UNUSED PORT SEAL UNUSED PORT SEAL UNUSED PORT SEAL UNUSED PORT (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212 -B13 AT POSITION 1.1/1.2 (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212-B66A AT POSITION 3.3/3.4 CONNECT TO R2212 -B5 AT POSITION 2.1/2.2 SEAL UNUSED PORT SEAL UNUSED PORT _ SEAL UNUSED PORT SEAL UNUSED PORT (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU SEAL UNUSED PORT SEAL UNUSED PORT _ SEAL UNUSED PORT SEAL UNUSED PORT (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212 -B13 AT POSITION 1.1/1.2 (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212-B66A AT POSITION 3.3/3.4 CONNECT TO R2212 -B5 AT POSITION 2.1/2.2 SEAL UNUSED PORT SEAL UNUSED PORT SEAL UNUSED PORT SEAL UNUSED PORT (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU SEAL UNUSED PORT SEAL UNUSED PORT SEAL UNUSED PORT - SEAL UNUSED PORT (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212 -B13 AT POSITION 1.1/1.2 (1) ROSENBERGER HYBRID JUMPER HJ -712015 FIBER FEED TAIL DIST BOX TO RRU CONNECT TO R2212-B66A AT POSITION 3.3/3.4 CONNECT TO R2212 -B5 AT POSITION 2.1/2.2 SEAL UNUSED PORT _ SEAL UNUSED PORT _ SEAL UNUSED PORT T SEAL UNUSED PORT FOAM I 1/2' 10' OCOAX KEY SCALE: NONE MODEL M_ m N_ I I I I m (VI `v C. m M CC M_ m N_ N r 6 m N I m I N °' m N 'C'71 . . I I i. I I M m N r l I I l r I I m N N I m M M I m lc. NIX _ I N r N u� m " N I. I I 1 I 1 . M m N 1 r l 1 1 r , mI 1 N CV. N mI M M m N re r up N 1 cc N u, a] N N I I IIII I LDF4-50A MANUFACTURER Z I W 1 I I 1 IIII I I I I O I 0 ; N I 1 I O I O I O IyI I I �I � I w I t r O I W I I I I I I. I I I I I I i I I I I I I I oI O6 U w E I I I I O I 6Oi 'I ty [5 11 E I I I I I I I I w 1 1 1 I I I I yI 1 1 1 pI I I F5- 1 1 1 I I O 2 OO vI y w E I I -I O I O U0,Iy _ I e7 I fiE I I ERICSSON ANDREW U1 I I I I 11111111 1 1 1 I > s I c I > I D I> ccE I 111111111 I I D I 1, I I t 1 I I I I I IIIIIIII , 1 I I I I I > I > I I> I c 111111111 I I ] I I I I I I 1 f i l l 11111111 I I I I I > I z I > I I> FE I F I c 1 1 ] I I I I E 11111111 I I I 1 g i Z g- 0` 11111111 1 1 - I - I _ I _ 1 _ 1 I _ 1111111 I I 1 1 - 11111111 I I I I - I I I i I 1 11111111 I I I I - 11111111 1 1 1 1 - I - _ I . I ._ I I _ 11111111 1 1 1 1 m ~' ANTENNA KEY J ,_1 = 0 1 1 1 1 1 I I bit 111III1 1 1 1 1 1 II I ii I I I I I I I I I I I I I I bI1I1111111 bI111111111 11 11 11111 1 1 1 1 1 I I I I I b1111111111 1 1 1 1 1 1 1 1 1 1 -1 I I I I I I I I I I I I I I bi111111111 oil I'l I111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I bi111111111 1 1 1 1 1 1 1 1 1 1 I I I I I b1111111111 1 1 1 1 1 1 1 1 1 1 I I I I I b1111111111 1 1 1 1 1 1 1 1 1 1 I I I I bi1111iii 11 I I I I I 1 1 1 1 1 I I I I I b1111111111 1 1 1 1 1 X7CQAP-86-865-V SPARE 96' 74' 70' - 0' _ 2ND PORT FUTURE -- _ 3RD PORT FUTURE - - - _ - - 4TH PORT FUTURE - - - - - _ 5TH PORT FUTURE -- 6TH PORT FUTURE - - - - - GROUND ROUTE = 45' RAD CENTER = 70' SHELTER = 10' TOTAL = 125' J r, p w3 S 1 1 1 1 1 I I I I I Nil1 1 1 1 11 1 11111 1 1 1 1 1 1 1 1 1 1 II I II 1 1 1 1 1 11 IN I INN 1 N1 111V1 1 iNi I 11111 11111 1 1 1 1 1 I I I I I It 11 1 1 1 1 11 1 11111 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I NI 1 111 1 1 11 1 I I 1 INi 11t.1I I 11111 11111 1 1 1 1 1 I I III Zvi I INN I it`ll I 11111 1 1 1 1 1 II I I I I l 11 1 1 11 1 1 1 11111 1 1 1 1 1 I I I I I Nil111 11 11 11111 I I I I I I I I I I l 11Nl Ills, 1 11111 1 1 1 1 1 1 1 1 1 1 Ni I iNI I INI 1 11111 /a, c.) I I I I I I I I 9_1111111111 1 1 1 1 1 11 1 11 1 1 1 1 1 .11 1 1 1 1 1 1 1 1 9_1111111111 9_1111111111 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 9_1111111111 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 I I I I I 9_111111'11 9_1111111111 1 1 1 1 1 1 1 1 1 1 I I III I I I I I 9_1111I1I111 1 1 1 1 1 11 1 1 1 I I I I I ;111111111' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9_111'111111 I M I I I I I I I I I I 9_1111111111 1 1 1 1 1 1 1 1 1 1 I I I I 9_1111111111 1 1 1 1 1 ADDRIONAL• (8) DISTRIBUTION BOXES, MODEL RXXDC-3315-PF-48: (4) AT SHELTER & (4) ON TOWER. (4) ROSENBERGER HYBRID CABLE, MODEL HL -96121130 (DIST BOX AT PLATFORM TO DIST BOX ON TOWER) (12) RET JUMPERS (RRU TO ANTENNA 1, AND FROM ANTENNA 1 TO ANTENNA 2, PER SECTOR) (36) TERMINATORS, 1-2W 500 (FOR ALL PORTS LABELED AS FUTURE) z F 1 1 1 1 1 NI -.4.1, 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NI 111111111 N1111IIIIII 11 1 11 1 1 1 1 1 1 1 1 1 1 ^114.1 11 11 11, 11 1 1 1 1 1 1 1 1 1 1 I I I I I NI II 1111 NI 1111I111 1 1 1 1 1 1 1 1 1 1 I iii ^I111I1I1I 1 1 1 1 1 11 1 1 1 ^1111111 11 I I I I I I I I I I ^1111111 II 1 1 1 1 1 I I I I I NI 11111111 I I I I I I I I I NI1111111I1 I I I I I $ Z b I I I 101I I I I III1 I °fI I I I I I I I I I 11 1 11 1 1 1 1 1 iol 1 1 1 1 111111011 I 1 I 1 I 1 1 1 °'I I I I I °f1 I I I I 1 1 1 1 I I ' I I 1 1 1 101 1 I I 1 1 I I I I °'I I I I I I I I I I I I I I 1 1 1 1 1 61 1 1 1 I I I 1 I 1 .011 1 1 1 1 1 1 1 1 °'I I I I I °'I I III I I I I I I I III 1 1 1 1 1 ioI I I 1 I I I I I I °'I 1 1 1 1 1 1 1 1 1 II I I I 10l I I 1 I I I 11 1 'II I I I II I I I I I I I I 1011 1 1 1 1 1 Ill °'I I I I I I I I I I I I I I 1.01I I 1 1 1 I 1 I `34I I I I I I I I I I I I I I loll 1 1 1 1 1 1 1 1 °'1 I I I I ' I I I I o W o mc ,1L01,1,1,1� +111�1E1=1E m1n-1-1-1-1- LuIu,IV.IVIVIV.�I�I4'IVIVIV IEI+III+11 +111+111+11 1'�l1,51,51,51,5 a_lalala,I IreI¢IzzIr, W1„1CI,1C1, 1%111E1S1c -1-1'-`1"1-1- �I_I,I,I,I, wIwIVIVIVIV. +111�1,1S1w 1�1+111+II m1 1' 1'111 11'- I' -L,11,11511,5-1,5 U D.1.Dl.IVIVIV +111+III+1y1 3 JIJIQIc14IyQ W1,1,1,1L,1,, �IDI1%1=ID F1;1'51'51'51151'5 l”-1`'-1"1`'-1" .I IwIL,I�I� +1119 %1%1D -1 11'-I"-11�1`� LuI�IV1 1 1V. ISI+I11+11 11�1`R'IRIRI ,, �I�IVIVIVI +1,1+111+11 I� JIJIQIQIQI< MODEL X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ 4TH PORT 5TH PORT _ 6TH PORT X7CQAP-86-865-V _ 2ND PORT 3RD PORT _ 4TH PORT _ 5TH PORT _ 6TH PORT X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ 4TH PORT 5TH PORT 6TH PORT X7CQAP-86-865-V _ _ 2ND PORT 3RD PORT _ _ 4TH PORT _ 5TH PORT _ 6TH PORT X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ 4TH PORT _ 5TH PORT _ 6TH PORT X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ 4TH PORT 5TH PORT - 6TH PORT X7CQAP-86-865-V _ 2ND PORT 3RD PORT _ 4TH PORT 5TH PORT 6TH PORT X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ 4TH PORT 5TH PORT _ 6TH PORT X7CQAP-86-865-V 2ND PORT 3RD PORT _ 4TH PORT 5TH PORT _ 6TH PORT X7CQAP-86-865-V _ 2ND PORT 3RD PORT _ 4111 PORT 5TH PORT _ 6TH PORT X7CQAP-86-865-V 2ND PORT _ 3RD PORT _ _ 4TH PORT _ 5TH PORT _ 6TH PORT TI i 1 I I I I A 1 I I I I I I I I 11 I I I I I 1 I 1 1 I 1 11 I 1 i I I I Q I' 1 I I I I I I I I I I 4 I 1 1 1 1 4 I I I I I i I I I I I I I I I I I I I 1 1 1 1 ot —1111111111 1 1 1 1 1 1111111111 —1111111111 1 1 1 1 1 1 1 1 1 1 —1111111111 1 1 1 1 1 1111111111 _1111111111 1 1 1 1 1 1 1 1 1 1 _1111111111 1 1 1 1 1 1111111111 1 1 1 1 1111111111 1 1 1 1 1 1111111111 1 1 1 .-1111111111 1 1 1 1 1 .-1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 mil mil -Iryini.t.lv,lco vivid-t1•' 1 1 1 1 1 1 1 1 1 1 bl11,I,1,1, NI I I I I I I I I I Z 1 1 1 1 1 XIx1 1 1 1 w11:-..1 1 1 1 1 1 1 1 IrI I I I mil 1 1 1 1 1 1 1 1 1 1 1 Ix1'IxIX XIx1)91,1 IX 1 1 1 19 1�1� �1 ..<1�hI� I IgI I I I IxI IrI I I I I I I M I 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 1 1 1 1 Qui 1 1 1 1 rp-<ivIX cK 1-..,1 M I I I 1 1 1 1 1 I.I�I� xigi I I I I igl IgI I I I I I I I I I I 1 1 1 1 1 Ic�'I�I�Ic lz 1 1, I << igi Ig1g mil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I mil 1 1 1 1 1 XIx1 1 1 1 c 1�1 1 1 1 1 1 1 1 gI I I I I I I I I I 1 1 1 1 1 I Ixlxl I I I 11�1�1\1 I I Igi Ig I I I I I 1 1 1 1 1 xIXlxlxi 1`�' �I�I�I�I I. igigi I 1g 1 1 1 1 1 0 C mo a 1 1 1 1 1 71NIM1 Cllnl(O -1-1-1.-1-I- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —.INIMI.,-.11n1,g ,7INIMI.tI1glt0 NIN1NINININ Mlri1M1M1Mlr; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7Icipii-tllnlco *lvlal�l�ly 1 1 1 1 1 mil 1 1 1 1 1 71NIMI.4:igl i ^,INIM1d;11nit0 -1-1.-1-1-1- N1ni1N.N,csiIcsi 1 1 1 1 1 1 1 1 1 1 mit —.INIMI-d-IInI,o M1MIM1M1M1M 1 1 1 1 1 1 1 1 1 1 7INllhl-tllnl. *l.rlvl-1:141 r 1 1 1 1 1 1 1 1 1 1 7I01IMIv,1LL71t0 -1-1-1'1-1- 1 1 1 1 1 IIIII 7I(1I'?Iv,1u]110 N1�i1N1Nlc�ilc�i 1 1 1 1 1 1 1 1 1 1 ."INIM1,1-.1u11,0 MIMIri1"'1"1'o 1 1 1 1 1 = i IV Q 1 1 1 1 1 bl,I,I,u,I, M_I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b_I I ,1,1,I, b_I,I,I,I,I1 1 1 1 1 I I ' I 1 I I 1 I I I I I 1 1 1 1 1 1 1 1 1 1 bl,I,1,1,I, M_I 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 bill 1111 b1111111, , °iI 1 1 1 1 °'I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 bI1I1I1I1I, °'I I I I I I I I I I 1 1 1 1 1 b1,1,1,1 II, °'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b111,11I,I, NI 1 1 1 1 I I I I I 1 1 1 1 1 bI,1,1,I111 NI 11 I 1 I I I I I 1 1 1 1 1 bl,I,I,1111 NI I I I I 1 1 1 1 1 o .,p7 u)m p >-6' r1w c9_ A V Z U w w �ao❑ Lao (�J rn N W (] m w LOC. CODE: 424981 w JO H 4 Z 7 20 Zc° Z om < U 120TH STREET W. ROSEMOUNT, MN 55068 SHEET CONTENTS: J W Q 0 U) uJX F Z Z w h O ❑ Z ❑Omtn 0 2 2 ZcIF-O O a 0 0 0 a DRAWN BY: w CHECKED BY O O w N- 0 O PHOTO - APPROX. LAND SPACE LOCATION SCALE: NONE LOOKING WEST FROM COMPOUND ACCESS 0 DISTRIBUTION BOX � W l O ?O a W o w m C? — Q I O a • w to DISTRIBUTION BOX SHELTER MOUNT SCALE: 3/4" = 1'-0" 0 PHOTO - EXISTING ANTENNA ARRAY PHOTO - EXISTING COMPOUND SCALE: NONE - LOOKING NORTH FROM EXISTING PARKING LOT 0 7 0 PHOTO - EXISTING TOWER BASE SCALE: NONE- FROM SOUTHWEST CORNER OF COMPOUND 0 — Nr a CO r i L 4-, t ,0—, CONDUIT AT SHELTER DETAIL _O — J W 0 W O H H Q o H 5 II0 Z w O U 0 a GPS WALL MOUNT 0 LOC. CODE: 424981 Z o 120TH STREET W. ROSEMOUNT, MN 55068 ifs 1-2 z Z LL O c3 U W � W W W W 215 U) 0 N. 0 2 CHECKED BY: F- 0 O m U L9 o a c o °D O 6:52 .g5 $' =° 8 a� � y o `0 0 C H O^ N C q y 0 c • as O Qr•d '5828 =-03 - ; C d c v a� 0 O'8 N P'>c w ,U E . o y n k o d d 0-E M c nr as E =v 0 � a � 0v 8tti e O 0T36"28-5 H C O, 0, n_ H .0010 y ti nO Nm a 0 Er 0-E • 3 g ""dui o o, y u H a •"-,;•;,8 u c n u C w O L 0.11L0 a cj C� G O•obi C C 0= 0•p,q O 5.a". 0 Br. „,-501 a 0 m ° Big! 21›"<T".§: -0-8;e5 + 2 U g�� x8 OX CN O:'O O; E O • E -524. 0 o+ c -5 -122 • 2°' 8f.(5 m O q o N '� 0 c °C H c E ai o 0 Narn gypp'kE20goE 0 m J a 0 8� ,f) to Eo AE c o c � L O cg H 0 0 E E 0 c NC E v 12 z o SFJ 0 w 5 c.)0 crV 82 §‹ O O C {� sggL-gz $ ww' 0.kim 131 80 c:30 w1.2 g§m2 C OZ ca C o w U a N ▪ N 1 5 a� 0 E 2 a Wag CU o. c wa$-2 ±)-2 O C O L N §.v� ES c Z -go °O d u o3 g • • i= E O a ▪ 28:2211 c� • O OL a • w o q Q L u o rf may cz 1,3 o 8 1 8 s - u ago --6 Ezm3 O a! C g es▪ " 5=0,22 3 ' .g -0 c0i I=8," E • o v E C m 0715-2 o>▪ -ai o 0iH ' ▪ L- n x.2 % 8 c o (T)1(T)15,1 43V to '0 O U D 02e 821 s c•c E N 0 N ^3 Z 0.00 O F O xF a CC Z wm °d m 1 8 rZ 5 5. C w - 0 41 lc 0 3 Z m W g sU K D) gWog, 3 w O Z ma C5 a � d o Al wZ j Z i = U. Cn �F o ,Fd,�&c�W2wz N>6 G x�c�o� a N �� 0_N ac= 4!N oW ,-ZZN µC 3Q31a OZµC�I �{a Zp�0 8M N N W N U) Li - g Zpz a_ C Lp y O 1 csies02, 1, q H p E u HW Ea naoi y N L 0ON H w N 2 L l N q �L.0 gigAQrn ' N rS-• � o •ps au q 'O U a; Lna H- a :3 ovr3 N o 'S-e�oo -281-58-0E-6-028,�v o .g-,1"2T211? 2ti°°(,� �) H• t'Sa.' 0\-t >t Dv, =' •.=0" C H C o • - N � C C � ea d m c as o °-'aT Cy O 8 C.qcE ° L2- EtriM ;▪ Eou)o;1CT)P)y,_< 2-4-!11 225 °tcEcca' ��!(- • LO $ q Y n H O $ 8 s O SO C o po 1 a o 2. c H •2 3 o o d E 2tH, O o l 8 ' H 0 0°U \ c a E ° o w2 f g E 8 °' a m2 8 LU 4] r no � -08 • C. O V Mii ° N V C »0 8•- 22.8KZA -E'-'") .ON > C U C $ C > , O q a -084-.g1' o n o g3:51088.- 2 8 q 0 .° 0 L 0 - Zj o•.E-, ,t Ne O o > ppH C 5 C C C L € °' a' o Z O J -N y15 C O aq w ° c - o = a ad'a �,,1 - c 0 rna 4!L g15' -,.s. g (.2? (SSP D. 0 E E Epi 0_0. li0a o . C g 0 n 0' 2 - u 0 U L V S E 0 o a °N) Sf0 0) UN'at -5v w 0700 70 0 0 allo J 120TH STREET W. ROSEMOUNT, MN 55068 3 co i CHECKED BY: 5-3 0 W 0 0 SYMBOL AND NOTE LEGEND V) ,0 N COO) N N N N N 0 12 SBTC AROUND SHELTER, TOWER, OR GUY ANCHOR MO,O CO )0..,..,..00 Nan..... .........NN Z •CR Z G .n. a W N d Z .w a =F VI W m N gz U K W (.J Or d - w g Z i ZE Wµ, LglgLE 00Ooh c'<CL m00 0ammaaoom9 a1(401 - V\ O O O O O \\ O O CO O=O m\ Z Ncii C9MMM M M UCC MC0a 0 U Ua m M atkan. iRie M M LL. li 0 0 MMMMM MMM M n F.f) *a aw cn Co 0 O� N C C9 ZW v 0 I>: =N ce CC a- 1111%0R0M.F5 P06-40EW MP 40L -i00 gRg zomag00oro V Oa -00<Z C7 CJ El CO z Np CDC9 of .3- KZ Z Z W Z aa op Z Z wC� ceK 0 K �i a' C K 0 Q - a NM Y 1C)CO NOO 5/8` X 10'-0' GALVANIZED STEEL GROUND ROD a� g M � .9.A (o co ,o 0 NCO CV an. z an. o N oz CD12 ogrgQ W t ,i, p0<<)rz Wm o Or g cr) W N.cnc. yJ t J t- w WZZZZ x I W 0 0 0 0 0 0 t o rrrrra V0 Emmmmm L. c"c"mo2oorr r r rv)�)`\\\< zW a 22 M22 CD� Oc-NSLOWN MQ0 WWW WWII) WWW Pill 11T rpN40 0 - Z 0 \ N .- .10 cc*s\N W Vh N@ all. N"01 . app n' w mU 9 cn LI m 3 z ooj o o R I « o �5 T a o 0 E z Ta Ca) Z 00 0 x E•C-0 a a m J O CL U O 0 a C] CCD 0 m U LU a> 3 0 S v o a_o s U Z m a d 3 U wU' v) W Q: n g O = J 0 Z O x ' V 0 0 J w0 az a z om w a c 3, U O0 en 3 Nall. 0 2 g W g a O 3 0 N m2 R i Jw 3 '2:28 MI - m b G$ RR s r has • O < m m U W W I CCD CCJ Cn'� CCD S 2 Jca co i a C K N y O y n'v oN00000o8G000000000000ooCoole)88 IILE )IE 8.222o O %.9 EE 13,13 %..1-7, .` 0 d ?,18-2-0 .0 O O d m O 2 O U O r y 0O 2 S O O 0 > O ..0 .c cc0c° O O O 0 o m a) 15 0 o y o E O` 6 -.5 ,5 w O m o> C C N0 O 0 O 0 0 c w 0 0 Zn3 ;E« °H°O0 GENERAL GROUNDING NOTES: V 0 O O.L 0, 0 .•• O C L E U i° O d Vio V O = c E�w 9 0 _ 0 y o O ° E m yri E 1,,,3 a a c+% c 0w •- gr g4-5 0 fni n 0.- 0 0 15°,4, F- L O O da,,.- a, 3b gyp,, =n« 0`�0 n g0 L C cg O O .220 0 .0 N -'3+ 0 �3 0 3 �°a° 3.° -0 a• O .°-. 0 V 0 0 0 — N C 09o ° S.;. g € nv > y o g « 6wLU•` 0§7.3, n p 3, U T'v d 0 0 0 ON.L. •0a°)V- I .0-.° C°i 2H. 2i.avca ao' v s- N w E O C N a 2r -o-0 10 0 71 FE 0., -.2-6-..-t, - n `� La_ 0 po5 alt oJo Cl =— 0 3 013 • in 0 M I C 1311-73 2 1 0 2710 CO 0 71 •C 71 = 0 0 2 M 0 O C p, 0 0 V V V 7 lie O y V 8 Fri3 O 02J.2Cwp0CrV1T aO.,U.GJ0 OOwC 0•.-J 0 0 0 O OVLCCVOL2.La0dU 0oopO) L0. 0 V 0 0 J L .- 5 V 0 0 V occnovo3N NFsO 90 v. 22.2Y%195OL )U)U VC I ..0 .°. 0 2 -a N V.- 71 0 E d o O 3 y O 0 0 U j y a° Ca, d rn :8 0.g a OL 3 .0+ U 0. C 2i:',. w« :ill 3 a 0 L-. o . 0 = O .3 a a ? C .. T T !g it E E.o ° .0 .2t E 0.°. N m 0...+ 0 O UN O .°. G v O ° O g 0- 0 V O SO J C L 0 N 0 L :.2-02-6 N O L0'UoV 05 r 3 g o Z CU, 0; U Nn .5.E. L ON Ca O ` PCp W U a 0,4. O` T C, • o E • 2a-. .2..Z o, FOR GROUND RODS: CONSIDERATIONS 0 IV LC '4 C_ 3 O C tT % `0 n c c 'O 0 'm 0-8 CT -,51) C Cl 7 O W L 24' °O a 20 O O, Q- 71 E> OC o- E•u ° 0 71 s.-. E' w 0 OL11-1 N^NCp pT C y a n •C a E o n° 'JO o 2 UDC°0wO UT 042 41112L T UV CL 7,— LUL <w °w E x CO 42 . • * • 15. 'm COMPRESSION CONNECTOR DETAILS SCALE: NONE TYPE GL LUG a J ztW I_ 0 U 0 LU U_ 2 cc 2 W W L= r 0 w 47, w2-2 ' •py 0 O O U O; N C nt C O 3 .2'�' +tJ °71 Y 0•;.- 0 EV > w C V g>°mac; oi15�...., .2 E' E aEio m d coo ` Zv 0 Co OL ° > Ep0 c L°U 00 7,118'e 0O0N N 0 EOn n .-. UO .-Ed 22 0° z =.-E 0-d C a N0,' O; C onaw �0 cnU«o «vc °"tc y a,° EVE- „LEV§ n�3 0 E nOC oaN Vr°7iOLL� -. C � w oa. mmO.100. vad.icM ° i°pcr E • cccmo poaavd c3 .c 3 O wg,a _�ol15c f a EL Eaupo°LE9rnc-r>•E o$ aLCONU'°jryVU2UO �''o.CoOEV20 0 v .°-62 L 9522 00 tCOCE < <6,,,,,,,p4-3°OOO CU m 0 . .2- 7i.,-10. 0CvLtu°J,trom m EE_mo*` ... ) So goE.;t°2>•5 E 28-5-5co.oao E 0 12 013 '3I,0N 0 0 ,yEL-az E W U y am OO 0 �3 T =oo E 0 .0 E0 z2m0 tL.L,..0OLO• 0• 7 0•• • 0•.Z ma) OM Sip_. -0 f+ 71 0 O> O 0 001 N CY r -E0,0 IC •o-Equm s 2g2 w. a o C 0 E 3 o.L.. ° d c n �, •; 3 ; o •c . O O ma 0 O a) O y OCnp,O St -.5-5 ° E a °--,i 22 E ° 0 g 0..- °2 �3 E c 2,_1310 ,p43-caiE� 0 05`x`0 300 rnCoyV o$ ono cyaL') a>)�°c o'ww (001 E `er 2'3.-07. �. 7 .. `1)=,,,5 7 O _ 0 N 0 015 m .c+ �O ` 2-275137 720 •p0 `1 0 .0+ 0' 0 -5A 0 T O 0 ^° "', N O L 0 X O L d -015o07) a� rnm c'.. .0 C C' u'o m E 15 15 CC Q O •C S .C°. N C V O O^a 1 CI E .1 N O a I Cp; O N C O, .0 �' •27,1 E 71 aj U'i w L O c°) C cp C U •p N L a2 o°C mss�� coa 003 -rn OI�U=2 u�o gL"rnoE� ..EC-Ev �• c t2+�0.,o i°E c2v Ea0 — coWNU a�ia'o g..5.1°0-'' E n C 0 4,73:52.g.am_n�3cn o bN> $ov`m.°�oCccoi mw ED ' 3� °12 vw C o'� ). om mL; dat ° a«-• V >c = •3C`E ° cc�WUE Lw''m=030 E °-_ N NE dC°.t.. 00 c C$Oa 3LU00 cNm3Q..a nQ "'03_032,- DA ,vma)Wm�= a)�i 7p E0 .00-'t6:' C0 G N La O, N 0 C V E_ N C a O C = .+ U aq, C C 0+•� 15w E 0 — °-'c vF- rnm °'(.0>>.°_. E' a o 0 xo w acio2�0m ,7) 4) E$?'u >o�c-U 00' rt= a°o,pc C 0 C- 2 0 0 O C- W E 0 0 0 O p I C V C E a 20000\ L•CO yan 0k•Ci•C O OL 8C O C 00 v) 303 002 3 3v2 m o o 3 0 0 0.;; m•+. .. 8 0 0 tY GROUNDING DETAIL INDEX DETAIL DESCRIPTION h W 0 9'-4" X 14'-0" PLATFORM W/ CANOPY GROUNDING ELEVATIONS O` IL I a - TEST WELL DETAIL GROUND RING & ROD DETAIL REBAR GROUNDING DETAIL CONDUIT DETAIL TYPICAL GROUNDING CABLE BRIDGE DETAIL TYPICAL TOWER GROUNDING DETAIL O LOC. CODE: 424981 120TH STREET W. ROSEMOUNT, MN 55068 SHEET CONTENTS: z 0 a? z zre re CHECKED BY: W N- O 0 x x x x x ILal W x 0 N N / E cz R zczz - 8o / x aie °Igo El IX ix a O x 0 O O x x x x W x x x x x x x x '"'".> Q INC wig N z ON .� 72 ro mgJ m LOC. CODE: 424981 tit W 1--c0 Z 0. 0 z 03 Zom Q U 3 120TH STREET W. kE)O occ aw z4 ( T<"4 "4 W F- 0 F- z 0 uc I / 32, uhf I / 3gn G \ uck- 9-42 uor UGE GAS UGE U UGE uGE = — 39n 39n 39n 0�9n od9n -10 3H0 a 3H0 a 0 a GAS 4i! 151§ 12''' GAS r —1 1 L. J 0.011 GAS ih la kill. I"° : QQo Z GAS GAS YON GAS noon --V 3H0 3H0 u-11 3HC z EXIS r" 0w nK W O E 0 U mw W W 1 0 COMPOUND UTILITY PLAN 'H® ROSEMOUNT, MN 55068 GAS PULLBOX LOCATION PLAN to - N 0 to i m CHECKED BY: F- O W re 0 0 gLX G L 11 W Z z Ugg o g C) g O6pl5 O oau>- m 4 wwz a O 7 zZ grgg KWU A 0 ER VII LAW A$ mOzg w Ow U d Ow z ® � e•i 4 ;GAS 3H0 3H0 r ---T------ 1 I < 8 m 90)g ZZZ,9c .3m m m 0, 9 >' 9 -----_. - ...„..,,..........i.. ) ,• 7,a. 1,1:1 • :,,‘, e ,'2j,I:71-,1% , 1 ',4:.) . 1s I ; : r8 0 2 T3 g LOJ c 2 tg 00 0) .02 0) 0) S 00 o abp, HO 0 666 Li, I z 00): o o ▪ 2 z WI 01- 0 re w o 01 1 a xi - 0z C 'ON -10 atte.is 17; w 2 ct <0 z z w < z 2 Dakota County, MN 0 0. REVISIONS z FIELD WORK: 12/7/16 >U) w- TREE DECIDUOUS o • o o 1(0 co 00, CO 10 re W < LLJO I0_ U. 0 F_ (0 (0 2 •ccmzz O 0 0 0 O 10_11 D CL CL LU W 11.1 11.1 Lu 0 1— E ct < LU 111 I— 0 0 1— I— ELECTRIC POLE w z 0 o x w .J 0 0 uj LU cO W W W 0-W 0W1—t7-1— Z °Le Z 0 CI Wc)° Z.' w ZZ_JZZ W 0 W22W22 lUjZ71"'CW Z — > 2 71Y.2.00000› -M-12>2 0 ozujCeCC<CLCCZ CLI—U-w E2 c7 ='LL-2(e2T2`,-2‹ 1 IO z 0 ce I— I— —zawwwwwzr_mw,.1-- 0 0 000(00 0D W W < 0 w w 2-_ZZ>ZZOUJO'sW W W0522022COCOaO)Z0 00E0C g BUILDING WALL HATCH CONCRETE SURFACE GRAVEL SURFACE M cz 'N "dmi .9c ,es 10 b/ MS 041 40 5/4 MS ay) 40 JaO100 40a0L460S 3830 PILOT KNOB ROAD | EAGAN, MN 55122-1810 (651) 675 -5685 | FAX: (651) 675-5694 planning@cityofeagan.com ZONING PERMIT APPLICATION Please identify improvements on a scaled site plan drawing that shows lot lines, structures, and existing conditions. For projects involving significant land disturbance, a Stormwater Management Permit and collection of security may be required. Property Information Site Address: Owner Name: Contact Name:Phone: Address: City/State/Zip: Applicant Signature: Date: Email address: Type of Work Retaining Wall <4 feet Patio Sidewalk Driveway Sport Court Fence 6KHG Other: _____________________ Description of work: Planning Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc. Approved / Denied Date: Staff: Notes: Revised Plans Approved: Yes / No Date: Staff: Engineering Grading, drainage, utility easements, wetlands, erosion control, improvements in the Right-of-Way, etc. Approved / Denied Date: Staff: Notes: Revised Plans Approved: Yes / No Date: Staff: Comments You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City’s website at www.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.gopherstateonecall.org for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. For Office Use Permit #: _____________________ Date Received: ________________ Staff: ________________________ 2625 120th Street W Rosemount Post 9433 VFW Cody Bland 6147455531 380 Kendall Place 43205 Cody Bland Digitally signed by Cody Bland Date: 2022.02.25 14:20:34 -05'00'2/25/22 cody@kendallcommunications.net Antenna colocation on existing tower Applicant is responsible for compliance with lease area boundaries for new ground equipment. Re-install landscaping per 1996 CUP - 4 evergreen trees shown on plan. Zoning Permit review is only for compliance with zoning standards; applicant is responsible for ensuring equipment is properly and securely installed. 4/19/22 175860 4/19/22 Reviewed for zoning compliance.Landscaping required per 1996 CUP. Applicant is responsible for compliance with lease area boundaries for new ground equipment. 175860 Reviewed for zoning compliance. Applicant is responsible for ensuring equipment is properly and securely installed. 4/19/22 175860 1 Pam Dudziak From:Pam Dudziak Sent:Tuesday, March 8, 2022 4:51 PM To:Cody Bland Subject:RE: Zoning Permit - 2625 120th St Attachments:36-CU-22-08-96 Landscape Plan.pdf; 2625 120th St W. Eagan CD.pdf Hi Cody, The proposed antenna equipment to be mounted on the tower and the equipment installation with a new ground cabinet are consistent with the existing CUP approval and City zoning standards. However, the CUP included a landscape plan for installation of evergreen trees around three sides of the lease area (see attached) and it appears that few of those trees from the original landscape plan are currently present (see aerial image below), resulting in a noncompliant condition. The landscaping is necessary to provide the required screening of the ground shelter building and equipment from surrounding properties and the public right‐of‐way. The site needs to be brought into compliance with the approved CUP in conjunction with the work you are proposing to do on the site. Therefore, trees should to be reinstalled per the approved landscape plan to provide the required screening. Please provide a landscape plan that identifies existing trees and new trees to be installed to provide screening and achieve compliance with the approved CUP. The proposal is otherwise consistent with the City’s zoning standards and the CUP, so once the landscaping is addressed, we can then approve and issue the Zoning Permit. Thank you, Pam 175860 2 Pam Dudziak Planner 3830 Pilot Knob Rd | Eagan, MN 55122 Office: 651-675-5691 https://www.cityofeagan.com From: Cody Bland <Cody@kendallcommunications.net> Sent: Friday, March 4, 2022 12:59 PM To: Pam Dudziak <pdudziak@cityofeagan.com> Subject: RE: Building Permit Pam, Would you kindly confirm the estimated timeline for the review/approval process of the application? Thank you, Cody Bland cody@kendallcommunications.net O:614‐957‐0595 M:614‐745‐5531 From: Pam Dudziak <pdudziak@cityofeagan.com> Sent: Tuesday, March 1, 2022 9:41 AM To: Cody Bland <Cody@kendallcommunications.net> Subject: RE: Building Permit No building permit is needed, so once we complete review of the Zoning Permit, you can proceed. Pam Dudziak Planner 3830 Pilot Knob Rd | Eagan, MN 55122 Office: 651-675-5691 https://www.cityofeagan.com From: Cody Bland <Cody@kendallcommunications.net> Sent: Tuesday, March 1, 2022 7:20 AM To: Pam Dudziak <pdudziak@cityofeagan.com> Subject: Building Permit 175860 3 Good Morning Pam, I sent over the zoning application on Friday. Can I submit the building permit to you as well, or will I need to waiting for the zoning to be approved? Regards, Cody Bland Project Manager cody@kendallcommunications.net O:614‐957‐0595 M:614‐745‐5531 175860 A 0 X y e c D n y~ C`~o V 0 ItC" w D z H IN. 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