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PC Staff Report 7700 Quattro Drive
CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: January 16, 2018 CC DATE: February 12, 2018 REVIEW DEADLINE: Feb. 13, 2018 CASE #: 2018-03 BY: JA, GB, RG, DN, VS "The Chanhassen Planning Commission recommends approval of the amendment to the Conditional Use Permit to permit the extension of the communication tower, and approves the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Consider an amendment to the Conditional Use Permit to expand a communication tower. LOCATION: 7700 Quattro Drive (Lot 1, Block 1, Quattro Addition) APPLICANT: Crown Castle Services Marilyn Beddor Richard Krueger P. O. Box 489. 1600 Utica Ave. S., STE 475 Chanhassen, MN 55317 St. Louis Park, MN 55416 (763) 852-0576 or richard.krueger@,crowncastle.com PRESENT ZONING: Industrial Office Park District (IOP) 2020 LAND USE PLAN: Office Industrial uses ACREAGE: 0.023 acres, 1,000 square feet LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. Planning Commission 7700 Quattro Drive - Planning Case 2018-03 January 16, 2018 Page 2 of 4 PROPOSAL/SUMMARY The applicant is requesting an amendment to CUP 2000-06 to permit a tower height of 87 feet, which is taller than the 75 feet height originally approved, to allow the co -location of antennas on the tower. APPLICABLE REGULATIONS Section 20-221 through 20-237 Conditional Uses Section 20-287 Communication transmission towers Section 20-907 Height Regulations Section 20-915 Antennas, satellite dishes and amateur radio towers Section 20-794 of the zoning ordinance permits commercial towers as regulated by article XXX as a conditional use in the IOP zoning district. Section 20-1500 through 20-1522 (Article XXX) regulates towers and antennas. BACKGROUND On December 11, 2000, the Chanhassen City Council approved Conditional Use Permit #2000-6 to permit the installation of a communication tower and site plan approval for up to a 75 foot monopole tower and equipment platform. In November 1996, the City of Chanhassen adopted Ordinance 259 pertaining to towers and antennas. This ordinance provided criteria for the design and location of wireless telecommunication facilities in the city. DISCUSSION The applicant is requesting an amendment to the Conditional Use Permit to allow a 15.2 foot tower extension with a three foot lighting rod on top of the existing 68.8 foot tower. Twelve additional antennas shall be installed on the tower with three groupings of four antennas in each sector at a centerline height of 80 feet. The applicant will also be installing an additional 14 feet by 9 feet 4 inch equipment platform to hold the communication cabinets. The 15 feet by 22 feet lease space is located to the rear of the existing building and is not visible from public right-of- way. A concrete sidewalk and stairs are being extended to provide access to the equipment. The original approval was for up to 75 foot tower and appurtenances. The existing tower is only 68.8 feet tall and has antenna arrays centered on a height of 65 feet. As a condition of approval, the tower was to be able to accommodate additional antennas for co -location. The tower was designed such that it �, aR ,D1R xs n ,a� vn®s �nw Rao wmRx ,a xs ioMA N 2 Fw9FR w,.a wm / I,p 1\1fMR 61bm1. $M E�IM 08' YOROPoIF mw'A mpDMD RRO�G FOA1kM, R,Ai!CIN N6L eo.f. w�.o mua wr.uRR wR axm' Planning Commission 7700 Quattro Drive - Planning Case 2018-03 January 16, 2018 Page 3 of 4 would be extendable in the future to accommodate an additional antenna above the proposed antenna. In addition, the tower was built to accommodate an additional antenna on the proposed tower below the proposed antennas. In essence, at least two additional antennas should be able to be attached to the tower. However, as the request shows, the 75 feet tower height does not accommodate the additional antennas above the existing antennas. Proposed monopole compared to ordinance requirements Existing communication towers in the community range in height from 69 feet to 150 feet in height. Antennas located on the tops of city water towers range from 66 feet to 135 feet. The proposed extension is well within the permitted tower height and is in compliance with City Code. Staff recommends that the Planning Commission approve the amendment to the Conditional Use Permit #2000-6 to permit the construction of an extension of the communication tower up to 90 feet monopole, plans prepared by Design 1, dated revised 04-10-17, subject to the following conditions: A building permit is required to construct the platform and tower extension; the tower must be designed for a 90 MPH wind load and include the effect of one-half inch of radial ice. 2. The original plans must be signed by a professional engineer licensed in the State of Minnesota. The contractor shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 4. The applicant shall submit a detailed grading, drainage, and erosion control plan for staff review and approval. Ordinance Proposal Tower Height 150 feet/maximum 87 feet Tower Setback 77`h Street West 40 feet 185 feet Quattro Dr. 40 feet 280 feet North Property Line 10 feet 125 feet West property line 10 feet 24 feet Existing communication towers in the community range in height from 69 feet to 150 feet in height. Antennas located on the tops of city water towers range from 66 feet to 135 feet. The proposed extension is well within the permitted tower height and is in compliance with City Code. Staff recommends that the Planning Commission approve the amendment to the Conditional Use Permit #2000-6 to permit the construction of an extension of the communication tower up to 90 feet monopole, plans prepared by Design 1, dated revised 04-10-17, subject to the following conditions: A building permit is required to construct the platform and tower extension; the tower must be designed for a 90 MPH wind load and include the effect of one-half inch of radial ice. 2. The original plans must be signed by a professional engineer licensed in the State of Minnesota. The contractor shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 4. The applicant shall submit a detailed grading, drainage, and erosion control plan for staff review and approval. Planning Commission 7700 Quattro Drive - Planning Case 2018-03 January 16, 2018 Page 4 of 4 5. The tower extension shall be of the same color as the existing tower. 6. A letter of intent committing the tower owner and his or her successors to allow the shared use of the tower if an addition user agrees in writing to meet reasonable terms and conditions for shared use shall be submitted to the city. ATTACHMENTS Findings of Fact and Recommendation 2. Development Review Application 3. Crown Castle Statement of Compliance 4. Verizon Plan Set Prepared by Design 1 Dated Revised 04-10-17, Sheets T-1, A-1 through A-5, G-1 through G-2, U-1, Preliminary Site Survey 5. Crown Castle Plan Set Sheets S-1 through S-6 6. Public Hearing Notice and Mailing List GAPLAN\2018 Planning Cases\18-03 - 7700 Quattro Dr\staff report 7700 Quattro tower.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Crown Castle Services and Marilyn Beddor for an amendment to a Conditional Use Permit for a communication tower extension on property zoned Industrial Office Park. On January 16, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The Planning Commission makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided in the Chanhassen Comprehensive Plan for Office Industrial uses. 3. The legal description of the property is Lot 1, Block 1, Quattro Addition, Hennepin County, Minnesota. 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use, Section 20-232, include the following 12 items: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Finding: The proposed communication tower will not be detrimental to general welfare of the neighborhood. The proposed tower and accompanying equipment building would be compatible with the uses in the industrial park. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. Finding: The proposed use is consistent with the city's comprehensive plan, ordinance requirements for Highway 5 Corridor District, the IOP district regulations, and the tower ordinance. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The proposed tower and accompanying equipment building would be compatible with the uses in the industrial park. The location minimizes adverse visual effects of towers through careful design and siting standards which attempt to screen and or camouflage towers from adjacent public and private property. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The proposed tower will not be hazardous to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The proposed development is provided with adequate public services. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The proposed development will not require excessive public services. The proposed tower extension will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The proposed tower should not create conditions that are detrimental to persons, property or the general welfare of the community. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: The proposed development will not interfere with traffic circulation. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: The proposed development will not destroy or damage natural, scenic, or historic features. j. Will be aesthetically compatible with the area. Finding: The proposed tower will be aesthetically compatible with the area. It extends an existing communication tower. 2 k. Will not depreciate surrounding property values. Finding: The proposed development should not depreciate surrounding property values. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The proposed development meets standards established for communication towers. 5. The planning report #2018-03, dated January 16, 2018, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission approves an amendment to the conditional use permit to permit the extension of the communication tower. ADOPTED by the Chanhassen Planning Commission this 16th day of January, 2018. CITY OF CHANHASSEN IM Chairman gAplan\2018 planning cases\18-03 - 7700 quattro drVindings of fact quattro.doc COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 1�--n3 *00HRMUSEN APPLICATION FOR DEVELOPMENT REVIEW �7 Submittal Date: �,Z �(5� l �- PC Pate: —L / /U I / X CC Date: 2 60 -Day Review Date: G (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ................... _... $600 ❑ Subdivision (SUB) Site Plan Agreement acation El Metes & Bounds Subdivision (2 deeds) ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Create 3 lots or less ... .......... _...... ........ .......... $300 Conditional Use Permit (CUP) Section ❑ Create over 3 lots......................$600 + $15 per lot Ty 'AII Ingle -Family Residence..... ........................... $325 (__ lots) ❑ Metes &Bounds (2 lots)..................................$300 Others .........................................................$425 Iff-V❑ Consolidate Lots..............................................$150 ❑ Interim Use Permit (IUP) ❑ Lot Line Adjustment ......................................... $150 ❑ In conjunction with Single -Family Residence.. $325 ❑ Final Plat .......... .................................. ........... _$700 ❑ All Others ...... .................. " .......................... .... $425 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications ❑ Rezoning (REZ) - through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-ofway (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Additional recording fees may apply) ❑ All Others .........................................................$500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative ..................................................$100 ❑ All Others ................................. ............ .......... $275 ❑ CommerciaVindustrialDistricts` ......................$500 Plus $10 per 1,000 square feet of building area: ❑ Zoning Appeal ......................... .................. ........ _ $100 (_ thousand square feet) 'Include number of existino employees: ❑ Zoning Ordinance Amendment (ZOA)................. $500 `Include number of new employees: ❑ Residential Districts ......................................... $500 NOTE: When multiple applications are processed concurrently, Plus $5 per dwelling unit (_ units) the appropriate fee shall be charged for each application, ® Notification Sign (city to install and remove) ............................................. _............................... ........ ............................... $200 Property Owners' List within 500' (City generate after ' pre -application ..........I..b.0 .... $3 per addressrj .... dd ❑ s__c 9,w for Recording Documents (check all that apply) ......................... . $50 per document �.,F ........ (........a... resses).... . Conditional Use Permit - ❑ ❑ Interim Use Permit ❑ Site Plan Agreement acation El Metes & Bounds Subdivision (2 deeds) ❑ Variance ❑ Easements (_ easements) [I Deeds Alteration Permit TOTAL FEE: 7 2-3 Section 2: Required information Description of Proposal: Property Address or Location: 7 %ti tJ Parcel* C /j�%. (f (I Legal Description: r5� �� Qek— Total Acreage: Wetlands Present? ❑ Yes;T�No Present Zoning: _ /f) ip Requested Zoning: Present Land Use Designation: Existing Use of Property: _ T Check box if separate narrative is attached. Requested Land Use Designation: Section ♦♦- Owner and Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. 1 further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the /information and exhibits s bmltted are true and correct. Name: ti 1 c , ,/ (rJ U v/l + yu$'� 1p Contact: t^C� Y U t? P Address: Lel% (/T! LST Cf 75 Phone: :76C1� City/State/Zip: Cell: 2,1 Z ci J J U S Email: r- ax: Signature: Date: / r� PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I ce�rt/if�y that the information and exhibits submitted arr true and c rrect. Name: � I l( tJ I I if � 1-.('` Acl rsj- l /Y��/,iJ/71 Address: City/State/Zip: Email: I I NGi Phone:1.3-- Cell: 3 '70 Y Fax: J ! 13y(-, &;l 2 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. n.+o• PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State[Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. Cc CROWN CASTLE Crown Castle 1600 Utica Ave S, Suite 475 Saint Louis Park, MN 55416 763— 852-0576 RE: Statement of Compliance for Conditional Use Permit Amendment Application to extend the tower at 7700 Quattro Drive. Planning Commission — Per the Conditional Use Permit Application Checklist, there are twelve (12) criteria that must be addressed via a Statement of Compliance. The criteria are addressed below: a. The extension of the tower will not be detrimental or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The tower has existed since 2000, and a condition of the original CUP was to make the tower amendable for an extension for another carrier. This is the exact circumstance found in this application. b. This tower extension will be consistent with the city's comprehensive plan and this chapter. c. The extension will be designed, constructed, operated, and maintained so to be compatiable in appearance with the existing or intended character of the general vicinity and will not change the essential character of the area. The extension will match the existing tower and a slight height measurement will be the only change. d. The extension will not be hazardous or disturbing to existing or planned neighborhood uses. The tower extension will not change its function; instead more wireless customers will receive better coverage. e. Will be served adequately by essential public facilities and services, including street, police, and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. There will be no change as to how the facility is maintain and/or its access to services or public facilities. The Foundation for a Wireless World. CrownCastle.com Crown Castle CROWN 160o Utica Ave S, Suite 475 CC CASTLE Saint Louis Park, MN 55416 763 — 852 -0576 f. The tower extension will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Again, there will be no change concerning how the facility is operated. g. The tower extension will not involve uses, activities, processes, materials, equipment and conditions or operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The tower extension will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The basic configuration of the compound will not change. i. Tower extensions will not result in the destruction, loos of damage of solar access, natural, scenic or historic features of major significance. Again, the basic features of the site will not change. j. The tower extension will be aesthetically compatible with the area. k. The tower extension will not depreciate property values 1. The tower extension meets standards prescribed for certain uses as provided in this article. District Real Estate Specialist The Foundation for a Wireless World. CrownCastle.com APPROVED By Chad Hiltner at 9:42 am, Apr 11, 2017 ■ C Chad Hiltner DN:cn=Cha o=Crown C email=chad tn e r rUScastle. Date: 2017. 09:43:27 -05 MIN MACAROON NEW BUILD PROJECT INFORMATION SITE NAME: MIN MACAROON SITE ADDRESS: QUATTRO DRIVE PROJECT INFORMATION, TOWER ELEVATION, & SHEET INDEX CHANHASSEN, MN 55317 COUNTY: HENNEPIN LATITUDE: N44° 51' 53.46- (NAD83) LONGITUDE: W93°30'55.01- NAD83) DRAWING BASED ON A-5 SITE DATA FORM DATED: 08-17-16 BUILDING TYPE: IS SITE AREA 15'X22'=330 S.F. SITE UTILITY PLANS, PULLBOX LOCATION PLAN & NOTES ISSUE SUMMARY LREV. DESCRIPTION SHEET OR DETAIL ISSUED FOR REVIEW 02-1417 ALLISSUED FOR OWNER APPROVAL 0410-17 ALL ROAD WIN AREA MAP UlKtU I IONS FROM BLOOMINGTON RNC: HEAD NORTH ON BUSH LAKE RD, THEN TURN LEFT ONTO W 108TH STAN OLD SHAKOPEE RD AND GO 1.0 MILES. TURN RIGHT TO MERGE ONTO US -169 N AND AFTER 3.4 MILES, TAKE THE EXIT ONTO 1-094 W/MN.5 W AND GO 2.1 MILES. TAKE EXIT 11C TO MERGE ONTO MN -5 WNS-212 W AND GO 1.8 MILES. CONTINUE ONTO MN -5 WM' 78TH ST/ARBORETUM BLVD FOR 2.2 MILES. TURN RIGHT ONTO DELL RD AND TURN LEFT ONTO W 77TH ST TURN RIGHT ONTO QUATTRO DR. TAKE FIRST LEFT, SITE WILL BE AT BASE OF EXISTING TOWER BEHIND BUILDINGS. VICINITY MAP SHEETINDEX SHEET SHEET DESCRIPTION T-1 PROJECT INFORMATION, TOWER ELEVATION, & SHEET INDEX A-1 SITE PLAN, DETAIL INDEX & SITE PHOTO A-2 ENLARGED SITE PLAN AND GRADING PLAN A-3 ANTENNA & EQUIPMENT/CABLE KEYS, ONE LINE DIAGRAM & DETAILS A-4 MISCELLANEOUS DETAILS & SITE PHOTO A-5 OUTLINE SPECIFICATIONS G-1 GROUNDING SPECIFICATIONS G-2 GROUNDING PLAN & GROUNDING DETAIL INDEX U-1 SITE UTILITY PLANS, PULLBOX LOCATION PLAN & NOTES SURVEY GEOTECHNICAL W 78th ST TELCO UTILITY T.B.D. ROAD WIN AREA MAP UlKtU I IONS FROM BLOOMINGTON RNC: HEAD NORTH ON BUSH LAKE RD, THEN TURN LEFT ONTO W 108TH STAN OLD SHAKOPEE RD AND GO 1.0 MILES. TURN RIGHT TO MERGE ONTO US -169 N AND AFTER 3.4 MILES, TAKE THE EXIT ONTO 1-094 W/MN.5 W AND GO 2.1 MILES. TAKE EXIT 11C TO MERGE ONTO MN -5 WNS-212 W AND GO 1.8 MILES. CONTINUE ONTO MN -5 WM' 78TH ST/ARBORETUM BLVD FOR 2.2 MILES. TURN RIGHT ONTO DELL RD AND TURN LEFT ONTO W 77TH ST TURN RIGHT ONTO QUATTRO DR. TAKE FIRST LEFT, SITE WILL BE AT BASE OF EXISTING TOWER BEHIND BUILDINGS. VICINITY MAP DEPARTMENTAL & tner@c APPROVALS NORTH w DATE j RF ENGINEER NITHYAKALYANI JAIPURIYAR 03-09-17 OPERATIONS MANAGER SITE k 02-24-17 CONSTRUCTION ENGINEER o W 77th ST CATTAIL CT STRUCTURAL RON REITER (612) 720-0052 POWER UTILITY w CONE- 1518 CHESTNUT AVE FLOWER LN GEOTECHNICAL W 78th ST TELCO UTILITY T.B.D. 5 5 5 5 0 iltner, Ca DEPARTMENTAL e, ou, tner@c APPROVALS NAME DATE j RF ENGINEER NITHYAKALYANI JAIPURIYAR 03-09-17 OPERATIONS MANAGER RONALD SIMMONS 02-24-17 CONSTRUCTION ENGINEER ALEX HOLZINGER 02-15-17 STRUCTURAL RON REITER (612) 720-0052 POWER UTILITY LESSOR / LICENSOR APPROVAL iOR/LICENSOR: PLEAS -EI CHECK THE APPROPRIATE BOX BELO\ �-1 NO CHANGES. 1 CHANGES NEEDED. SEE COMMENTS. ARCHITECT: CONTACTS LESSOR /LICENSOR: CCATT LLC (CROWN CASTLE) 1600 UTICA AVENUE SOUTH SUITE MINNEAPOLIS, MN 55416 SURVEYOR: MEAGAN BENSON (763) 852-0594 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 STRUCTURAL RON REITER (612) 720-0052 POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE MINNEAPOLIS, MN 55403 GEOTECHNICAL LINDA MACHEMEHL (952) 470-3321 TELCO UTILITY T.B.D. COMPANY CONTACT: ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952)903-9299 SURVEYOR: WIDSETH SMITH NOLTING 610 FILLMORE STREET - PO BOX 1028 ALEXANDRIA, MN 56308-1028 320-762-8149 STRUCTURAL CROWN CASTLE, INC. ENGINEER: 2000 CORPORATE DRIVE CONANSBURG, PA 15317 (724}418-9160 GEOTECHNICAL N/A ENGINEER: NOTE: THESE DRAWINGS DO NOT CONSTITUTE A STRUCTURAL ANLLYSIS, BUT WERE PREPARED BASED ON INFORMATION SUPPLIED, AND THEREFORE ARE AS ACCURATE AS THE SUPPLIED DATA THE STRUCTURAL ANALYSIS WAS PERFORMED BY OTHERS AND IS REFERENCED HERE THESE DRAWINGS CONSIDER THAT THE STRUCTURAL ANALYSIS HAS BEEN PROPERLY PREPARED AND DOCUMENTED. PLEASE COORDINATE ANY STRUCTURAL CONCERNS/MATTERS OR ANY LOADING MODIFICATIONS TO THE CONSULTANT WHO AUTHORED THE ANALYSIS AND NOTIFY DESIGN 1 IMMEDIATELY OF THE ISSUE. TOWER ELEVATION 1.) PLATFORM FOUNDATION AND THE ACCESS WALKWAY TO BE EXCAVATED AND CONSTRUCTED IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS OF THE GEOTECHNICAL REPORT WHICH IS NOT INCLUDED IN THIS PACKAGE DISCREPANCIES BETWEEN THE REPORT AND THE OTHER DOCUMENTS TO BE IMMEDIATELY REPORTED TO VERIZON WIRELESS AND THE ARCHITECT. 2.) CONTRACTOR TO ENSURE DP OF ANTENNAS DO NOT IXC® TOWER HEIGHT. PROPOSED ANTENNAS, PLATFORM & FEDLINES TO BE INSTALLED IN ACCORDANCE W/ TOWER STUDY DATED 12-09-16 BY CROWN CASTLE, PROIECTI 1294289 AND SMALL ADD LETTER DATED 03-31-17 BY CROWN CASTLE APP IN #359616 REV. 8 07EIWL SIRww HEIGHT 1019.0' AMS. / 87.0' IDL ANIENIIA TW/NUKEPROPOSED 3' LIGHTNING ROD (OWER HEIGHT 1016.0 AMSL / (12) PROPOSED ANTEN144% 84.0' A(L TYP. OF (4) PER SECTOR tEMSL PNIFNN4 CENTDWIHEI(HT 1012.0 A 80.0' AGL PROPOSED 15.2' EXISTING TOWER EXTENSION BY LESSOR gk HEIGHT 1000.8' AMSL / 68.8' AGL OL EXISTING PROVIDER A., I_ 997.0' AMSL / 65.0' AGL PROPOSED CABLES TO RUN LP EXTERIOR OF TOWER, SEE A-4 EXISTING 68.8' MONOPOLE TOWER PROPOSED CABLE BRIDGE, SEE A-4 PROPOSED EQUIPMENT PLATFORM EXISTING EQUIPMENT PLATFORM gk GRADE O TOWER 932.0' AMSL FENCE, WALL AND STAIRS NOT SHOWN FOR CLARITY r,-\ EAST ELEVATION �I` S� SCALE: 1" = 20' ° LICENSED ARCHITECT 12427 R I I,ereGyarlly Thal Mls qen, nmbytionwmdar was a. summMby me #=I am duly su Mit.manatlml emar r gMeretl A,detect lionm O laws of the DAVIS, Reg. 12 a. ROBERT J.I5, Re9�No. 1262) DESIGN L 9973 VALLEY VIEW RD, EDEN PRAIRIE, MN 55300 (952) 9039299 W'YWV.DESIGNIEP.COM verizon✓ 10801 BUSH IAKE ROAD SLGDMINGTON, MN 55438 (612)7200052 I PROJECT I 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS: CONTACTS ISSUE SUMMARY SHEET INDEX DEPARTMENTALAPPROVALS LESSOR APPROVAL PROJECT INFORMATION AREA & VICINITY MAPS GENERAL NOTES T-1 CROWN CASTLE LEASE AR A CROWN CASTLE 4' UTILITY EASEMENT I EXISTING MONOPOLE TOWER, SEE T-1—� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I EXIST -NG CROWN CASTLE 20' UTILITY ! TREES,I TYP AND ACCESS EA SEMENT CEMENT Y T1' 3 CROWN CASTLE 70 I A 2 UTILItt AND ACCESS EASEMENT`°d T -- IX - I '� �BULDING ir) l . C 1. / BIDINcA I �I �—EXISTING TURF TYP ' I 1 I I II I I j I I I I I I I I I I I I I I I CROWN CASTLE 15'� UTILITY EASEMENT I I EXISTING UTILITY II & DRAINAGE EASEMENT PER PLAT OF QUATTRO ADDiTION EXISTING PROPERTY LINE, ttP. I I . ILESSEE 15' X I / 17?' LAND SPACE I j I I!I II Lt�ISTING BUILDING i EXISTING I 4 UNDERGROUND FIBER, TYR. EXISTING, UNDERGROUND ELECTRIC, TYP. 1 CROWN CASTLE 20' UTILITY AND ACCESS EASEMENT i I1 DETAIL INDEX FROST DEPTH DESIGN 4'-0" DETAIL DETAIL DESCRIPTION PLATFORM VZW94X14-GLSPJeL.WA'.14'i PLATFORM At FULL CANOPY \ 1 t I l I I I 'Y <' 1 2.1 FENCE SECTION (DETAIL 2) 3.1 CABLE BRIDGE SECTION 44 CABLE BRIDGE ELEVATION (SIMILAR) 6.1 GATE DETAIL (DETAIL 1, SIMILAR) 7.1 GPS MOUNTING DETAIL (DETAIL 1) 8.1 TELCO ENTRY DETAIL 9.1 OMER DETAIL 107 ONE -LINE ELECTRICAL RISER DIAGRAM (G.C. TO VERIFY) 12.1 METER PEDESTAL (DETAIL 2) 13.1 ILC ICE SHIELD / �I7 I I r I y I U 1 i I i j1 F r I (G I F- ❑ — + EXISTING UNDERGROUND ((D TELCO, TYP. I I _f EXISTING UNDERGROUND ELECTRIC, ttP. 171 WI \ I =>< I WT C7 i I \ EXIS UNG u { BITUMINOUS 1 /,( /' s I DRIVE WAY f I I � i 1 EXISTING, I BITUMINOUS II 2 PARKING LOT lI L--- - L----\ -----_—_ IC�� �I 1 �j -ri i FOC �IA� '-- P I. ��-- ceowN CASTLE 10 � FOC FOC -—L�— ,- UTILITY EASEMENT — — — — — — — — — — — — — — — — — —�-/ — _ — — — —_ -�SITE PLAN CRgpH1C5--------�- ' / ilill: 1" = 301 0 15 ad' I EXISTING UNDERGROUND GAS LINE, TYP EXISTING PUBLIC RIGHT OF WAY, TYP. i � I \ I \ I \ \ LIGE -- FOC UGE LICENSED ARCHITECT 12427 Q I hereby Bend, than this plan w"arkstoo or repon wan prepared by me or under my died supervised dmatl aduly gde tlNMtettlels the laws of Her SNu IM' nold. ROBERT J. DAVIS Reg No. 12427 SlgneP. 0410-17 Dale: DESIGN �Ll 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55340 (952)903-9299 WVJW DESIGN1 EIPCOM verizoW 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720-0052 I PROJECT I 20130877426 LOC. CODE: 265810 MIN MACAROON CC BLI #878498 QUATTRO DRIVE CHANHASSEN, MIN 55317 SHEET CONTENTS SITE PLAN DETAIL INDEX A-1 20-0 l i LICENSED VERSA-LOK — — — J i I EXISTING CONCRETE ARCHITECT WALT, TYP. APPROX 46 LF. I _ '-0• 4'-0 4'-0' SIDEWALK, ttP. �X10 32427 rAENT SEE A-4�Gmur 1. OOICRETE STAIRS, SEE A-4 r -CONCRETE SMALK, TYP. SEE A-4 i CUSTOM ILC BOX LOCATION -LESSEE LAND SPACE REMOVAL OF EXISTING SIDE WALK, BY CONTRACTOR VERSA-LOK RETAINING WALL, TYP. APPROX 62 LF. SEE A-4 EXISTING J BUILDING RELOCATION OF 928 EXISTING STAIRS - ". BY LESSOR - - ✓ ,� I _ 4'-0•MIN. j CLEAR BOX SIM.10 EXISTING \ — --- orr / RELOCATION 67' EXISTING CHAIN ��" ZEXISTING ❑ M 1 ll TREE LYE: CROWN CASTLE PLATFORM I - 9'-4• ----g•-4: -- 2•_6• % ORIGINAL EXISTING TREE LINE, TYP. 930 -+%r LC ICE MO. x IUD( r ------� , CROWN CASTLE ISE AREA TOO r-- T 928 r . \ WALL, APPROX ' %x / %53 LF. BY BRIDGE x� ,. 832.50' `--\+x —EXISTING TREES, TYP� / 1930.50' GZ�G T _. AMSL h MONOPOLE TOWERgap I f T b ,T�, Q x CROWN CASTLE UTILItt EASEMENT X I EXISTING ��/ CONCRETE SURFACE, TYR NORTH x CLEAN SCALE: 1/8" = 1'A" x G.G. TO RFYUE I I'\ ROCK OVER GEOTEXIILE " PLATFORM SUR I AMPROYDE - _ CUSTOM r - I TO MATCH 929 NY�RAI. `,DIST. BOX K \ I - >: EXISTING x _ ) - L__ 1. OOICRETE STAIRS, SEE A-4 r -CONCRETE SMALK, TYP. SEE A-4 i CUSTOM ILC BOX LOCATION -LESSEE LAND SPACE REMOVAL OF EXISTING SIDE WALK, BY CONTRACTOR VERSA-LOK RETAINING WALL, TYP. APPROX 62 LF. SEE A-4 EXISTING J BUILDING RELOCATION OF 928 EXISTING STAIRS - ". BY LESSOR - - ✓ ,� I _ 4'-0•MIN. j CLEAR BOX SIM.10 EXISTING \ "I - ----(DIST. ILC ICE SHIELD{ GRASS, TYP. I x III___JJJ / RELOCATION 67' EXISTING CHAIN ��" ZEXISTING ❑ x LLE FISTING EX CONTRACTOR ACTOR LINK FENCE, TYP. CROWN CASTLE PLATFORM I ix UTIUtt EASEMENT 931 930 jl , CROWN CASTLE ISE AREA .. /REMOVAL OF L EXISTING TIMBER EXISTING CLEAN EXISTING CABLE ROCK, TYP. . \ WALL, APPROX ' %x / %53 LF. BY BRIDGE CONTRACTOR EXISTING H -FRAME CARIE �< I BRIDGE, SEE A-4 ��- x EXISTING ----; MONOPOLE TOWERgap I - .- B29 / SEE T-7 , i/ /� EXISTING METER % - EXISTING CATES, ttP. t,j 6'-Y/ / / / EXISTING TIMBER 1 0) FENCE E RETAINING WALL, TYP. 1 ) Y Q x CROWN CASTLE UTILItt EASEMENT X I EXISTING ��/ CONCRETE SURFACE, TYR NORTH ENLARGED SITE PLAN"`"`` 1 � SCALE: 1/8" = 1'A" NOTE- CONTRACTOR OTECONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UIRITY LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE ARCHITECT AND THE VLW CONSTRUCTION DGINER IMMEDIATELY OF ANY UIWIY LME ISSUES. OTE: EQUIPMENT PLATFORM ROVIDED ASSEMBLED PIH GUARD RAILS, ILC INTEGRATED LOAD ENTER), CANOPY AND GGHT FTI(IURE ONTRACIOR TO PROVIDE DEQUATE LIFTING OUIPMENT FOR PICKING NO SETTING ON OUNDATION. z SITE PHOTO ',SCALE NONE 3 SITE PHOTO SCALE:NONE i 9 l9emby�Mytl tNisplan. peanraupn p.mpm wes pmperetl nr me p, anaer,pyairea au{reMapn end Nat I em a Nfy regUleretl amacn weer NBlaws J. Ne DAVIS.t ,No.1 la. ROBEftT J. IS. Reg. No. 12621 9i9n__�Ea Oo-ia17 DaN: DESIGN© 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55341 (952)9D3-9299 W WW.DESIGNIERCOM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55138 (612)72000.52 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS ENLARGED SITE PLAN SITE PHOTOS A-2 0 U ce y AZIMUTH _ -TO-. _ 0 110' 110' 110'_ 170' 200 200 200__ 200 FUNCTION I Ott - -771 MODEL MOD I ANTENNA ANTENNA I ANTENNA ELEC MEDIA ON TYPE LENGTH TIP CENTER DOWNTILT DOWNDLT 86 865 VRO 7JTL E- 96.0" _ 84 _ 80' 0 Of D PORT_ ]00 +45 - _ -- 4_ -�- - H PORT_ ]00 45__ - -- -- - _-44'44_ 4444_ __ vunr- -86-865-VRO PCS +as 96 0' 84' 80' 2' 0 D runs 3RD PORT 4TH PORT TH PG^T 6-Y POR' 1 _ JMA_ X7COAP-86-865-VRO __ ______ __________ - - __-3RD PORT -_-_ -_ --- 4TH PORT JMA__ X7COAP-86-861 PORI _3RD PORT ______ ___4PORT 4TH ___5TH PORT 6TH PORT I _ JMA_ X7COAP-86-e6: __ _--_-_-__2N0 PORT 3RD PORT 4TH POR ___ T - 5TH PORT F TIT PORT 1 JM4 X7-COAP-86-86: -------- - 3RD PORT - 4TH PORT MANUFACTURER I MODEL I DIELECTRIC RRU I ERICSSON I ' It 7 rzNice WITH �JUMPER ' _ ----- ----- 4444- < _ ---- -- 1 RRU ERICSSON RRUS32 B2 t') rzwn;;B"D rz na-nmle PCs -45 4444_ 4444_ 4444_ _ 4444 JUMPER DIST. BOX TO RI 850+45 - ----- ----- ----- 0_ -__- __ _ 4444 4444___ 4444 _____________ i RRU ERICSSON RRUS32 BS (1) ROSENBERGER HJ -712012 4444_ 4444_ 4444_ 4444_ _ p_ __0__ DIST. BOX TO RI PCS +454_ - - 4444_ 4444 Z-- 4444 _ 4444 4444___ 4444__ __JUMPER ----- - ---=- _-__- 4444- 444 - 4444 CONNECT TO PORTS 2.1/2.2 ON RRUS32 B2 PCS -45 _ __ __ __ ---- - ---- - -- AWS +45 _ 96.0" _ 84__ 80' _ 2. _ 0_ 1 RRU ERICSSON RRUS32 B66A (1) ROSENBERGER HJ -712012 .444 4 4444_ - - - - JUMPER DIST. BOX TO )06 +45 4444_ 4444_ 4444_ _ _ - _ 4444 4444___ 4444__ _RI aws +45 --_-- -_-__ __80'__ _ P - __0"_ CONNECT TO PORTS 1.3/1.4 ON A2 MODULE ON RRUS-813 00 —45 — - — - - DIST. BOX TO RRU .a 4444_ ----- 4444_ _ 7_ - - - - ----- '---- AW5 -45 ---_ -- ----- _ ---_-- --_-- ---- CONNECT TO PORTS 3.1/3.2 ON RRUS32 B66A RRU I ERICSSON I RRUS32 BE (1) ROSENBERGERJUMPER DIST. ---- .4444 ----- 4444_ ----- 4444_ 4444- < _ ---- 4444 --_-- RRU ERICSSON RRUS-1313 (1) ROSENBERGER HJ -712012 H t WTTH A2 JUMPER DIST. BOX TO RRU PCs -45 96.0'_ 84' _ O. - -1_--__--1_--_--SON ____________- TET""AP� --_--_-_-L_-_-_ =I ----- _ _ --- -__- - &50+ +44 5 -4444 -_- - _ _ 4444_ _ - _ --- 4444_ _ - _ --- _ p_ __0__ 1 RRU ERICSSON RRUS32 B2 (1) ROSENBERGER HJ -712012 H' PCS -45 - - 4444_ - ---- 1 ----- - ---=- ----- ---- ------------ ----- - ----- ------ v ---- -- rc - _ __ __ __ ---- ---- - ---- - -- FUN: 96.0' 84' BO' _ _ tj _ 4444 4444___ 4444__ RRU I ERICSSON I RRUS32 BE (1) ROSENBERGERJUMPER DIST. ---- .4444 ----- 4444_ ----- 4444_ 4444- < _ ---- 4444 --_-- RRU ERICSSON RRUS-1313 (1) ROSENBERGER HJ -712012 H t WTTH A2 JUMPER DIST. BOX TO RRU PCs -45 4444_ 4444 ----------------------1L- _ O. - -1_--__--1_--_--SON ____________- TET""AP� --_--_-_-L_-_-_ ___ ----- ----- ----- - 0 _ - - TCf " .tSC PCS +45 __96.0'_ __84'__ __80'__ __T__ __0__ 1 RRU ERICSSON RRUS32 B2 (1) ROSENBERGER HJ -712012 H' PCS -45 - - - - - JUMPER DIST. BOX TO RRU aso+45 - _ ----- ___ ----- - ----- �_ - - 4444 ---- _ 4444 4444___ 4444__ ______ , 1 RRU ERICSSON RRUS32 B5 (1) ROSENBERGER HJ -712012 H' 1350 -45 _ __ __ __ _ __ __ _ _ JUMPER DIST. BOX TO RRU PC5 +45 - - 4444_ _ _ _ _ 4444 4444___ 4444__ .444 4 4444_ 4444_ -4444 4444 4444 CONNECT TO PORTS 2.1/2.2 ON RRUS32 82 .____ 00 -45 4444_ 4444_ 4444_ _ _ - CONNECT TO PORTS 1.3/1.4 ON A2 MODULE ON RRUS-813 aws +45 _ 96.0'_ __84'__ __80'__ _ P - __0"_ 1 RRU ERICSSON RRUS32 B66A (1) ROSENBERGER HJ -712012 H' .4444 AWS -45 W - - - - - DIST. BOX TO RRU 700 +45 4- -_JUMPER .444 44444_ 4444_4444_- - 4444 CONNECT TO PORTS 1.3/1.4 ON A2 MODULE ON RRUS-813 _ _ - _ .____ AWS +45 4444_ 4444_ 4444_ 4444 _____________________________ ___ _ CONNECT TO PORTS 3.1/3.2 ON RRUS32 B66A 1c:UPE .F 96.0" 4444_ 84' 4444_ 80' 4444_ P 4444 1_ ___ 4444 ________________ TfL r`1) 650_+45 -4 ----__ 4444_ ==p' _ 4444 -T-FC ROSENBERGER HJ -712012 H' 1 RRU ERICSSON T RRUS32 B5 650 -45 - - - - - JUMPER DIST, BOX TO RRU -TJ Fur 96.0' 84_ 80 G 0 4444_ 4444_ _ 4444_ 4444 4444 9_. . ---- 700+45 _5__ 700 -45 _ _____ _____ _____ ____ ____ __ 12 PCs +45 960, 84' 80' 2' 0 RRU I ERICSSON I RRII 813 WITH edi 96.0' 84' 80' O _R --1;,E_ _____ _____ _____ ____ ___ 850+45 __-__ _ D__ __- 850 -45 __- ANTENNA KEY SCALE ONE SCALE 1 RRU I ERICSSON I RRUS32 B5 36 I JUMPER I ANDREW I-DF4-50 FOAM I 1/2" I 10' t1 EQUIPMENT/CABLE KEY � SCALE: NONE PROPOSED ADDITIONAL (2) DISTRIBUTION BOX, #RXXDC-3315-PF-DC (ON PLATFORM) (2) 6-12 HYBRID CABLE, ROSENBERGER #HL -9612150 (2) DISTRIBUTION BOX, #RXXDC-3315-PF-DC (ON TOWER) (12) RET JUMPER CABLE, ERICSSON #AISG 2.0 RET (FOUR EACH PER SECTOR) (36) TERMINATOR, 1-2W 500 (FOR ALL PORTS LABELED AS FUTURE) CABLE LENGTHS RAO CENTER = 80 CABLE BRIDGE = 37' PLATFORM = 16' EXTRA = 9' TOTAL = 142' COAX RRU/A2 HYBRID DISTRIBLO (ON 6-12 HYBRI DISTRIBUT (ON PI V,/ ONE LINE DIAGRAM SCALE'. NONE LICENSED r _ ARCHITECT 12427 Q` I hereby cMi(y Ibat this plan, spenfiwtlon or,Pars prepered byme el untler n d... suppressionand flat l amp doly registered Architect under the laws of Ore State of Minneesta. ROBERTJ. DAVIS. Reg. No. 12427 DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)9039299 RANW.DESIGN I EP COM verizon✓ '0801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)]209052 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO. DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS ANTENNA KEY ELIUIPMENTADABLE KEY ONE LINE DIAGRAM A-3 ----- ----- ----- ---- ---- 1 RRU ERICSSON RRUS32 82 (y rzuxNccRbG1 Na -i ¢ua n PCs -45 - - - - - RRU 850 +45 ----- ----- ----- - 0 _ - - _ __ _ 4444___ 4444__ __J_UMPER_DIST._'OX_TO 1 RRU ERICSSON RRUS32 BS (1) ROSENBERGER HJ -712012 H 650 -'15 - _____ - _____ - _____ - - DIST. BOX TO RRU PCB+45 _ 7_ ____ _ ____ _______ ______ --JUMPER ---- ----- ----- ----- ---- ---- - CONNECT TO PORTS 2.1/2.2 ON RRUS32 B2 ANS +45 96.0" _ -- - _84__ 80' _ 7 __0 _ 1 RRU ERICSSON RRUS32 B66A (1) ROSENBERGER HJ -712012 H AWS 45 ,4444 - __--- 4444_ 4444_ _ DIST. BOX TO RRU ]09 +45 - - - S - _ 4444 _-_____ -__--- --JUMPER .____ 00 -45 4444_ 4444_ 4444_ _ _ CONNECT TO PORTS 1.3/1.4 ON A2 MODULE ON RRUS-813 4.444__ AWS +a5 4444_ _ - 4z 2' ____ ___________________________ .4444 AWS -45 W 4444_ 4444_. 4444 _ 4444_ ___ _ CONNECT TO PORTS 3.1/3.2 ON RRUS32 B66A edi 96.0' 84' 80' O _R --1;,E_ _____ _____ _____ ____ ___ 850+45 __-__ _ D__ __- 850 -45 __- ANTENNA KEY SCALE ONE SCALE 1 RRU I ERICSSON I RRUS32 B5 36 I JUMPER I ANDREW I-DF4-50 FOAM I 1/2" I 10' t1 EQUIPMENT/CABLE KEY � SCALE: NONE PROPOSED ADDITIONAL (2) DISTRIBUTION BOX, #RXXDC-3315-PF-DC (ON PLATFORM) (2) 6-12 HYBRID CABLE, ROSENBERGER #HL -9612150 (2) DISTRIBUTION BOX, #RXXDC-3315-PF-DC (ON TOWER) (12) RET JUMPER CABLE, ERICSSON #AISG 2.0 RET (FOUR EACH PER SECTOR) (36) TERMINATOR, 1-2W 500 (FOR ALL PORTS LABELED AS FUTURE) CABLE LENGTHS RAO CENTER = 80 CABLE BRIDGE = 37' PLATFORM = 16' EXTRA = 9' TOTAL = 142' COAX RRU/A2 HYBRID DISTRIBLO (ON 6-12 HYBRI DISTRIBUT (ON PI V,/ ONE LINE DIAGRAM SCALE'. NONE LICENSED r _ ARCHITECT 12427 Q` I hereby cMi(y Ibat this plan, spenfiwtlon or,Pars prepered byme el untler n d... suppressionand flat l amp doly registered Architect under the laws of Ore State of Minneesta. ROBERTJ. DAVIS. Reg. No. 12427 DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)9039299 RANW.DESIGN I EP COM verizon✓ '0801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)]209052 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO. DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS ANTENNA KEY ELIUIPMENTADABLE KEY ONE LINE DIAGRAM A-3 NOTE: T—FRAME & COLLAR MOUNT TO BE SITE PRO i #RMQP-4B6—HK MOUNT (12) 2.5"0 x 8.5' LONG SCHEDULE GALVANIZED 40 MOUNTING PIPES •x' SECTOR POSITIONS. #3 (4) RRUS, TYP. 3 SECTORS #4 1 ANTENNA MOUNTING DETAIL SCALE: 9 16" 16__ ��WT cR.uHlc salE b� a' FENCE, BEYOND WALL, BEYOND 101 —M_Iul� I. ILE BRIDGE SUPPORTS ARE REQUIRED INIFRJALS NOT TO a(QiD 6'-T WITH 'F RHANG EXTENSIONS NOT TO EXCEED V-6' z In. 1. 1TRACfOR TO ENSURE CABLES DO NOT { ER THE FROM OF CABINET TOP HAT i'-6' 6'-0 EXISTING . Tl CABLE BRIDGE x BRACKET 6 \� RTH NODI/ 2 CABLE BRIDGE PLAN SCALE: 1" = 10'-0" GR/PHIC SCNF IA L_ —• L.L. > I ✓ 'S TREADS AT i -,-\ / N r- T GO WI SCALE: 112" = 1'-D" c4uERlc scut 'NC JF - EXISTING CABLES BASE SAND c _I. T-. } TIP PIER L OUTSIDE THE WONOPOLE TO THE 0 VERTICAL 1 - I' 1 - _ FOUNDATION 00 COMMSCOPE SNAPSTyA�N� I,.. -REBFR IN - �HANGER AND GROMMET KR JSSH-38 NOT SHOWN I PRO 1 #MST FOR 3) STAINLESS BANDING, SITE PRO 1 I #BA2O6 '14 REBAR AT 16' CLARITY, TYP a 1 _II ON 4,24 ADT�CORNERS I J — 1 I CONCRETE #4 STIRRUP AT 16" O.C. i.. I #4 REDAR,-° 32' OC L_ -- 8' X 20' CONCRETE FOOTING i -,-\ / CONCRETE SIDE WALK r- SCALE: 112" = 1'-D" c4uERlc scut JF - EXISTING CABLES (4) 14 L OUTSIDE THE WONOPOLE TO THE 0 VERTICAL 1 - 00 COMMSCOPE SNAPSTyA�N� I,.. -REBFR IN - �HANGER AND GROMMET KR JSSH-38 I I PRO 1 #MST 3) STAINLESS BANDING, SITE PRO 1 I #BA2O6 EXISTING SAFETY 4) STAINLESS BANDING BUCKLES, CLIMB, ABOVE /` SITE PRO 1 JBU256-25 _— I J — 1 I CONCRETE i.. PERre.n ._-... =1 muunannu - L— . -- 4 STAIRNVALL SECTION SCALE: 3/8" = 1'-0" GRAPHIC SCP1E — CONCRETE SIDE WALK s SCALE: 112" = 1'-D" c4uERlc scut EXISTING CABLES (INTERIOR)' PROPOSED RRU TRUNK CABLES OUTSIDE THE WONOPOLE TO THE 0 4'-0' O.C. USING THE FOLLOWING: EXISTING CABLE PORT 1) PROPOSED CABLE HANGER, 00 COMMSCOPE SNAPSTyA�N� �HANGER AND GROMMET KR JSSH-38 I 1 2) TOWER STANDOFF BRACKET, SITE PRO 1 #MST 3) STAINLESS BANDING, SITE PRO 1 I #BA2O6 EXISTING SAFETY 4) STAINLESS BANDING BUCKLES, CLIMB, ABOVE /` SITE PRO 1 JBU256-25 i PROVIDE QUANTITIES AND ALL - j MISCELLANEOUS MOUNTING HARDWARE AS NECESSARY FOR INDICATED FASTENER SPACING. i NORTH `1/ CABLE DETAIL GRAPHIC SONE $ SCALE: 112" = 1'-0" o�i—�z• �/ �✓ �R GALVANIZED HANDRAIL, TYP. 1 `X k IHEIGHT OF WALL T.B.D. IN FIELD I VERSA-LOK MODULAR y CONCRETE UNITS, 'I MODEL: STANDARD WEATHERED COLOR: GRAY COMPACTED ALL -'-' AMOCO 4545 - GEOTIXRLE DRAINAGE AGGREGATE= 12 INCH THICK MIN. 4 INCH 0 DRAIN PIPE LOOP AROUND CONCRETE _ PIERS FOR HANDRAIL UNDISTURBED SDILJ COMPACTED 3/4' MINUS GAVEL W/ 1' SAND LEVELING COURSE 6 INCH THICK MIH CAP UNIT ADHERED ' TO TOP UNIT W/ VERSA-LOK .N CONCRETE ADHESIVE EMSTING GRADE LICENSED ARCHITECT 12427 I hereby certify Nat Mls plan, ,.aficalm or report w s ap,recl by no a, under my tllred superration and that l an a duty mgiste. Architect under the lawa of Ne Seve of Minneeote. ROBERT J. DAVIS, Reg. No, 12427 DESIGN 9993 VALLEY VIEW RD. EDEN PRAIRIE, MN 55364 (952)903-9299 WWW.DESIGNI ERCOM verizo I 10801 BUSH TAKE ROAD BLOOMINGTON, MN 55,138 (612)720.0052 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS: ANTENNA MOUNTING DETAIL CABLE BRIDGE PLAN STAIRANALL SECTION CONCRETE SIDE WALK GENERAL CDNDMM 00 0001 PERMITS Construction Permit shall be acquired by, or in the name of, Verizon Wireless, to be hereinafter referred to as the OWNER. Other permits shall be acquired by the Contractor. 00 0002 SURVEY FEES Survey shall Be furnished by the Architect. Layout Staking shall be coordinated with the Surveyor per "Request For Quote; (RFD). 01 0010 INSURANCE & BONDS Contractor is to furnish Insurance certificates for themselves and subcontractors. Contractor will provide any required Bonding. Contractor agrees to warranty the project for (1) one year after completion. 01 0400 SUPERVISION & COORDINATION Contractor shall provide supervision throughout the Project, coordinating the work of the Subcontractors, and delivery & installation of Owner—furnished items. Contractor's responsibilities include arranging & conducting of Underground Utilities Locates. Contractor shall comply with municipal, county, state and/or federal codes, including OSHA. 01 0600 TESTING Contractor is responsible for providing Agencies with sufficient notice to orange for Test Samples (i.e.: Concrete Cylinders), and for Special Inspections. 01 2000 MEETINGS Contractor shall make themselves aware of, and attend, meetings with the Owner and/or Architect. Contractor is to attend a Pre—Construction Meeting of all parties involved, prior to the start of construction. 01 5100 TEMPORARY URLTIES Contractor shall maintain the job site in a clean and orderly fashion, providing temporary sanitary facilities, waste disposal, and security (fence area or toiler module). 01 5300 EQUIPMENT RENTAL Contractor shall furnish equipment necessary to expedite work. 01 5900 FIELD OFFICES & SHEDS Contractor shall provide security (fence area or trailer module) for tools and materials that remain overnight on site. 01 7000 CLEAN UP & CLOSE OUT Contractor shall clean up the Site to the .satisfaction of Owner. Contractor shall complete the items listed on the Owners Punch List, and shall sign and return the List to the Owner. Contractor shall maintain a set of drawings during the job, on which changes shall be noted in red ink. A full set of redlined drawings (As—Built.) are to be given to the Architect at Job completion end submit "construction work complete memo" to Construction Engineer. 01 8000 TRUCKS & MILEAGE Contractor shall provide transportation for their own personnel. 01 8300 TRAVEL TIME & PER DIEM Contractor shall provide ra rn and board for their own personnel, and reasonable time for traveling to & from job site. - 01 9200 TAXES Contractor shall pay sales and/or use tax on materials and taxable services. SITEWORK 02 1000 SITE PREPARATION Contractor is to mobilize within 7 calendar days of the Owner issuing a 'START' document. Contractor will immediately report to Architect if any environmental considerations arise. Site shall be scraped to a depth of 3" minimum to remove vegetative matter, and scrapings shall be stockpiled on site. Excess material to be disposed of in accordance with RFO. A Perimeter Silt Fence is to be maintained for the duration of the work. Contractor to remove trees and existing conditions as indicated on drawings. Trees to be removed include trunk, branches, leaves, stumps, roots, and vegetative matter. All wood, debris, and vegetative matter is to be completely disposed of and stump voids are to be backfilled and compacted with adequate soils. 02 1100 ROAD IMPROVEMENT & CONSTRUCTION N/A 02 2000 EARTHWORK & EXCAVATION Excavation material shall be used for surface grading as necessary; excess to be stockpiled on site. Excess material to be disposed of in accordance with RED. For dewatering excavated areas, contractor shall utilize sock or sediment filter for filtering of water discharge. 02 5000 PAVING & SURFACING Concrete paving shall be 5" thick, reinforced with 6"6" welded wire mesh or #3 steel bars 18" o.c.e.w., over a 3" sand cushion. Contractor shall insure that existing concrete parking area is protected against damage during this work, and any damage that may occur shall be repaired or replaced to equal existing preconslruction condition. 02 7800 POWER TO SITE Contractor shall coordinate the electrical service to the platform with the Utility Provider. Conduits shall include pull strings. Underground conduits shall be 2-1/2' Schedule 40 PJC. (schedule 80 PVC under roads and drives) .Cable to be 3/0 THWN CU. Trenches shall be backfilled in a timely fashion, using a compactor, and including two (2) detectable ribbons; one each at 3" and 15" above conduit. Service shall be 20D amp, single phase, 120/240 volt. Service type shall be 'General Time—Of—Day" if available, and meter base shall be approved by utility provider. 02 7900 TELCO TO SITE Contractor shall provide 2" schedule 40 PVC conduit, (schedule 80 PJC under roads and drives) with 'large sweep' elbows or 2" SDR -11 HDPE conduit for directional boring, & pull string for TELCO service as noted on plans. Coble to be fiber optic lines, source and provider T.B.D. Trenches shall be as in 02 7800. 02 8000 SITE IMPROVEMENTS Areas bounded by fence and adjacent to Equipment Platform shall receive polyethylene geotextile, 200 mesh woven, topped with 3" deep 3/4" to 1 1/2" clean rock (no fines), inked smooth. Clean rock shall match existing. 02 8001 FENCING All fence materials and fittings shall be galvanized steel. Fence shall be 6'-0" high x 9 ga. X 2" chain link fabric, w/ 7 ga. bottom tension wire. Comer and Gate posts shall be 2 7/8" O.D. sch 40 steel pipe, driven 60" below grade. Line posts shall he 2 3/8' O.D. sch 40 steel pipe. Top Rails shall be 1 5/8" O.D. steel pipe. Gate fomes shall be 1 5/8" O.D. welded pipe. Fence top shall be three (3) stands barbed wire to 7'-0" above grade, canted outward. Bracing shall be 3/8" truss rods and 1 5/8" O.D. pipe mid—rails at comers. Gate latch shall be commercial grade, "Cargo' or equal. Fabric shall extend to within 1" of finish grade. Existing fences shall be protected against damage during this work, and any damage that may occur shall be repaired or replaced to equal existing pre—construction condition. 02 8500 IRRIGATION SYSTEMS N/A 02 9000 LANDSCAPING Contractor to restore turf areas damaged by construction by preparing soil, placing sod & watering to maintain gross survival for 1 year. Contractor shall protect existing landscape elements that are not in the Scope of Work. Reasonable precautions shall be taken to assure the health of existing trees shrubbery ubbery. If conflicts Anse regarding the location of root systems, branch lines, etc., the Architect must be contacted prior to performing Work that may cause damage. Damage resulting from disregard of this Article shall be compensated by the Responsible Party and at a cost to be determined by the Property Owner, Architect, and Owner. CONCRETE 03 1000 CONCRETE FORMWORK Concrete fortes shall be dimension lumber, modular, or steel. 03 3100 STRUCTURAL CONCRETE Concrete shall be 6% B1% air entrained, and 4,000 psi at 28 days. All reinforcing steel is to be Grade 60 (ASTM 615). Concrete forms shall be dimension lumber, modular, or steel. 03 6000 GROUT N/A 03 8000 TOWER FOUNDATION N/A 03 8001 CATHODIC PROTECTION N/A 03 9000 EQUIPMENT PLATFORM FOUNDATION Contractor shall furnish & install materials for Equipment Platform foundation. Concrete shall be 6% i1% air entrained, and 4,000 psi nt 28 days. All reinforcing steel is to be Grade 60 (ASTM 615). Anchor bolts are furnished by Contractor. Contractor shall comply with the Owners Standard CONSTRUCTION SPECIFICATIONS MINIMUM CONCRETE STANDARDS. MASONW Contractor shall furnish & and install C.M.0 wall assembly per Architectural Documents. Block shall be 7-5/8" x 11-5/8" x 15-5/6". Mortar shall be Type N and comply with ASTM C 270, joints concaved. 05 OD00 METALS Contractor will furnish and install structural and fabricated steel items not specifically furnished by Owner, and install Owner—furnished items. Structural steel Shall be fabricated and erected per AISC specifications. Welding shall conform to AWS standards. Feld welding shall be as shown on Shop Drawings, performed by AWS Certified Welders, and inspected as prescribed by the Structural Engineer. Steel shall be ASTM A992 OR A36, and 3/4" field bolts shall be A325. Temporary erecting bolts, clip hangers, and bracing shall be furnished by Contractor. Fabrications shall be shop welded if possible, and galvanized before delivery to site. Structural steel, and miscellaneous iron and steel, shall be hat dipped galvanized per ASTM A123 thickness grade 55. Fabricated iron and steel hardware shall be hot dipped galvanized per ASTM A153. Repair of damaged or uncoated galvanized surfaces shall be per ASTM A780. WOW & PLASTICS N/A THERMAL & MOISTURE N/A DOORS AND fIARDWARE N/A FINI N/A SPECIAL CONSTRUCTION 13 1260 CABLE BRIDGE, CANOPY, & ICE SHIELDS Contractor shall furnish & install materials for the Cable Bridge as indicated on the drawings and Verizon Wireless Standard Details. Platform canopies are supplied by Equipment Platform Manufacturer. Contractor shall install canopy components shipped loose with the Equipment Platforn. Contractor shall furnish & install materials for the Ice Shields as indicated on the Drawings & Verizon Wireless Standard Details. 13 1400 ANTENNA INSTALL Contractor shall install Owners antennas and feed lines during erecting. Contractor shall test and certify feed lines per current VZW standards. 13 3423 TRANSPORT AND SET EQUIPMENT PLATFORM Contractor shall provide crone(s) and/or truck for transporting, setting and erecting Equipment Platform per REO. Contractor shall install items shipped loose with the Equipment Platform including, but not limited to, the following: anchoring plates; exterior lighting; canopies; guardrails; and buss bar. 13 3613 TRANSPORT AND ERECT TOWER EXTENSION Contractor shall schedule delivery of the tower extension and provide cranes for unloading and erecting. Contractor shall ensure the existence of a 3/8" cable safety climb (DBI/Sola or equal) on the Tower. MECHANICAL 15 4000 PLUMBING N/A 15 5000 HVAC N/A ELECTRIC 16 5000 LIGHTING AND ELECTRICAL Contractor shall provide labor and materials as necessary to complete the work shown on Drawings including items shipped loose with the Equipment Platform assembly. 16 6000 GROUNDING Contractor shall make themselves familiar with and follow the current GROUNDING STANDARDS of VERIZON WIRELESS. Contractor shall perform work as shown on Grounding Plans. Any site—specific grounding issues not covered by the GROUNDING STANDARD are to be addressed by the Contractor to the Owner. OWNER—FURNISHED EQUIPMENT & FEES EQUIPMENT PLATFORM TOWER EXTENSION CABINETS COAX AND/OR CABLES AMQJNAS & DOWNTILT BRACKETS GPS & CAM—LOK BUILDING PERMIT FEES MATERIALS TESTING FEES SPECIAL INSPECTIONS FEES RF BARRIERS & SIGNAGE CONIRACTOR—FURNISHED EQUIPMENT POWER TO SITE TELCO TO SITE CABLE BRIDGE GPS MOUNTING GROUNDING MATERIALS FENCING AND ICE SHIELDS CONNECTORS, BOOTS, & RELATED HARDWARE CONCRETE PAVING CONCRETE STAIRS AND RAILING VERSA—LOK RETAINING WALL ANTENNA PLATFORM CONTRACTOR SHALL PROVIDE MATERIALS, LABOR, TOOLS, TRANSPORTATION, SUPERVISION, FTC. TO FULLY EXECUTE WORK. WORK REQUIREMENTS ARE DETAILED ON THE DRAWINGS AND SPECIFICATIONS AND SHALL INCLUDE, BUT NOT BE UMITED TO, THE FOLLOWING ITEMS: SITE PREPARATION SITE WORK EQUIPMENT PLATFORM FOUNDATION SFr PLATFORM ROUTING OF GROUND, POWER, FIBER & ALARM SITE GROUNDING ELECTRICAL & TELEPHONE SERVICES INSTALL ANTENNA PLATFORM INSTALL ANTENNAS & CABLES CABLE BRIDGE AND ICE SHIELDS GRAVEL SURFACING & FENCING CONCRETE PAVING CONCRETE STAIRS AND RAILING VERSA—LOK RETAINING WALL Contractor to compare drawings against Owner's "Request for Quote", (REQ). If discrepancies arise, Contractor shall verify with Owner that the RFQ supersedes the drawings. LICENSED ARCHITECT 12427 I nereby cerlTy Nat Nis plan, specfication orrepon was prepared Is, me or under on, direct eupervision and net am a day registered Architect under ,he laws of the State of Minnesota. ROBERT J. DAVIS, ReaN. 12427 Date: DESIGNfI 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903-9299 WWW.DESIGN1EPOOM verizonJ 10801 BUSH LANE ROAD BLOOMINGTON, MN 55438 (612) 720-0052 I PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS OUTLINE SPECIFICATIONS P]:L•\rJGw:Y�wTr69 A-5 GENERAL GROUNDING NOTES: An external buried ground ring (Lead 1) shall be established around the equipment shelter and tower foundations. Lead 1 shall be kept 24" from foundations; if foundations are less than48" apart, keep Lead 1 centered between them. If the tower base is over 20'-0' from the equipment shelter, a separate Lead 1 shall be established around each foundation, and the two Lead 1s shall be bonded with two parallel leads at least 6 feet apart horizontally. Connections between the two Lead 1s shall be bi-directional. All subgrade connections shall be by exothermic weld, brazed weld, or gas-tight UL467-listed compression fittings pre -filled with anti -oxidant compound. Subgrade connections shall not be 'cold galvanize' coated. Lead 1 shall be #2 solid bare tin -clad (SBTC) copper wire buried at local frost depth. Lead 1 bends shall be minimum 24" radius. 'Whip' lead bends may be of 12" radius. Ground rods shall be galvanized steel, 5/8"0, spaced ten feet apart, or as shown. Rods shall be kept min. 24 inches from foundations. Ground rods are required to be installed at their full specified length. Depth shall be as shown in Detail Booklet. SPECIAL CONSIDERATIONS FOR GROUND RODS When ground rods are not specified to be backfilled w/ Bentonite Slurry: If boulders, bedrock, or other obstructions prevent driving of ground rods, the Contractor will need to have drilling equipment bore o hole for ground rod placement. Hole to be backfilled w/ Bentonite Slurry. When specified with slurried Bentonite encasement, drilling equipment will be need to be used to be bore a hole for ground rod placement. Slurry shall be made from pelletized material ("Grounding Gravel'; powdered Bentonite is not allowed. If boulders, bedrock, or other obstructions are found, Contractor shall drill to the specified depth and provide Bentonite encasements. Above -grade connections shall be by lugs w/ two -hole tongues unless noted otherwise, joined to solid leads by welding (T&B 54856BE "BROWN"), self -threading (RECOGNIZED, EM 2522DH.75.312), or 10,000psi crimping (BURNDY YA3C 2TC 14E2). Surfaces that are galvanized or coated shall have coating(s) removed prior to bolting. Bolts shall be stainless steel with flat washers on each side of the connection and a lock washer beneath the fastening nut. Star -tooth washers shall be used between lug & dissimilar metal (copper -to -steel, etc) but are not required between tin -clad CU lugs & tin -clad CU bus bars. Lug tongues shall be coated with anti -oxidant compound, and excess compound wiped clean after bolting. The connection shall then be canted with cold -galvanizing compound, or with color -matching paint. Ground bars exposed to weather shall be tin -clad copper, and shall be clean of any oxidation prior to lug bolting. Galvanized items shall have zinc removed within 1" of weld area, and below lug surface contact area. After welding or bolting, the joint shall be coated with cold galvanizing compound. Ground bars are isolated electrically from tower bottoms and equipment shelters by their standoff mounts. Leads from each ground bar to the ground ring shall be a pair of #2 SBTC, each connected to Lead 1 bi-directionally with #2 SBTC 'jumpers'. Pairs of #2 SBTC may be required between ground bars. Leads shall be routed to ground bars as follows: • The Main Ground Bar (MGB), typically mounted inside on the equipment shelter 'back' wall. • The Entry Cable Port Ground Bars (ECPGB). mounted inside and outside on the equipment shelter walls beneath the transmission line port. Note: Transmission line grounds also attach to the ECPGBs. • The Transmission Line Ground Bar (TGB) mounted at the base of the tower to which the transmission line grounds are attached. Transmission line grounds also attach to the TGBs. NOTE: Contractor shall confirm that TGBs exist at 75 -toot vertical intervals on any guyed or self-support Lower, and that transmission lines are grounded to each TGB. Only the bottom -most TGB is isolated from the tower steel frame; upper TGBs may use the tower steel frame as common ground, requiring no copper leads between TGBs. 2 SBTC Whip leads "Whip" leads shall connect the buried external ground Cog to the following items: Monopole Towers: • Three whips to flanges on the monopole base, at least 90' apart. If none are provided, attach to the baseplate or consult tower manufacturer. Self -Support Towers: • Two whips to flange(s) on each tower leg base. If none are provided, attach to the baseplate or consult Lower manufacturer. Guyed Towers: • Two whips to flange(s) on the tower base. If none are provided, attach to the baseplate or consult tower manufacturer. Establish a Lead 1 within the fence enclosure of each guy anchor, at least 40 foot perimeter and having 4 ground rods. " #2 SBTC leads shall extend up, and be clamped (bronze clamshell or equal), to any two guy wires. NEVER weld leads to the guy wires. The lead to the guy anchor 'hand' plate may be welded. Fences: Metallic fence within 25 feet of tower Lead 1, or within 6 feet of shelter lead 1, shall have whip leads as follows: • Each comer post. • Each pair of gate posts. • Any line post over 20'-O" from a grounded post. • Each gate leaf to its respective gatepost using braided strap (3/4", tin -clad copper w/ lug ends). • Fences around guy anchors shall be grounded in similar fashion. Fuel tanks: NEVER WELD to any fuel enclosure. NEVER penetrate the fuel containment. Metal tanks shall have one whip lead attached. Use an approved clamp or two -hole lug on an available flange. Equipment Shelter and Other General Requirements: • Extend new Lead 21B up to shelter halo, remaking two-way connections as needed. Generator -equipped shelters have 6 such connections. Connections within the shelter shall be by compression; NEVER weld inside the shelter. • Each vertical support pipe of the exterior cable bridge. Bridge end shall be kept at least 6" from the tower structure. The cable bridge shall be jumpered to the vertical support pipes with #2 SBTC at each vertical support pipe. • Opposite comers of the roof shield over the equipment shelter. • Each HVAC unit shield, if separate (may be 'jumpered' to main roof shield). • Each HVAC package unit. " Commercial electric meter box. " Generator receptacle, if present. • Steel building skid, if shelter is metal frame. * Each air intake or exhaust 'fan vent louver. " Each generator vent hood or louver. " Generator exhaust stack, external. " Opposite comers of generator support frame, if separate from shelter. • Generator fuel tank, if separate from generator unit. • Host building rain gutter, downspouts, and roof flashings within 25 feet. • Telco MPOP (Main Point of Presence), if external to equipment shelter. " Within cable vaults, one each to the ladder and to the manhole rim. Note: The door frame is connected to the interior ground halo, and need no separate connection to the external ground ring. Inspection & Testing Test lead #1 and ground rods after installation but before backfilling or connecting to any other grounding, using the 3 -point fall of potential method. Contractor to notify Verizon Wireless senior construction engineer at least 48 hours prior to testing. Document installation and test results with photographs. SYMBOL AND NOTE LEGEND 1--- 12 SBTC AROUND SHELTER, TOWER, OR GUY ANCHOR 0 5/8' X 10'-0" GALVANIZED STEEL GROUND ROD O TEST WELL PREFERRED LOCATION #2 SBTC 'WHIP' LEAD - (2) #2 SBTC FROM MGB, PGB, OR TGB TO LEAD 1 © AC HVAC UNIT 218 BC BUILDING CORNER © BO BOLLARD © CBS CABLE BRIDGE SUPPORT POST ® EL ELECTRICAL SOWCE GROUND © EM COMMERCIAL ELECTRICAL METER © FAN GUY ANCHOR PLATE © FP FENCE POST 90 GEN GENERATOR 13 AC PANEL TO MGB GP GATE POST, 3/4" BRAID STRAP TO LEAF © GPS GPS UNIT © GUY GUY WIRE, MECH. CLAMP ONLY - NO WELDS © HL HOOD OR LOUVER © HB OUTSIDE OF HOFFMAN BOX © ILC INTEGRATED LOAD CENTER Q5 MGB MAIN GROUND BAR © MU GENERATOR MUFFLER (5) PGB PORT GROUND BAR © RBR FOUNDATION REINFORCING © RS ROOF SHIELD © SB STEEL BEAM © SP STEEL POST © STP STEEL PLATFORM © TEL HOFFMAN BOX (S) TGB TOWER GROUND BAR © TWR TOWER BASE © VP DIESEL FUEL VENT PIPE N� MGB/FGB TO STATIC DEVICES Contractor 55 to provide #2 solid bare tin -clad (SBTC) copper wire lead from #1 ground ringto air conditioner & ice shield if provided by V W. I FeD IDENTIFlCATION & DESCRIPTION: 1 RING, EXTERNAL BURIED At/ RODS #2 SBTC 1A RING, CONCRETE ENCASED #2 SBTC 2 DEEP ANODE (TO IMPROVE OHMS) ROD OR PIPE 3 RING TO BLDG SIL FRAME #2 SBTC 4 MAIN AC PANEL NEUTRAL BUS TO (2) GROUND RODS ISOLATED FROMLEAD #1 NEC 250.66 5 RING TO GROUND BAR 2 2 SBTC 6 RING TO EXT MTL OBJECT #2 SBTC 7 DEEP ANODE TO MGB NSTD33-9 8 AC PANEL TO WATER METER NEC 250.66 9 EXT WATER TO INT WATER PIPES NSTD33-9 10 INT WATER PIPE TO MGB NSrD33-9 11-12 NOT USED #31 TO DSU FRAME 13 AC PANEL TO MGB NSTD33-9 14 MGB/FGB TO BLDG STI FRAME #2/0 I-STR 14C MGB/FGB TO ROOF/WALL MTL PNL #1/0 I-STR 15 MGB/FGB TO FGB-HE SAME FLOOR #2/0 I-STR 16 NOT USED #6 I-STR 16A ECPGB TO CABLE ENTRY RACK #1/0 I -STK 17 MGB TO CABLE SHIELDING #6 I-STR 17A ECPGB TO CABLE SHIELDING #6 I-STR 17B MGB/FGB TO F-0 SPLICE SHELF #1 I -SDR 18 LOWEST MGB/FGB TO HIGHEST FGB #2/0 I-STR 19 LEAD 18 TO OTHER FGBs, <6' #2/0 I-STR 20 MGB/FGB TO BRANCH AC PNL #6 I-STR 20A NEAREST GRND TO DISCONNECT PNL NEC 250.66 206 GWB TO AC DISH PNL #6 I-STR 21 MGB/FGB TO INT HALO #2 I-STR 21A INTERIOR 'GREEN' HALO 21B INT NATO TO EXT RING #2 I-STR 02 SBTC 21C INF HALO TO EQUIPMENT MTL #6 I-STR 22 ROOF TOWER RING TO ROOF GRND NFPA 780 23 MGB/FGB TO ECPGB, SAME FLOOR #1 I-STR 23A MGB/FGB TO CXR -HF UNR PROT #6 I-STR 24 ECPGB TO EACH PROTECTOR ASSEMBLY #6 I-STR 24A LOWER PROT ASSY TO UPPER #6 I-STR 25 RING TO NEAREST LIGHTNING ROD #2 S8TC 26 LGHTNG ROD SYS TO NEARBY MTL NFPA 780 27 RING TO TOWER RING (2) #2 SBTC 28 RING TO SHELTER RING (2) #2 SBTC 29 BRANCH AC PNL TO FIFTY CHG FIRM NSTD33-11 30 BRANCH AC PNL TO OUTLETS NSTD33-11 31 MGB/FGB TO PWR, BTTY FRAMES #2/0 I-STR 32 #31 TO BATTERY CHARGER FRAME #6 I-STR 33 #31 TO BATTERY RACK FRAME #6 I-STR 34 #31 TO PCU FRAME #6 I-STR 35 #31 TO DSU FRAME #6 I-STR 36 #31 TO PDU FRAME #6 I-STR 37 MGB/FGB TO BTTY RETURN NSTD33-14.5 37A MGB/FGB TO RTN TERM CARR SUPP #6 I-STR 38 FGB TO PDU GB #750MCM I-STR 39A FGB TO PDU GB CARRIER SUPPLY #2/0 1-51R 39 DC BUS DUCT TO NEXT SECTION #6 I-STR 40 DC BUS DUCT TO MGB/FGB #6 I -SIR 41A MGB/FGB TO #58 #2/0 I-STR 42-44 NOT USED 45 MAIN AC PNL TO BRANCH AC PNL NSTD33-11 46 BRANCH AC PNL TO DED OUTLET NSTD33-11 47 FGB TO INTEG FIRM #21-STR 48 LEAD #31 TO INTEC FIRM #6 I-STR 49 INTEG FIRM TO EQUIP SHELF BY FASTENERS 50 PDU BM REr TO #51 #2/0 I-STR 51 #50 TO TRANS FRM ISO DC FAIR #6 I -STIR 52 TRANS FIRM FUSE TO FIRM OR BAR #8 I-STR 53A MGB/FGB TO PDF/BDFB NSTD33-22 54 MGB/FGB TO STATIC DEVICES #6 I-STR 55 MGB/FGB TO CABLE AT ENTRY #6 I-STR 56 MGB/FGB TO AC PAR RADIO XMTTR #6 I-STR 57A MGB/FGB TO CBL GRID/RUNWAY #2/0 I-STR 58A #41A TO AISLE FRAME 02 I-STR 59A #58A TO EACH SGL FRAME GRND #6 I-STR 60-89 NOT USED 90 GENERATOR FRAME TO EXT RING #2 SBTC LICENSED ARCHITECT 12.427 I hereby ceNy Nel this plan, epecmraron or repel . prepared by me or under my street supervisor and that I am a duly registered Prompted under the laws of the SateW MlnneeoW. ROBERT J. DAVIS, Reg. N, 12427 RIME.1T�\., DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903-9299 WWW.DESIGNIERCOM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON. MN 55438 (612) I2MO32 TYPE RJ WELDED, NOT CRIMPED TYPE RR REINF BAR COMPRESSION CONNECTOR DETAILS 2SCALE NONE TYPE VS TYPE VS TYPE HS ROUND SURFACE FLAT SURFACE WELD: THOMAS & BETTS, 54856BE BROWN33" CRIMP: BURNDY, YA3C 2TC 1411 10,000 PSI SCREW: RECOGNIZED. EM 2522DH. 75.312 TYPE GT TYPE PT TYPE GL LUG EXOTHERMIC WELD DETAILS SCALE:NONE SHEET CONTENTS: GROUNDING NOTES B G-1 PROJECT NOTE: REMOVE GALVANIZING FROM FENCE POSTS IN AREAS LUGS WILL BURNDY 20130877426 BE INSTALLED. LIGHTLY COAT THE 2TC 14 LOC. CODE: 265810 UNDERSIDE OF THE LUGS W/ CRIMYA6CP CRIMP LUG ANTI -OX COMPOUND BEFORE TO POSTS. M I N ATTACHING BELDEN � T B � o LAR MACAROON BRAIDED TOP VIEW SIDE VIEW STRAP cc TWO -HOLE 10,000 PSI GATE BONDED TO FENCE POST HYTAP CONNECTOR BU #878498 COMPRESSION FITTING(2 TWO -HOLE 10,000 PSI COMPRESSION FITTING 10,000 PSI COMPRESSION FITTING UL 9498 LISTED w/ 3/4' BRAIDED TINNED COPPER JUMPER STRAP FITTING MUST BE UL467 LISTED QUATTRO DRIVE ACCEPTABLE FOR DIRECT BURIAL CHANHASSEN, MN 55317 TYPE RJ WELDED, NOT CRIMPED TYPE RR REINF BAR COMPRESSION CONNECTOR DETAILS 2SCALE NONE TYPE VS TYPE VS TYPE HS ROUND SURFACE FLAT SURFACE WELD: THOMAS & BETTS, 54856BE BROWN33" CRIMP: BURNDY, YA3C 2TC 1411 10,000 PSI SCREW: RECOGNIZED. EM 2522DH. 75.312 TYPE GT TYPE PT TYPE GL LUG EXOTHERMIC WELD DETAILS SCALE:NONE SHEET CONTENTS: GROUNDING NOTES B G-1 NOTE: CONTRACTOR SHALL ENSURE THAT EACH WHIP IS ROUTED TO LEAD 1 BY THE SHORTEST PATH, AND BENDS SHALL NOT BE LESS THAN 12" RADIUS FP GP x M L " GROUND RODS AT 201 O.C. OR AS SHOWN FP i" • I i F x I N J I zi w�l x G / jEL TGBB • a CBS v CB/ J e v ASSUMED TOWER r - y GROUND RING, CONTRACTOR TO VERIFY G x BI-DIRECTIONALS FP ILC {' PROPOSED _ EQUIPMENT TO BE PLATFORM 9'4' X 14'-0" PLATFORM W/ CANOPY GROUNDING ELEVATIONS GROUNDED PER L--- -- MANUFACTURERS 11.3 REBAR GROUNDING DETAIL SPECS AND ATTACHED TO MAIN 11.5 1 TYPICAL GROUNDING CABLE BRIDGE DETAIL BUSS BAR+� TBR j El r I I + RBRt' BI-DIRECTIONALS FP i CBS CBS I 1 NORTH GROUNDING PLAN SCALE NONE GP FP I heresy cc" Nat this pian, specific w s Preparedt dor unermy brad supervlsipn and that I am a duly repeated Architecwnder the laws ohne Same of Minoeeola. ROBERT J. DAVIS, Reg. No 12427 1,-1 v o4. to -17 DESIGN 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55304 (952)903-9299 WWW. DESIGN I EP. COM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720-0052 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS GROUNDING PLAN GROUNDING DETAIL INDEX G-2 GROUNDING DETAIL INDEX DETAIL DETAIL DESCRIPTION PLATFORM 9'4' X 14'-0" PLATFORM W/ CANOPY GROUNDING ELEVATIONS 11.1 TEST WELL DETAIL GROUND RING 8 ROD DETAIL PREFERRED TEST / 11.3 REBAR GROUNDING DETAIL WELL LOCATION 114 CONDUIT DETAIL 11.5 1 TYPICAL GROUNDING CABLE BRIDGE DETAIL i CBS CBS I 1 NORTH GROUNDING PLAN SCALE NONE GP FP I heresy cc" Nat this pian, specific w s Preparedt dor unermy brad supervlsipn and that I am a duly repeated Architecwnder the laws ohne Same of Minoeeola. ROBERT J. DAVIS, Reg. No 12427 1,-1 v o4. to -17 DESIGN 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55304 (952)903-9299 WWW. DESIGN I EP. COM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720-0052 PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS GROUNDING PLAN GROUNDING DETAIL INDEX G-2 CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UDUTY LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE ARCHITECT AND THE VLW CONSTRUCTION ENGINEER IMMEDIATELY OF ANY UTILITY UNE ISSUES. EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND NOT All UULITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND MUST CONDUCT BOTH PUBLIC AND PRIVATE UTILITY LOCATES BEFORE EXCAVATING. CONTRACTOR SHALL RESTORE ALL AREAS, INCLUDING LANDSCAPE, DISTURBED BY CONSTRUCTION TO PRE -CONSTRUCTION CONDITIONS. --------------------------------------------------------- E _ ________E%ISTING UNDERGROUND GAS LINE TYP A u4 ' I 1 I — lu — / _ 1 LESSEEACE I r U I Iit PNDHOLE/ iiBOX AT Is CROWN CASTLE 20' UTILITY ,L L COMPOUND I DIIII', AND ACCESS EASEMENT U' L 2D[I `I �DILNNGG I I CROWN CASTLE p I L LEASE AREA -4- L --- O gg II I II I I� EXISTING UNDERGROUND ELECTRIC, TYR. I i ?—EXISTING ( I I BUILDING L— — — — — — — TRANSFORMER Dal -- 1 EXISTING UTILITY & DRAINAGE EASEMENT PER PLAT OF QUATTRO ADDITION HANDHOLE/PULL BOX AT PROPERTY CROWN CASTLE UTILITY EASEMENT LINE EXISTING UNDERGROUND FIBER, TYP. a - EXISTING PROPERTY LINE, TYP. UNDERGROUND FIBER CONDUIT WITH A TRACEABLE WIRE FROM HANDHOLE/PULL BOX AT PROPERTY LINE, TO COMPOUND HANDHOLE/PULL BOX BY G.C., MINIMUM OF 42' BELOW GRADE W/ 2 DETECTABLE RIBBONS, APPROX 440 LF STING-- PBLIC RIGHT OF WAY LINE, TYR / NORTH 1 SITE UTILITY PLAN "HIS S� SCALE: V = 50'-0" FOC CROWN CASTLE LEASE AREA UNDERGROUND FIBER CONDUR WITH A TRACEABLE WIRE FROM HANDHOLE/PULL TO TELCO ENTRY BY G.C., MINIMUM OF 42' BELOW GRADE W/ 2 DETECTABLE RIBBONS, APPROX 40 LF 17' X 30' X 24' HANDHOLE/PULL BOX AND UNDERGROUND FIBER CONDUIT TO TELCO BOX BY G.C. I � \ a I ' 'IMNDHOLE/PULL BOX, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY UT FIBER PROVIDER FIBER DISIRIBURAON PEDESTAL MAY BE REQUIRED BY UTILITY PROVIDER I -KVIDHOLE/PULL BOX, LOCATED 'WITHIN PUBLIC RIGHT OF WAY NORTH 6RAg11C SG1E rte. fLIGE — DOW, L4ZE x / 1 1 � ILC I I EXISTING PROPERTY LINE, ttP.� 7 EXISTING UNDERGROUND ELECTRIC, ttP.l� C� --———— — —_ — 17' X 30' X 24" :" I HANDHOLE/PULL BOX, ENSURE 36' 12' MAX. FROM RIGHT CLEARANCE OF OF WAY. BY G.C. � UGFO J� OF METER Ul EXISTING UNDERGROUND FIBER, P. TI OC— —FOC--._yJp' C METER IN EXISNNG METER SOCKET -�1/f PULLBOX LOCATION PLAN 2 SCALE: 1/4" = 1'-0' WIRELESS) c CROWN CASTLE LEASE AREA UNDERGROUND FIBER CONDUR WITH A TRACEABLE WIRE FROM HANDHOLE/PULL TO TELCO ENTRY BY G.C., MINIMUM OF 42' BELOW GRADE W/ 2 DETECTABLE RIBBONS, APPROX 40 LF 17' X 30' X 24' HANDHOLE/PULL BOX AND UNDERGROUND FIBER CONDUIT TO TELCO BOX BY G.C. I � \ a I ' 'IMNDHOLE/PULL BOX, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY UT FIBER PROVIDER FIBER DISIRIBURAON PEDESTAL MAY BE REQUIRED BY UTILITY PROVIDER I -KVIDHOLE/PULL BOX, LOCATED 'WITHIN PUBLIC RIGHT OF WAY NORTH 6RAg11C SG1E rte. fLIGE — DOW, L4ZE x / 1 1 � ILC I I NOTE CONTRACTOR TO ENSURE 36' CLEARANCE OF TREES IN FROM OF METER b J IIJ METER IN EXISNNG METER SOCKET -�1/f (LABELED VERIZON WIRELESS) c j' x H -FRAME WITH— ITH OPEN METER OPEN II SOCKET G. i POWER TYPE: 120/240V, SINGLE PHASE, 200 AMPS I/ / UNDERGROUND SECONDARY ELECTRICAL RUN FROM METER TO ILC BY G.C., MINIMUM OF 42' BELOW GRADE W/II2 DETECTABLE RIBBONS, APPROX 70 LF EXISTING UNDERGROUND ELECTRIC, ttP. s COMPOUND UTILITY PLAN GWHIO N SCALE: 1/8" = 1'-0" A LICENSED ARCHITECT 12427 I Hereby ramify that this pin specification or open was posarea by a or underyyoren DrImarviame andmu am a duly "gistarldAnnulled user melaws of Sial IMnne6ota. R06ERT J. DAVIS Reg. No. 12427 hR 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903-9299 WWW.DESIGNIERCOM ver11111 izonNOO" 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720-0052 I PROJECT 20130877426 LOC. CODE: 265810 MIN MACAROON CC BU #878498 QUATTRO DRIVE CHANHASSEN, MN 55317 SHEET CONTENTS: SITE UTILITY PLAN PULLBOX LOCATION PLAN COMPOUND UTILITY PLAN U-1 f SITE SURVEY - CITY 1"=600' w I VICINITY MAP PID: 0911622310071 Q -' HERMAN HOLDINGS ONE LLC zc ) ____ - _______ -' W - _ ".Dg ION - alot . °• OI OLA R npn AJJ' t —sc —M1-ns —� �� .._ AN OF OARs o I' _ LOT 1 - r`l a �i BLOCK 1 W I- - EXISTING 1 P> TOWER I Thai I'I - PID 0711622MOO17 Q - DELL ROAD PARTNERS LLP SITE pp g FIN, .1 E uNR KC, I F / CHANHASSAN f, LEGEND € �o Z_O TREE CONIFER W �— - O rI CENTER LINE ,r 77TH ST. W II �� PID: 0]11622340018 _ �I�� - TREE DECIDUOUS - - EDGE OF WOODS Q J -, a x ,� r r`� �+ il. BEDECK ENTERPRISES - I Bp V WATER HYDRANT - - FENCE CHAIN LINK W 1 UNDERGROUND GAS r p xW WATER VALVE No— UNDERGROUND FIBER OPTIC L78TH ST. W °r' STATE TRUNK HIGHWAY NO 6 -F- ELEC METER COT UNDERGROUND TELEPHONE TELE PEDESTAL uce UNDERGROUND ELECTRIC J E 1 -z °G _ E GAS METER SECTION LINE a - QUARTER LINE , - 0 FENCE POST -' ". q (DE ELEC HANDHOLE RIGHT OF WAY LINE y„e; : _ BOUNDARY LINE o z i a — - STORM CATCH BASIN YL f 7 MAILBOX --- EASEMENT LINE o—dT >- swOOe _ or I m ELEC TRANSFORMER BOX _. BUILDING WALL HATCH xu) : ® GROUND ACCESS COVER o _ CONCRETE SURFACE _ _. ,. `F° ° 7 9 >- S Mem 0I, i.Y & J: 'CO'. cse^.e^t—I UN ° s I a roc PC m WEST 77TH STREET Co _ aeyac=of Q A ao wa .On ° � o xs AFF 0 ow n _ o _GRID GEODETIC EODETIC _ NORTHMAGNETIC ''i MAGNETIC o° �k NORTH NORTH o ,3632l r FF I SURVEYOR NOTES: SCALE IN I & i ORIENTATION OF TWO BRANE EYSTEMiS A.,, c'-ZE, k. 4 &.A. OM1 A c °R°NAT[ 1 93 NA.388 .`.88 R e M1 6 16D888, 2 \ 1 o sec o CORNEA �„ 5, ^� Ao r C NA J88 c _ .'ng \W u°uuueNr _ M1['e5 'e53 [E nA9E3 w 2 E s ° ° ° e °_° DETAIL "O - W9330' S3. C”' NAD63 NAME: I HEREBY CERTIFY THAT THIS DOCUMENT WAS SITE NAME. PREVARTISY ME OR UNDER M DIRECTS ON DESIGN UNDER THEA.SOFYLIeEN`I WIDSETH SMITH NOLTING MINE MACAROON UNDER THE uw`s oFTHE�T ``► Hennepin County, MN •/`M Engineering uu scAre oNena� ` g Bering Architecture Surveying Environmental N°. Dare REVISIONS By CHK APP'D SFAWfi K. Ks- A L A+F 'y ON !'I FIELDWORK: 71V16 CHECKED BV: SMK DRAWN BY: JMB =ATE 7/f5 '.E LETS A a90T H0494A1968000 c1o.emIll Tr1.11 NO:iPNN PROJECT DESCRIPTION: EXTENSION DRAWINGS FOR A 67' MONOPOLE11 CROWN CASTLE SITE NAME: BEDDOR ENTERPRISES ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEPARTURE, DAILY AT 800-788-7011. QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM FDH VELOCITEL TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. TO REQUEST QUALIFIED ENGINEERING SERVICES, PLEASE CONTACT FDH VELOCITEL AT RIGGING@FDHVELOCITEL.COM OR (919) 755-1012 PROJECT DATA CCI PROJECT MANAGER NAME CODES AND STANDARDS CCI PROJECT MANAGER EMAIL ADDRESS BUILDING CODE 2012 INTERNATIONAL BUILDING CODE TIA STANDARD ANSITPIA-222-G ULTIMATE WIND SPEED WITHOUT ICE (MPH) 115 NOMINAL WIND SPEED WITH ICE (MPH) 50 SERVICE WIND SPEED (MPH) 60 ICE THICKNESS (IN) 0.75 EXPOSURE CATEGORY B STRUCTURE CLASSIFICATION II TOPOGRAPHIC CATEGORY 1 CREST HEIGHT (FT) 0 S,(G)0.050 S. (G) D.Dza PROJECT CONTACTS CCI PROJECT MANAGER NAME JARED POULETTE CCI PROJECT MANAGER EMAIL ADDRESS JARED.POULETTE@CROWNCASTLECOM CCI PROJECT MANAGER PHONE NUMBER (314) 513-0149 CCI CONSTRUCTION MANAGER NAME CHAD HILTNER CCI CONSTRUCTION MANAGER EMAIL ADDRESS CHAD.HILTNER@CROWNCASTLE.COM CCI CONSTRUCTION MANAGER PHONE NUMBER (763) 852-0582 FDFI V0.01111 -EL PROJECT ENGINEER NAYS KELSEY SARGENr,p FTNrV0.00m3PR0.1ECT ENGINEER EJ9AY_ ADDRESS K0.5EYSARGENT�DHV0.0CITEi.COM F011 VELOCrfEL PRp.IEDT ENGINEER PHONE NUY109t (eM)]55-t8t2 SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 COORDINATES: LAT: 44.8648° LONG: -93.51530 PASSING STRUCTURAL ANALYSIS STRUCTURAL ANALYSIS COMPANY CROWN CASTLE PROJECT NO. 1294289 DATE NOVEMBER 15,2016 WORK ORDER# 1294289 CCI DOC# 6444617 PASSING STRUCTURAL ANALYSIS / MODIFICATION DRAWINGS STRUCTURAL ANALYSIS COMPANY FDH VELOCITEL PROJECT NO. 16PXN2400 DATE DECEMBER 15, 2016 SDD WORK ORDER# 1333733 CARRIER NAME VERIZON WIRELESS APPLICATION 359616 REV. 5 TOWER MANUFACTURER ENGINEERED ENDEAVORS INCORPORATED JOB# GS52841 THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND COAX CONFIGURATION PROVIDED BY THE TOWER OWNER. ANY CHANGE TO THIS INFORMATION MUST BE REVIEWED BY FDH VELOCITEL. ALL CONSTRUCTION SHALL COMPLY WITH THE TIA-1019-A STANDARD supervision 1 Prolassiona State of Mint Print Name:.. Signature: Dare 1E' c VEL.00ITEL 6NOINEERIN0INNOVATION CROWN CASTLE Rat ttds pian, specification, or ued by This or under my direct that I am a duly licensed )ineer under the laws of the 12115116 ABEL, PE A LIC, NO. 41 DRAWN BY: WAD CHECKED BY: KLS ENG APPVD: DDA SUBMITTALS DATE 3ESCRI"ION REV TT"O16 CONSTRUCTION 0 THE INFORMATION CONTAINED IN THIS SET OF IOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR GUSING TO BE REPRODUCED THE WHOLE OR ANY SART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 SHEETTITLE TITLE SHEET SHEET NUMBER S-1 SHEETINDEX SHEET DESCRIPTION REV. S-1 TITLE SHEET 0 S-2 MODIFICATION INSPECTION CHECKLIST 0 S-3 GENERAL NOTES 0 S4 MODIFICATION SCHEDULE B BASE LEVEL LAYOUT 0 S-5 PIPE EXTENSTION INSTALLATION DETAILS 1 0 SE PIPE EXTENSTION INSTALLATION DETAILS II 0 c VEL.00ITEL 6NOINEERIN0INNOVATION CROWN CASTLE Rat ttds pian, specification, or ued by This or under my direct that I am a duly licensed )ineer under the laws of the 12115116 ABEL, PE A LIC, NO. 41 DRAWN BY: WAD CHECKED BY: KLS ENG APPVD: DDA SUBMITTALS DATE 3ESCRI"ION REV TT"O16 CONSTRUCTION 0 THE INFORMATION CONTAINED IN THIS SET OF IOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR GUSING TO BE REPRODUCED THE WHOLE OR ANY SART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 SHEETTITLE TITLE SHEET SHEET NUMBER S-1 MI CHECKLIST INSPECTIONS AND TESTING REQUIRED REPORT ITEM PRE -CONSTRUCTION X M I CHECKLIST DRAWING x EOR APPROVAL x FABRICATION INSPECTION X FABRICATOR CERTIFIED WELD INSPECTION x MATERIAL TEST REPORT(MTR) X FABRICATOR NDE INSPECT ION N/A NDE REPORT OF MONOPOLE BASE PLATE X PACKING SLIPS ADDITIONAL TESTING AND INSPECTIONS: CONSTRUCTION X CONSTRUCTION INSPECTIONS N/A FOUNDATION INSPECTIONS N/A CONCRETE COMPRESSIVE STRENGTH AND SLUMP TESTS N/A POST INSTALLED ANCHOR ROD VERIFICATION N/A BASE PLATE GROUT VERIFICATION N/A CONTRACTOR'S CERTIFIED WELD INSPECTION AND NDE REPORTS N/A EARTHWORK: LIFT AND DENSITY X ON SITE COLD GALVANIZATIONS N/A GUY WIRE TENSION REPORT x GC AS BU ILT DOCUMENTS ADDITIONAL TESTING AND INSPECTIONS'. POST -CONSTRUCTION X MI INSPECTOR REDLINE OR RECORD DRAWING(S) N/A POST INSTALLED ANCHOR ROD PULL-0UT TESTING X PHOTOGRAPHS ADDITIONAL TESTING AND INSPECTIONS'. NOTE: X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT NIA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT MODIFICATION INSPECTION NOTES: GENERAL THE MODIFICATION INSPECTION (MI) IS A VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF RECORD (EOR). THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES. ALL MIS SHALL BE CONDUCTED BY A CROWN ENGINEERING VENDOR (AEV) OR ENGINEERING SERVICE VENDOR (AESV) THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN. SEE ENG-BUL-10173 LIST OFAPPROVED MI VENDORS. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT KNOWN, CONTACT YOUR CROWN POINT OF CONTACT (POC). REFER TO ENG -SOW -10007: MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. MI INSPECTOR THEW INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING APO FOR THE MI TO, AT A MINIMUM: • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR (GC) INSPECTION AND TEST REPORTS, REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS, CONDUCTING THE IN -FIELD INSPECTIONS, AND SUBMITTING THE MI REPORT TO CROWN. GENERAL CONTRACTOR: THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION INSTALLATION OR TURNKEY PROJECT TO, ATA MINIMUM: • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST • WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE MI INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS • BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MI CHECKLIST AND ENG -SOW -10007. RECOMMENDATIONS: THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MI REPORT: IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THE MI INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE -TENSIONING OPERATIONS. IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTIONS) TO COMMENCE WITH ONE SITE VISIT. WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. CANCELLATION OR DELAYS IN SCHEDULED MI: IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED, AND EITHER PARTY CANCELS OR DELAYS. CROWN SHALL NOT BE RESPONSIBLE FOR ANY COSTS. FEES, LOSS OF DEPOSITS ANDIOR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME (E. G. TRAVEL AND LODGING, COSTS OF KEEPING EQUIPMENT ON-SITE, ETC_). IF CROWN CONTRACTS DIRECTLY FOR A THIRD PARTY MI, EXCEPTIONS MAYBE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. CORRECTION OF FAILING MI'S: IF THE MODIFICATION INSTALLATION WOULD FAIL THE Al ('FAILED MI'), THE GC SHALL WORK WITH CROWN TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MI. OR, WITH CROWN'S APPROVAL, THE GC MAY WORK WITH THE EOR TO RE -ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS -BUILT CONDITION MI VERIFICATION INSPECTIONS: CROWN RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S) ON TOWER MODIFICATION PROJECTS. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND EP -0 ESSIC REQUIREMENTS IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG -SOW 1000;raby Bed VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEVIAESV FIRM r * R MODIFICATION PROJECT IS COMPLETED, AS MARKED BY THE DATE OF AN ACCEPTED n 'PASSING MV OR"PASS AS NOTED MVREPORT FOR THE ORIGINAL PROJECT. PTotellsiond $tate Of fAnl Print Nems: REQUIRED PHOTOS: Signature: BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT TO BE TAKEN AND INCLUDED IN THE MI REPORT: PRE -CONSTRUCTION GENERAL SITE CONDITION PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION •• RAW MATERIALS •• PHOTOS OF ALL CRITICAL DETAILS •• FOUNDATION MODIFICATIONS •• WELD PREPARATION •• BOLT INSTALLATION AND TORQUE •• FINAL INSTALLED CONDITION • SURFACE COATING REPAIR • POST CONSTRUCTION PHOTOGRAPHS •• FINAL INFIELD CONDITION PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS, PLEASE REFER TO ENG -SOW -10007 PREPARED BY: VELOCITF- BREINEERING INNOVATION CROWN CASTLE Tat Uds plan, Specification, or ved by me or under my dI that I am a duly Licensed liner under the laws of the Uomise 4 41120 12115/16 ABEL, PE DRAWN BY: WJD CHECKED BY: KLS ENS APPVD: DDA SUBMITTALS GATE DESCRIPTION NEV 121;18 CONSTRUCTION 0 THE INFORMATION CONTAINED IN THIS SET OF )OCUMENTS IS PROPRIETARY BY NATURE REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE UPSWINGS WITHOUT THE PERMISSION OF TOT MELOCTIEL IS PROHIBITED. FDH VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 SHEET TITLE MODIFICATION INSPECTION CHECKLIST SHEET NUMBER S-2 GENERAL NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS NECESSARY TO COMPLETE THE PROJECT AND ABIDE BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO FDH VELOCITEL FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. 3. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MISFITTING, OR NON -CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO FDH VELOCITEL PRIOR TO ANY REMEDIAL OR CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE FDH VELOCITEL APPROVAL. 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AFTER THE COMPLETION OF THE PROJECT. 5. CONTRACTOR SHALL PROMPTLY REMOVE ANY & ALL DEBRIS FROM SITE AND RESTORE AS BEST AS POSSIBLE TO PRECONSTRUCTION CONDITION, 6, ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSITTIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 7. THE CLIMBING FACILITIES, SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED, MODIFIED OR ALTERED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 8. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC AND/OR FABRICATOR. CONTRACTOR QUALIFICATION NOTES: 1, ALL REPAIRS SHALL BE PERFORMED BY A TOWER CONTRACTOR WITH A MINIMUM 5 YEARS EXPERIENCE IN TOWER ERECTION AND RETROFIT AND WITH WORKING KNOWLEDGE OF THE ANSIITIA-222-G "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS'. 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. SHOULD THE CONTRACTOR REQUIRE DIRECT CONSULTATION, FDH VELOCITEL IS WILLING TO OFFER SERVICES BASED UPON AN AGREED FEE FOR THE WORK REQUIRED. 3, ALL SUBMITTAL INFORMATION MUST BE SENT TO FDH VELOCITEL 6521 MERIDIEN DRIVE, RALEIGH NO 27616, TEL. (919) 755-1012, FAX. (919) 755-1031, E-MAIL STRUCTURAL@FDHVELOCITEL.COM. ANY VARIATION OF THESE SPECIFICATIONS OR DRAWINGS WITHOUT CONSENT FROM FDH VELOCITEL WILL VOID ANY RESPONSIBILITY OR LIABILITY FOR DAMAGE (MATERIAL OR PHYSICAL) TOWARDS FDH VELOCITEL 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TIA-1019-A STANDARD. JOB SITE SAFETY & NOTES: NEITHER THE PROFESSIONAL ACTIVITIES OF FDH VELOCITEL NOR THE PRESENCE OF FDH VELOCITEL OR EMPLOYEES AND SUB -CONSULTANTS AT THE CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND OR SUBCONTRACTORS AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE GENERAL CONTRACTOR AND OR SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY, AND WARRANTS THAT THIS INTENT IS EVIDENT BY ACCEPTING THIS WORK. STEEL: 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE AND ASTM SPECIFICATIONS. 2. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES NOTED IN THE STEEL GRADE SCHEDULE OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325N, THREAD INCLUDED WITH SHEAR PLANE (UNLESS OTHERWISE NOTED). 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUG -TIGHTENED CONDITION IN ACCORDANCE WITH AISC 13 PART 16.2, 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS', SECTION 8.1, UNLESS OTHERWISE SPECIFIED. WHEN "X"TYPE BOLTS ARE USED, CONTRACTOR MAY BE REQUIRED TO STACK ADDITIONAL WASHERS TO OBTAIN PROPER SNUG TIGHT INSTALLATION. ALL NUTS SHALL BE HEAVY HEX UNLESS OTHERWISE NOTED. 4. ALL STEEL, AFTER FABRICATION, SHALL BE HOT DIPPED GALVANIZED PERASTM A-123. ALL DAMAGED SURFACES, WELDED AREAS AND AUTHORIZED NON -GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PAINTED WITH MULTIPLE COATS OF ZRC COLD GALVANIZING COMPOUND ACHEIVING A MINIMUM OF 4 MILS DRY FILM PER ASTM A 780. 5. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE' TO PERFORM THE TYPE OF WORK REQUIRED. CONTRACTOR IS REQUIRED TO PROVIDE FDH VELOCITEL WITH A PASSING CERTIFIED WELDING INSPECTION FOR ALL WELDS. 6. STRUCTURAL STEEL MAY NOT BE TORCH CUT FOR FABRICATION. ALL STEEL FABRICATION MUST FOLLOW AISC STANDARDS. MISC. NOTES: I. ALL MODIFICATIONS ARE ASSUMED TO BE MADE ON AN EMP TY TOWER. CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS TO SUPPORT OR WORK AROUND EXISTING ANTENNAS AND TRANSMISSION LINES. MODIFICATIONS MUST BE CONTINUOUS THROUGH ALL AREAS SHOWN. 2. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. FABRICATION NOTES: 1. ALL DIMENSIONS ARE PRELIMINARY UNTIL FIELD VERIFIED BY CONTRACTOR. ANY CHANGES MUST BE APPROVED BY ENGINEER OF RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. 2. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES. SLOTTED AND DOUBLE DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF FABRICATION. SUBSTITUTES AND/OR EQUALS: IF CONTRACTOR WISHES TO FURNISH OR USE A SUBSTITUTE ITEM OF MATERIAL OR EQUIPMENT, CONTRACTOR SHALL FIRST MAKE WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE THEREOF, CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL PERFORM ADEQUATELY THE FUNCTIONS AND ACHIEVE THE RESULTS CALLED FOR BY THE GENERAL DESIGN, BE SIMILAR IN SUBSTANCE TO THAT SPECIFIED AND SUITED TO THE SAME USE AS THAT SPECIFIED. ALL VARIATIONS OF THE PROPOSED SUBSTITUTE FROM THAT SPECIFIED WILL BE IDENTIFIED IN THE APPLICATION AND AVAILABLE MAINTENANCE, REPAIR AND REPLACEMENT SERVICE WILL BE INDICATED. THE APPLICATION WILL ALSO CONTAIN AN ITEMIZED ESTIMATE OF ALL COSTS OR CREDITS THAT WILL RESULT DIRECTLY OR INDIRECTLY FROM ACCEPTANCE OF SUCH SUBSTITUTE INCLUDING COSTS OF REDESIGN AND CLAIMS OF OTHER CONTRACTORS AFFECTED BY THE RESULTING CHANGE, ALL OF WHICH WILL BE CONSIDERED BY ENGINEER OF RECORD IN EVALUATION OF THE PROPOSED SUBSTITUTE. ENGINEER OF RECORD MAY REQUIRE CONTRACTOR TO FURNISH ADDITIONAL DATA ABOUT THE PROPOSED SUBSTITUTE. COLD GALVANIZATION/SURFACE PREPARATION NOTES: 1. CONTRACTOR TO USE ZINGA OR ZRC COLD GALVANIZATION COMPOUNDS OR APPROVED EQUIVALENT. 2. PREPARE RUSTED/CORRODED SURFACE FOR TREATMENT ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3, CONTRACTOR TO APPLY (2) COATS OF COLD GALVANIZATION COMPOUND PER MANUFACTURER'S RECOMMENDATION. DRYING AND CURING TIMES MUST BE UTILIZED PER MANUFACTURER'S RECOMMENDATION. 4. APPLY ALL COATINGS BY BRUSH IN CALM WIND CONDITIONS_ THE USE OF AEROSOL IS NOT PERMITTED. 5. IF THE TOWER IS PAINTED,. BRUSH PAINT ALL TREATED AREAS TO MATCH TOWER AFTER COLO GALVANIZATION COMPOUND IS ALLOWED TO CURE. SAFETY CLIMB NOTES: 1. CONTRACTOR TO INSTALL TUF-TUG CABLE SAFE CLIMB SYSTEM UNLESS OTHERWISE NOTED. USE OF A SUBSTITUTE CLIMB SYSTEM IS ACCEPTABLE. CONTRACTOR SHALL FIRST MAKE WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE THEREOF, CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL PERFORM ADEQUATLY THE FUNCTIONS AND ACHIEVE THE RESULTS CALLED FOR BY THE GENERAL DESIGN. NEW TUF-TUG CABLE SAFE CLIMB SYSTEM AND ASSOCIATED HARDWARE SHOULD BE PURCHASED DIRECTLY FROM THE MANUFACTURER POINT OF CONTACT LISTED BELOW AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. JOEY DEUER TUF-TUG PRODUCTS 3434 ENCRETE LANE MORAINE, OH 45439 PHONE: (937) 299-1213 FAX: (937) 299-0120 WEBSITE: WWW.TUF-TUG.COM EMAIL: TUFTUG@AOL.COM I hereby Cert report Was P pro'e5510nat State of Minn Print Name:. Signature: Dae PREPARED BY. Vim mmiTEL ENBI NE[III INS INNOVATION PREPARE FOR'. CROWN CASTLE t_Fa0I that thie Alan. specification, Cr mved by The or under my direct that I am a duly Licensed neer under the laws of the Iola.Dennis 0. Abel lb use# 41120 12/15/16 DENNIS D. ABEL, PE MINNESOTA LIC. NO. 41120 DRAWN BY: WJD CHECKEDBY. BUS ENG APPV'D: nnA SUBMITTALS OPTS DESCRIPTION REV iv1&ls cONEAUGnDN 0 OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL IS PROHIBITED. FEB VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS_ 7700 QUATTRO CHANHASSEN, MN 55317 SHEETTITLE GENERAL NOTES SHEET NUMBER S-3 STEEL GRADE SCHEDULE SCOPE SHAPE GRADE YIELD STRENGTH (Fy) I ULTIMATE STRENGTH (FD) MONOPOLE EXTENSION PIPE A53 GR. B 35 KSI 60 KSI ALL PLATE A36 36 KSI 58 KSI ALL WELD ELECTRODE E -WAX - 80 KSI I hereby Cert report Was P pro'e5510nat State of Minn Print Name:. Signature: Dae PREPARED BY. Vim mmiTEL ENBI NE[III INS INNOVATION PREPARE FOR'. CROWN CASTLE t_Fa0I that thie Alan. specification, Cr mved by The or under my direct that I am a duly Licensed neer under the laws of the Iola.Dennis 0. Abel lb use# 41120 12/15/16 DENNIS D. ABEL, PE MINNESOTA LIC. NO. 41120 DRAWN BY: WJD CHECKEDBY. BUS ENG APPV'D: nnA SUBMITTALS OPTS DESCRIPTION REV iv1&ls cONEAUGnDN 0 OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL IS PROHIBITED. FEB VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS_ 7700 QUATTRO CHANHASSEN, MN 55317 SHEETTITLE GENERAL NOTES SHEET NUMBER S-3 67.0' qo_ 67 Y — V 44 MANUFACTURER POLE SPECIFICATIONS POLE SHAPE TYPE. 18 -SIDED POLYGON TAPER: 0.1592541N/FT SHAFT STEEL: ASTM A572 GRADE 65 BASE PLATE STEEL: M71-60(60 KSI) ANCHOR RODS: 21/4'0 #18J ASTM A615 GRADE 75 MANUFACTURER SHAFT SECTION DATA SHAFT SECTION SECTION LENGTH (FT) PLATE THICKNESS (IN) LAP SPLICE (IN) DIAMETER ACROSS FLATS (IN) @TOP @BOTTOM 1 22.46 0.1875 35.03125 15.330 19.065 2 47.46 0.25 18204 26.000 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES TOWER MODIFICATION SCHEDULE NO. TYPE OF MODIFICATION BTM. ELEV. TOP ELEV. SHEET 1 INSTALLATION OF NEW MONOPOLE EXTENSION. 67 Yt 87.04 S-5 TO S-6 2 INSTALLATION OF NEW SAFETY CLIMB. TUF-TUG P/N TTCSCS. 11.0'± 86.6'± - • CONTRACTOR SHALL VERIFY ALL APPURTENANCE CONDITIONS AND DIMENSIONS IN RELATIONSHIP TO TH IS MODIFICATIONAPPURTENANCESMAY NEED TO BE TEMPORARILY REMOVED OR MOVED DURING THE INSTALLATION OF THIS MODIFICATION. CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES TO THE EOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH THE WORK. • ALL MODIFICATIONS TO BE INSTALLED CONTINUOUSLY THROUGH EXISTING EQUIPMENT. ALL EXISTING EQUIPMENT NOT TO BE DAMAGED OR TAKEN OFF AIR DURING INSTALLATION. • SEE STRUCTURAL ANALYSIS REPORT FOR EXISTING ANTENNA LOADING. • SHIMS FOR MONOPOLE REINFORCEMENT MEMBERS SHALL BE REQUIRED WHERE GAPS BETWEEN THE POLE SHAFT AND REINFORCING MEMBER EXIST AT FASTENER LOCATIONS. FOR INTERMEDIATE CONNECTIONS, THE MINIMUM SHIM LENGTH AND WIDTH SHALL BE THE WIDTH OF THE REINFORCING MEMBER. FOR TERMINATION CONNECTIONS, A CONTINUOUS SHIM PLATE (PREFERRED) OR EQUIVALENT INDIVIDUAL SHIM PLATES, MATCHING THE WIDTH OF THE REINFORCING MEMBER MAY BE USED. SHIM THICKNESS SHALL BE NO LESS THAN 1/16'. STACKING OF SHIMS IS PERMITTED. FINGER SHIMS AND HORSESHOE SHIMS ARE PERMITTED. STACKED SHIMS SHALL BE NO GREATER THAN 1/4" WITHOUT EOR APPROVAL. • FOR PLATES STARTING AT 6", THE BOTTOM OF THE FLAT PLATE SHALL BEGIN AT 6't 1". FOR SINGLE PLATES OR MULTIPLE PLATES SPLICED TOGETHER, THE BOTTOM OF THE FLAT PLATE RUN SHALL BEGIN AT THE PROPOSED ELEVATION ±3". FOR MULTIPLE PLATES SPLICED TOGETHER, THE TOP OF THE FLAT PLATE IS TO BE PLACED SUCH THAT THERE IS NO MORE THAN 3" DIFFERENCE BETWEEN THE ACTUAL OVERALL LENGTH OF THE SPAN AND THE PROPOSED OVERALL LENGTH OF THE SPAN, FROM THE BOTTOM OF THE BOTTOM PLATE TO THE TOP OF THE TOP PLATE. • PRIOR TO FABRICATION AND INSTALLATION, CONTRACTOR SHALL FIELD VERIFY ALL LENGTHS AND QUANTITIES GIVEN. LENGTH AND QUANTITIES PROVIDED ARE FOR QUOTING PURPOSES ONLY, AND SHALL NOT BE USED FOR FABRICATION. (INSTALLED) 55 FT LEVEL (PROPOSED) (2)1-1/2" TO 80 FT LEVEL report Was pi supervision € Professional $Me of Minn Print Nems:. Signature:,,. Date PREPHRFD BY G ■ VEI-00=0 ENRINEERING INNOVATION PREPARED FOR. CROWN CASTLE kftowm that this pian, specfficetbry or xwed by rale or under ray direct that I am a duty UDerlsed In@er under the leers OF the Q. Dennis D. Abel /4 uowm# 41120 12/15/16 DENNIS D. ABEL, PE MINNESOTA LIC. N0. 41120 DRAWN BY: WJD CHECKED BY KLS ENG APPV'D: DDA SUBMITTALS DATE DESGRIFOON RFV 12111118 CONSTRUCTION a OR GAUSINGTO BE REPRODUCED THE WHOLE ORANY PART OF THESE DRAWINGS WITHOUTTHE PERMISSION O FOH VELOCITEL IS PROHIBITED. FDF VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME: BEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS'. 7700 QUATTRO CHANHASSEN, MN 55317 SHEET TITLE MODIFICATION SCHEDULE 8 pf p BASE LEVEL LAYOUT TOWER ELEVATION SCALE: NTS BASE LEVEL LAYOUT SCALE: NTS SHEET NUMBER S-4 PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. C.L. PORTHOLE ELEV: 82'-11 1/2"± NEW STEP BOLT. SEE THIS SHEET FOR DETAILS. (TYP ) _ C.L. PORTHOLE jh ELEV: 72'-11 1/27± (12) NEW 1 1/8"0 FLANGE BOLTS WITH NUTS & LOCK WASHERS ON A 1'-7"0 B.C. BTM. OFSIGN y ELEV `EXISTING MONOPOLE PIPE EXTENSION INSTALLATION ELEVATION VIEW ELEVATION S-5 SCALE:NTS PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. NEW STEP BOLT. SEE SCHEDULE FOR DETAILS. (TVP.) PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. FP -1 NEW FLANGE PLATE. SEE SHEET S-6 FOR DETAILS. 4 SS SLP -1 NEW SAFETY LINE PLATE. SEE MATERIAL SCHEDULE ON SHEET S-6 FOR DETAILS. STEP BOLT INSTALLATION SECTION VIEW z SECTION S-5 SCALE:NTS (12) NEW 1 1/8"0 FLANGE BOLTS WITH NUTS & LOCK WASHERS ON A 1'-7"0 B.C. NEW STEP BOLT. SEE SCHEDULE FOR DETAILS. (TYP.) PIPE EXTENSION LAYOUT SECTION VIEW s SECTION S-5 SCALE:NTS PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. (2) NEW 5/8"0 HEX NUTS NEW 5/8"0 x T' STEP BOLT SBB-1 NEW STEP BOLT BRACKET. SEE SHEET SE FOR DETAILS. STEP BOLT INSTALLATION PLAN VIEW a DETAIL S-5 SCALE: NTS PIPE EXTENSION MATERIAL SCHEDULE (3) NEW 1 1/8"0 FLANGE BOLTS QUANTITY WITH NUTS & LOCK WASHERS PE -1 ON A V-70 B.C. \a B.5 TOP OF EXTENSION _ ELEV: B]'-0"± 1 15 SLP -1 7SHEET - 17-7 -' NEW SAFETY LINE PLATE. 5 \ SEE MATERIAL SCHEDULE ON S-6 FOR DETAILS. PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. C.L. PORTHOLE ELEV: 82'-11 1/2"± NEW STEP BOLT. SEE THIS SHEET FOR DETAILS. (TYP ) _ C.L. PORTHOLE jh ELEV: 72'-11 1/27± (12) NEW 1 1/8"0 FLANGE BOLTS WITH NUTS & LOCK WASHERS ON A 1'-7"0 B.C. BTM. OFSIGN y ELEV `EXISTING MONOPOLE PIPE EXTENSION INSTALLATION ELEVATION VIEW ELEVATION S-5 SCALE:NTS PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. NEW STEP BOLT. SEE SCHEDULE FOR DETAILS. (TVP.) PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. FP -1 NEW FLANGE PLATE. SEE SHEET S-6 FOR DETAILS. 4 SS SLP -1 NEW SAFETY LINE PLATE. SEE MATERIAL SCHEDULE ON SHEET S-6 FOR DETAILS. STEP BOLT INSTALLATION SECTION VIEW z SECTION S-5 SCALE:NTS (12) NEW 1 1/8"0 FLANGE BOLTS WITH NUTS & LOCK WASHERS ON A 1'-7"0 B.C. NEW STEP BOLT. SEE SCHEDULE FOR DETAILS. (TYP.) PIPE EXTENSION LAYOUT SECTION VIEW s SECTION S-5 SCALE:NTS PE -1 NEW PIPE EXTENSION. SEE SHEET S-6 FOR DETAILS. (2) NEW 5/8"0 HEX NUTS NEW 5/8"0 x T' STEP BOLT SBB-1 NEW STEP BOLT BRACKET. SEE SHEET SE FOR DETAILS. STEP BOLT INSTALLATION PLAN VIEW a DETAIL S-5 SCALE: NTS PIPE EXTENSION MATERIAL SCHEDULE PART # QUANTITY DESCRIPTION PE -1 1 PIPE EXTENSION - 15 1 118"0 A325N FLANGE BOLT WI NUT & LOCK WASHERS - 18 5/8"0 x 7" STEP BOLT - 36 518"0 HEX NUT TUE-TUSCSG 1 SAFETY CLIMB SYSTEM • CONTRACTOR TO REPLACE SAFETY CLIMB CABLE. ONE CONTINUOUS CABLE IS REQUIRED FROM TOP OF EXTENSION TO BASE OF TOWER. SEE MATERIAL SCHEDULE FOR DETAILS. • INSTALL EXTENSION WITH STEP PEGS IN LINE WITH EXISTING STEP PEGS. • CONTRACTOR TO REMOVE AND REPLACE EXISTING LIGHTNING ROD. REPLACEMENT LIGHTNING ROD TO BE PLACED AT TOP OF EXTENSION. • CONTRACTOR TO PERFORM SITE VISIT PRIOR TO ORDERING MATERIALS TO VERIFY ANY INSTALLATION INTERFERENCES. PE -1 NEW PIPE EXTENSION. SEE S-6 FOR DETAILS. SLP -1 NEW SAFETY LINE PLATE. SEE MATERIAL SCHEDULE ON SHEET S-6 FOR DETAILS. D, p Z W �N W� 01 O j CLL Om DRILLED p0 HOLE - w (TYP.) USE MIN. EDGE DISTANCE OF 1.5 TIMES HOLE DIA. (TVP.) SAFETY LINE PLATE DRILL DETAIL ELEVATION VIEW s DETAIL S-5 SCALE:NTS por sio pt ss upa+vislorl "4lkFrl professional State of Min Nnt Name: Signature: Date—L6--1 PREPARED BY'. VELOCFFEL ENGINKERINIS.I� ON VEL— PREPARED FOR'. CROWN CASTLE that thls plan, specftoron, w wed by me w under my direr! that I w a duty Ucensed gineer urMer the [Im of the D1s Dennis eI IG Lo m# 41120 12/15/16 DENNIS D. ABEL, PE MINNESOTA LIC. NO. 41120 DRAWN BY. WAD CHECKED BY: KLS ENG APPVD', DDA SUBMITTALS DESCRIPTION REV 12I1L16 CONSTRBCTION 0 nDATE PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FOR VELOCITEL IS PROHIBITED. PON VELOCITEL PROJECT NUMBER 16PXJY2400 SITE NAME'. BEDDOR ENTERPRISES SITE NUMBER. 878498 SITEADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 SHEET TITLE PIPE EXTENSION INSTALLATION DETAILS I SHEET NUMBER S-5 7" _I_ 1,-3.. i 5116 PH -1 NEW PORTHOLE W/ KELLUM HOOKS. SEE THIS SHEET FOR DETAILS. (TVP.) (TYR)/ 5I- 7/16 i% '17 1/2" 1--1'-10 1/2" —{ �--- 1'-10 1/2' T 71/2" �-- P. CH END) P-1 120° (TYP.) NEW SAI SEE SCHEDULE ON SHEET S-5 FOR DETAILS. PIPE EXTENSION INSTALLATION SECTION VIEW SECTION 5-6 SCALE:NTS — 20'-0" 7 SPACES 2'-6" = 17'. SBB-1 (TVP.) 7 SPACES @ 2'-6"= 17'E" PH -1 NEW SABRE PORTHOLE. SEE MATERIAL LIST. (2) NEW SABRE KELLUM HOOKS PER PORTHOLE. (INCLUDED IN PORTHOLE P/N C30-138-101) PIPE EXTENSION SIDE VIEW PE -t DETAIL S-6 SCALE:NTS PE -1 NEW PIPE EXTENSION 1' (TYP.) PORTHOLE INSTALLATION LAYOUT SECTION VIEW i DETAIL S-6 SCALE:NTS (TVP.) 3/16 I — — u PH -1 (TYR) � 1 S-6 ��— p_3. 8" a OII O O\ A�Q\ T12)13116"0 HOLES ON A 1'-7'0 B.C. FLANGE PLATE PLAN VIEW FP -t DETAIL 5-6 SCALE:NTS 1/4" MATERIAL LIST (PE -1) PART # QTY. DESCRIPTION P-1 1 P14x0.375(14W O.D.)x 19' -9 -LONG FP -1 2 FLANGE PLATE CP -1 1 CAP PLATE SBB-1 18 STEP BOLT BRACKET SLP -1 1 SAFETY LINE PLATE( PL 124'x9") PH -1 6 PORTHOLE - SABRE PIN C30-138-101 CP -1 1 CONTRACTOR TO FIELD VERIFY LOCATION OF PROPOSED EXTENSION PRIOR TO MATERIAL ORDERS AND FABRICATION. 2. ALL DIMENSIONS ARE PRELIMINARY UNTIL FIELD VERIFIED BY CONTRACTOR. ANY CHANGES MUST BE APPROVED BY ENGINEER OF RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. 120° (TVP ) 1/4' THICK J PLATE "0 HOLES ON 1'-7 ON A 1' 7"0 B.C. CAP PLATE PLAN VIEW CP -1 DETAIL S-6 SCALE:NTS � VEL.00ffEL ENRINEERINONOVATION CROWN CASTLE tAF 3iFi%u �')' — report vas p4 a mead by ms or under my direct KLS supermsm a I i that I am a duty licensed DDA Prolessional guises under the lams of ft Siete of Min Print Name: Den is el DATE Signature: REV fLtSlte Date r t ' Ltcenw # 41120 2/15/16 DENN150. ABEL. PE 11/16"0 HOLE FOR 114"THK. STEP BOLT PLATE STEP BOLT BRACKET FRONT & TOP VIEW (sBB-t DETAIL S-6 SCALE:NTS DRAWN BY Win CHECKED BY. KLS ENG APPVD: DDA SUBMITTALS DATE DESCRIPTION REV fLtSlte CONSTRUCTION 0 THE INFORMATION DOCUMENTS IS PROPRIETARY OR CAUSING TO PART OF THESE FDH CONTAINED IN THIS SET BY NATURE REPRODUCTION BE REPRODUCED THE WHCLE DRAWINGS WITHOUT THE PERMISSION VELOCITEL IS PROMMITEO. OF OR ANY OF FDH VELOCITEL PROJECT NUMBER'. 16PXJY2400 SITE NAME: ElEDDOR ENTERPRISES SITE NUMBER: 878498 SITE ADDRESS: 7700 QUATTRO CHANHASSEN, MN 55317 SHEETTM-E PIPE EXTENSION INSTALLATION DETAILS II SHEET NUMBER S-6 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on January 4, 2018, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of hearing to consider an amendment to the Conditional Use Permit to expand a communication tower on property located at 7700 Quattro Drive and zoned Industrial Office Park District (IOP). Applicant: Crown Castle Services Owner: Marilyn Beddor. to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this "- day of Iv 2018. ary Public Ta-aer— Kim 1. Meuwissen, Deputy erk JENNIFER ANN POTTER Notary Publio-Minnesota 7a MY C.,,,em Exp -jan 91, 2020 O7 c d m IMc 'w N � = E <? O sU a c m A Z 0 (A L C @ L U O) C 0 2 O) O C.;; d E = E �? O aV CL c C C m @ IL Z N t C @ L U ra m -0 U N 'O m r T N .N w " m c N N w L N U) O N_ rL.. L m m > Y @ 0 c M (NO O.E.� g' o$ E m O J O m O L U OJ .N.' 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