The URL can be used to link to this page

CAS-19_AMERICAN TOWER CORPORATION CUP AMENDMENT (90-3) (2)Document No. OFFICE OF THE COUNTYRECORDER A 515383 CARVER COUNTY, MINNESOTA Fee $46 00 Receipt# Certified Recorded on 2/22/2010 at 01:15 ❑ AM IlRlll�lm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #90-3 PLANNING CASE #09-19 1. Permit. Subject to the terns and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated conditional use permit for the following use which replaces Conditional Use Permit 90-3: A Conditional Use Permit for a 115 -foot tall, telecommunication tower 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Outlot B, Stone Creek First Addition. 3. Conditions. The permit is issued to American Tower Company and Merle and Jane Volk subject to the following conditions: a. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas of the Chanhassen City Code. b. A building permit is required for equipment pad and LP gas storage tank pad. c. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. d. The plans must be signed by appropriate design professionals. 1 SCANNED e. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. 4. Severability. In the event any provision of this permit shall be held invalid, illegal, or unenforceable by any court or competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 5. Notices. All notices, certificates and other communications hereunder shall be sufficiently given and shall be deemed given when mailed by certified mail, returned receipt requested, postage prepaid, with property address as indicated below. The City and the Association, by written notice given by one to the other, may designate any address or addresses, to be sent when required as contemplated by this permit. Unless otherwise provided by the respective parties, all notices, certificates, and communications to each of them shall be addressed as follows: To the City: City of Chanhassen Attn: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 To the Applicant: American Tower Attn: Doug Ruwe 21307 Rio Oro Drive Cornelius, NC 28031 To the Owner: Merle and Jane Volk 16925 County Road 40 Carver, MN 55315 6. Reimbursement of Costs. The Applicant shall reimburse the City for all costs, including reasonable engineering, legal, planning and administrative expenses incurred by the City in connection with all matters relating to the administration and enforcement of the within permit and the performance thereby by the applicant. Such reimbursement shall be made within fourteen (14) days of the date of mailing of the City's notice of costs as provided in Section 5 above. This reimbursement obligation of the applicant under this section shall be a continuing obligation throughout the term of this permit. 7. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. The City may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 8. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 9. Assignable. This conditional use permit is issued for the particular use and is not personal. The City shall be notified in writing at the address provided in section 5 above of any changes in the leasehold interest or ownership of the underlying property at least thirty (30) days prior to such change. 10. Criminal Penalty. Violation of the terns of this conditional use permit is a criminal misdemeanor. Dated: December 14, 2009 CITY OF CHANHASSEN BY: mak- Tom Furlong, Mayor (SEAL) Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this I fhday of bec---m fe 200 9, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBIIC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 e YIM T. MEUWISSEN S fi r; NOlef`i �'11bIIC VeMsIJ nta 3S020,0 �% My commission Exp R CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Il rIT3 Application of American Tower and Merle and Jane Volk for an amendment to the existing Conditional Use Permit 90-3 to permit the installation of additional antennas and equipment at and upon an existing telecommunication tower. On December 1, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of American Tower and Merle and Jane Volk for an amendment to a conditional use permit to permit a telecommunication tower for the property located at 2290 Lyman Boulevard. The Planning Commission conducted a public hearing on the proposed conditional use was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Agricultural Estate District, A-2. 2. The property is guided by the Land Use Plan for Residential — Low Density. 3. The legal description of the property is: Outlot B, Stone Creek First Addition. 4. Conditional Use Permits a. The proposed use will not be detrimental to, but may enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed tower will provide a basic utility to the area. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed use 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. The proposed tower complies with city ordinance requirements. The lower portion of the tower including the equipment will be screened by vegetation and a berm. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. SCANNED e. The proposed use 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. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. It will provide a necessary utility. g. The proposed use 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. The tower should not create conditions that are detrimental to person's property or the general welfare of the community. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for communication towers as provided in zoning ordinance. 5. The Planning Report #09-19 dated December 1, 2009, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the amendment to the conditional use permit for a telecommunication tower. ADOPTED by the Chanhassen Planning Commission this I' day of December, 2009. CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 LETTER OF TRANSMITTAL DATE JOB NO. 12/17/09 09-19 ATTENTION Sue Nelson RE: Document Recording WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/14/09 09-19 Amended and Restated Conditional Use Permit 490-3 for 115 -foot telecommunication tower - Outlot B, Stone Creek First Addition ❑ FOR BIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Mr. Doug Ruwe, American Tower Corporation Merle and Jane Volk copies for approval copies for distribution corrected prints SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #90-3 PLANNING CASE #09-19 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated conditional use permit for the following use which replaces Conditional Use Permit 90-3: A Conditional Use Permit for a 115 -foot tall, telecommunication tower 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Outlot B, Stone Creek First Addition. 3. Conditions. The permit is issued to American Tower Company and Merle and Jane Volk subject to the following conditions: a. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas of the Chanhassen City Code. b. A building permit is required for equipment pad and LP gas storage tank pad. c. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. d. The plans must be signed by appropriate design professionals. e. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. 4. Severability. In the event any provision of this permit shall be held invalid, illegal, or unenforceable by any court or competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 5. Notices. All notices, certificates and other communications hereunder shall be sufficiently given and shall be deemed given when mailed by certified mail, returned receipt requested, postage prepaid, with property address as indicated below. The City and the Association, by written notice given by one to the other, may designate any address or addresses, to be sent when required as contemplated by this permit. Unless otherwise provided by the respective parties, all notices, certificates, and communications to each of them shall be addressed as follows: To the City: City of Chanhassen Attn: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 To the Applicant: American Tower Attn: Doug Ruwe 21307 Rio Oro Drive Cornelius, NC 28031 To the Owner: Merle and Jane Volk 16925 County Road 40 Carver, MN 55315 6. Reimbursement of Costs. The Applicant shall reimburse the City for all costs, including reasonable engineering, legal, planning and administrative expenses incurred by the City in connection with all matters relating to the administration and enforcement of the within permit and the performance thereby by the applicant. Such reimbursement shall be made within fourteen (14) days of the date of mailing of the City's notice of costs as provided in Section 5 above. This reimbursement obligation of the applicant under this section shall be a continuing obligation throughout the term of this permit. 7. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. The City may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 2 8. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 9. Assignable. This conditional use permit is issued for the particular use and is not personal. The City shall be notified in writing at the address provided in section 5 above of any changes in the leasehold interest or ownership of the underlying property at least thirty (30) days prior to such change. 10. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 14, 2009 CITY OF CHANHASSEN BY: L4L� Tom Furlong, Mayor (SEAL) Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisl l day of be-cem6te 20Q-9, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. , DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 ' NOTARY PUBLIC 7KiM 7. MEUWISSEN VJ-Notary Fublic-nesotaJen32010, cgnmission Expi oct-i°� Chanhassen City Council — December 14, 2009 e. Resolution #2009- 89: 2010 Street Improvement Project 10-01: Accept Feasibility Report; Call Public Hearings for Red Cedar Point and Erie Avenue Areas. f. Resolution #2009-90: Well No. 14, Project 10-03: Approve Plans and Specifications; Authorize Advertising for Bids. g. Resolution #2009-91: Approval of Vehicle Purchases Consistent with the Capital Improvement Project. h. Resolution #2009-92: Chanhassen Public Works Facility, Project 08-03: Approve Change Order #3. i. American Tower Corporation: Approve Amendment to Conditional Use Permit 09-3 to Allow Co-Location/Addition of ITT/FAA Antennas and Radio Equipment at an Existing Telecommunications Tower, 2290 Lyman Boulevard. j. Resolution #2009-93: Approve Resolution Amending the 2009 Budget. k. Resolution #2009-94: Extend Authorization for Mayor, City Manager and Finance Director to Execute Refunding Bonds Without Prior Council Approval. 1. Resolution #2009-95: Approve Resolution Establishing Procedures Relating to Compliance with Reimbursement Bond Regulations under the Internal Revenue Code. in. Resolution #2009-%: Resolution Approving a Land Use Plan Amendment, Re -Guiding Lot 1, Block 1, West One Addition from Commercial to Office Industrial (7900 Kerber Boulevard). n. Approval of Temporary On -Sale Intoxicating Liquor License, February Festival, February 6, Chanhassen Rotary Club. o. Approve Tower Lease Agreement with Clear Wireless, LLC for Murray Hill Water Tower and Lake Lucy Water Tank. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. PUBLIC HEARING ON FIVE YEAR STREET RECONSTRUCTION PLAN. Paul Oehme: Good evening Mayor, City Council members. Mayor Furlong: Good evening. Paul Oehme: Tonight staff would like to review the 5 year street improvement plan with council and hold a public hearing and we are requesting that council provide preliminary approval for the SCANNED Chanhassen City Council — December 14, 2009 pleasing, improve property values and provide good stewardship so Greg and Colleen, congratulations and thank you. Greg Fletcher: Thank you very much. Mayor Furlong: We have a Certificate of Recognition as well so thank you very much. At this time I'd like to invite members of the St. Hubert's Church and School. I think we have one of the teachers, Layne Bensiek here and some students as well. Project Reduce, Reuse and Recycle programs in the church and school was the winner of this year's award. This year St. Hubert's Church and School decided to do things a little bit differently. Instead of going with the status quo they made some environmental changes throughout their building. Some of the changes were small but some big but they all added up to a significant difference in the church and the school's environmental impact. They discontinued using styrofoam cups and now use donated coffee mugs. In the classrooms paper towels are no longer used but instead rags and natural cleaners are used instead. In hallways and other rooms there's a greater quantity of recycling bins to ensure access for everyone. They switched from, all from lighting to environmentally friendly products and use only green cleaning solutions in their buildings. With the success and accomplishments this year the school plans on forming a student green team, which I think we're seeing the initial membership right here. Excellent. This year and into next year as well as looking at other options such as composting organic waste in their cafeteria. So to the St. Hubert's Church and School and the green team, thank you and congratulations. Move on now to the next items on our agenda. CONSENT AGENDA: Councilwoman Ernst moved, Councilwoman Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated November 23, 2009 -City Council Verbatim and Summary Minutes dated November 23, 2009 -City Council Verbatim and Summary Minutes dated December 7, 2009 Receive Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated December 1, 2009 -Park and Recreation Commission Verbatim and Summary Minutes dated November 24, 2009 b. Park and Recreation Volunteer Service Awards: Approve List of Winners. C. Resolution #2009-87: Resolution Accepting Donations to Chanhassen Senior Center from Community Bank. d. Resolution #2009-88: Approve Resolution for Withdrawal and Termination from the Joint and Cooperative Agreement with the Regional Mutual Aid Association for the Use of Personnel and Equipment during Emergencies. CITY of CHANHASSEII 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park 8 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone 952.227.1300 Fax:952.227.1310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us C)9 - 1 9 December 15, 2009 Mr. Doug Ruwe Project Manager — Site Development Services American Tower Corporation 21307 Rio Oro Drive Cornelius, NC 28031 Re: Conditional Use Permit Amendment — 2290 Lyman Boulevard . Planning Case #09-19 Dear Mr. Ruwe: This letter is to confirm that on December 14, 2009, the Chanhassen City Council approved the amendment to Conditional Use Permit 90-3 to allow co- location/addition of antennas and radio equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering and Science dated 10/23/09, subject to following conditions 1. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas, of the Chanhassen City Code. 2. A building permit is required for equipment pad and LP gas storage tank pad. 3. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator_ 4. The plans must be signed by appropriate design professionals. 5. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. Chanhassen is a Community for Life. Providing for Today and Planning for Tomorrow SCANNED Mr. Doug Ruwe December 15, 2009 Page 2 The City will record the amended and restated Conditional Use Permit for the property. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner RG:ktm ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Jerry Mohn, Building Official cc: Merle and Jane Volk gAplant2009 planning casesN09-19 arnerican tower cup 90.3 am dtnenttapproval letter.doc U .......,Id CITIIOF C9AN9ASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.11 BO Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natrmal Resources Phone: 952.227.1130 Fax: 952.227.1110 PubBc Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci,chanhassen. mn.us off- a 9 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: December 14, 2009 61i,,./A SUBJ: CUP Amendment — American Tower Company Planning Case #09-19 PROPOSED MOTION "The Chanhassen City Council approves the amendment to Conditional Use Permit 90-3 to allow co-location/addition of antennas and radio equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering and Science dated 10/23/09, subject to conditions I - 5 and adoption of the Planning Commission's findings of fact." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The applicant is requesting an amendment to Conditional Use Permit 90-3 to allow co-location/addition of 1TT/FAA antennas and radio equipment at an existing telecommunication tower. One of the conditions of the original approval was that "no other radio uses shall be approved without an addendum to the conditional use permit #90-3 which will come in before the Planning Commission and City Council". PLANNING COMMISSION SUMMARY The Planning Commission held a public hear on December 1, 2009 to review the request. The Planning Commission voted six for and none against a motion recommending approval of the amendment to the CUP. There were no issues or objections to the request. The only question was whether there was a limit on the number of antennas that may be attached to the structure. The applicant advised that there is a limit based on an engineer's review of the tower and antennas since there is a finite carrying capacity for the tower based on its design and construction. The Planning Commission minutes for December 1, 2009 are item la of the December 14, 2009 City Council packet. pBNNV3= Chanhassen is a Community for life - Providing for Today and Planning for Tomorrow Todd Gerhardt CUP Amendment — American Tower Company December 14, 2009 Page 2 RECOMMENDATION Staff and the Planning Commission recommend adoption of the motion as specified on page 5 in the staff report dated December 1, 2009 approving the amendment to CUP #90-3. ATTACHMENT Planning Commission Staff Report Dated December 1, 2009. gAplant2009 planning cases\09-19 american tower cup 90-3 amendment\czecutive summary.doc CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: December 1, 2009 ❑ CC DATE: December 14, 2009 REVIEW DEADLINE: December 29, 2009 CASE #: 09-19 BY: AF, RG, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the amendment to Conditional Use Permit 90-3 to allow co-location/addition of antennas and radio equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering and Science dated 10/23/09, subject to conditions 1 - 5 and adoption of the attached findings of fact and recommendations." SUMMARY OF REQUEST: The developer is requesting an amendment to Conditional Use Permit 90-3 to allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. LOCATION: 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) APPLICANT: American Tower Company OWNER: Merle and Jane Volk PRESENT ZONING: Agricultural Estate District, A-2 2020 LAND USE PLAN: Residential — Low Density ACREAGE: DENSITY: Not applicable 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. PROPOSAL/SUMMARY The applicant is requesting an amendment to Conditional Use Permit 90-3 to allow co- location/addition of antennas and equipment upon and at an existing telecommunication tower. To the north of the site are single -fancily homes on property zoned RSF located within the Planning Commission American Tower Corporation CUP December 1, 2009 Page 2 of 5 Stone Creek subdivision. To the east are the Twin Cities & Western Railroad and the athletic fields for Chanhassen High School. To the south across Lyman Boulevard is industrial development in the City of Chaska. To the west are farm fields associated with Holasek Nursery. When the communication tower was originally approved, cellular communication was a fairly new technology. Additionally, the only standards the City had at the time was that the use was a conditional use in the Agricultural Estate District, the general CUP issuance standards and the requirement that towers be setback from the property line a minimum of the height of the tower or the tower must be self -collapsing. Since the original CUP approval, the City has adopted an entire section of the Code that addresses Towers and Antennas, Chapter 20, Article XXX. These standards permit a reasonable and equitable opportunity for the establishment of telecommunication services, ensure that towers and antennas are designed and constructed in a manner that does not adversely impact public safety (height, setback and construction standards), maximize the use of existing and approved towers and buildings for antennas in order to reduce the number of towers required (co -location) and minimize adverse visual effects of towers through careful design and siting standards. and proposed use of the site for telecommunication purposes complies with these requirements. The existing Staff is recommending approval of the amendment to the CUP to permit the co -location of antennas and equipment at the existing tower site. APPLICABLE REGUATIONS Chapter 20, Article IV, Conditional Uses Section 20-572 (2), Permitted Uses in the "A-2" Agricultural Estate District — Antennas 20-574 (15), Conditional Uses in the "A-2" Agricultural Estate District—Towers Chapter 20, Article XXX, Towers and Antennas BACKGROUND Conditional Use Permit #90-3 On September 10, 1990, the Chanhassen City Council approved a conditional use permit for a commercial communication transmission tower to support cellular telephone service. The conditions of approval were as follows: 1. Staff will approve the aesthetic design of the tower and building and the building should be consistent with other recently constructed telephone and public utility buildings in the area. Planning Commission American Tower Corporation CUP December 1, 2009 Page 3 of 5 2. Staff will approve and document the tower shape and structure and that it's construction will follow that approval. 3. No other radio uses shall be approved without an addendum to the conditional use permit #90-3 which will come in before the Planning Commission and City Council. 4. Landscaping shall be installed as part of the approved landscaping plan. A letter of credit guaranteeing improvements will be required before building permits are issued. 5. No lights or signage be placed on the tower or elsewhere on the site. 6. The tower shall be painted a flat color so that it blends in with the background. Recorded on October 5, 1990 as document number 118396. Subdivision #92-1 On February 22, 1993, the Chanhassen City Council approved the final plat for Stone Creek First Addition, creating Outlot B. The tower was already located on the parcel at the time of platting. ANALYSIS A building permit is required for equipment pad and LP gas storage tank pad. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. The plans must be signed by appropriate design professionals. The plans submitted show proposed improvements within the existing pad located north of Lyman Boulevard between Galpin Boulevard and the railroad tracks. The applicant does not propose to expand the existing impervious surface. There is no grading proposed. Since the tower already exists, the City would normally review the proposed additional equipment and tower through the building permit process. However, due to condition 3 of CUP #90-3, the equipment and antenna must be approved through the public hearing process. Staff is proposing that the conditions of approval be amended to require compliance with the City Code standards for towers and antennas which would encourage and permit the co -location of antennas and equipment at and upon the existing tower. Planning Commission American Tower Corporation CUP December 1, 2009 Page 4 of 5 GENERAL CONDITIONAL USE PERMIT The applicant is requesting an amendment to the Conditional Use Permit to permit the co - location of antennas and equipment on the existing tower. The City's Zoning Ordinance allows telecommunication towers and antennas in Agricultural Estate Districts subject to the approval of a conditional use permit by the City Council. In reviewing conditional use permit requests, the Planning Commission must consider possible adverse affects of the use. The City of Chanhassen finds it necessary for the promotion and preservation of the public health, safety, welfare, and aesthetics of the community that the construction, location, size, and maintenance of wireless telecommunication facilities be controlled. Further, the City finds: Towers and antennas have a direct impact on, and a relationship to, the image of the community; 2. The manner of installation, location, and maintenance of towers and antennas affects the public health, safety, welfare, and aesthetics of the community; 3. A reasonable opportunity for the establishment of wireless telecommunication must be provided to serve residential and business needs, and; 4. Uncontrolled and unlimited towers and antennas adversely impact the image and aesthetics of the community and, thereby, undermine economic value and growth. Given that it is the City's goal is to minimize towers, the amendment of the CUP to permit co -location of antennas and equipment is appropriate. COMPLIANCE Height Setback Code 1 150* Structure height American Tower 1 115 175 feet *May be increased 25 feet for multi -antenna towers. RECOMMENDATION Staff and the Planning Commission recommends that City Council adopt the following motion and adoption of the attached findings of fact and FeeemEnendation: Planning Commission American Tower Corporation CUP December 1, 2009 Page 5 of 5 "The Planning CeRwpAssien Feeonmmnds appmval e City Council approves Conditional Use Permit #09-19, amending Conditional Use Permit 90-03, to permit co-location/addition of antennas and equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering & Sciences, dated 10/23/09, subject to the following conditions: 1. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas, of the Chanhassen City Code. 2. A building permit is required for equipment pad and LP gas storage tank pad. 3. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. 4. The plans must be signed by appropriate design professionals. 5. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities" ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced copy of Compound Plan Sheet 3 of 18. 4. Reduced Copy Tower Profile Sheet 4 of 18. 5. Letter from Doug Ruwe to City of Chanhassen Dated October 29, 2009. 6. Permit Authorization by ITT Corporation. 7. Letter from Richard L. Day to Greg Hughes dated January 2, 2008. 8. Email Correspondence between Tim Jeske, Bob Generous and Doug Ruwe between November 16 and November 18, 2009. 9. Amended and Restated Conditional Use Permit. 10. Reduced Copy Site Plan Dated 7-16-90. 11. Conditional Use Permit 90-3 dated September 10, 1990. glplan\2009 punning cases\09-19 anterit= tower cup 90-3 amendmenAstaB report atuerican tower.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of American Tower and Merle and Jane Volk for an amendment to the existing Conditional Use Permit 90-3 to permit the installation of additional antennas and equipment at and upon an existing telecommunication tower. On December 1, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of American Tower and Merle and Jane Volk for an amendment to a conditional use permit to permit a telecommunication tower for the property located at 2290 Lyman Boulevard. The Planning Commission conducted a public hearing on the proposed conditional use was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Agricultural Estate District, A-2. 2. The property is guided by the Land Use Plan for Residential — Low Density. 3. The legal description of the property is: Outlot B, Stone Creek First Addition. 4. Conditional Use Permits a. The proposed use will not be detrimental to, but may enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed tower will provide a basic utility to the area. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed use 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. The proposed tower complies with city ordinance requirements. The lower portion of the tower including the equipment will be screened by vegetation and a berm. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use 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. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. It will provide a necessary utility. g. The proposed use 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. The tower should not create conditions that are detrimental to person's property or the general welfare of the community. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for communication towers as provided in zoning ordinance. 5. The Planning Report #09-19 dated December 1, 2009, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to the conditional use permit for a telecommunication tower. ADOPTED by the Chanhassen Planning Commission this J." day of December, 2009. CHANHASSEN PLANNING COMMISSION I= Its Chairman PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION icant Name and Address: g Ruwe - American Tower 21307 Rio Oro Dr Cnrnplinc NC 280-31 Contact: Phone: 704-975-6161 Fax: Email: Toug.ru—we@americantower.com Planning Case No. OSI I .a i'I O� UHANHASSEi`d RECEIVED OCT 3 0 2009 CHANHASSEN PLANNING DEPT Owner Name and Address: Merle & Jane Volk 16925 County RD 40 rarvpr, MN 55311, Contact: Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment X Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign$200 (City to install and re ove) X Escrow for Filing Fees/Attorney Cost** - $50 CUPYSPR/VACfVAR/WAP/Metes & Bounds -$4501�1inor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be Invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/:" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECTNAME: ITTSV173-21 Colocation v LOCATION: 2290 L _ I Chanhassen, NIld 55317 LEGAL DESCRIPTION AND PID: -94--3413J-12- as —$1 TOTAL ACREAGE: WETLANDS PRESENT: YES X NO PRESENTZONING: Commercial REQUESTED ZONING: Commercial - amend CUP 90-3 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: To allow the colocation/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: 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, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Date Signature of Fee Owner Date G. \p1an\fortns0evelopment Review Application. DOC Rev. 1108 .. COMPOUND NOTES HEIONi EMCLUDING ME LOWER, NO ENISTNC OR PROMISED STRUCTURE (INCLUDING EOUIPMENTI WILL UCEEO THE HOW THIS 15 REQUIRED, ONE ENInNG NOT PROPOSED EAGER, AS ROPOSED FACTUM WILL RESULT IN STORM WATER RUNKI Lltt CONTROL DIMCES ARE IF -WAY OR WILL RESULT COMPOUND VIEW 20' N 1W PAM ACCESS DANE (1) PMNIN4 SPACE EXISTING LES.EEE/I1P SXELRR PROPOSED" IV K 13' EQUIPMENT PM WITHIN I9' x LD' LEASE AREA ITT TO COMING CIwxUNN FENCE WM9F/]-ESTRAND BARBED PROPOSED IR POWER RIAMNO MVEL \\ SUFRCCI LAME TOMER N COMPOUND PLAN SHJ SCALE: I':5' (EASED ON 24%36 "D' PAPER SIZE TRUE NORTH SCALE: I'�10' (BASED ON IIK17 'B' PAPER SIR) I No SPARK Ly 'c o; mlJer m V R isw1:.'-. .. +dL11y Licen c u 1 \\ PROPOSED m 12D AN PROPANE LINN Si I ILTa: ✓ �' PRCPoAD Iii ]'-0' M ]'-0' cavunE PAD DI M 110 GALLON l0k)�� Liccnsey 445 X / PROPANE TANK ITT — PROPOSED m12975 PROPOSED WGrWgete DINe DAs UNE RGUIIHC Hemdom VA. 20170 Notice: �al�wva.N 2m AE HAZELTINEIITTSV173-21 xl 2290 LYMAN RD TIIJC LIN SS117 EO m NONA K 12' A e' e01 IT MAellen. PP 81388 UDE=D 9M715 DPPMXGNIIWER 811E PEV NOTE: SEE PROPOSED ICE BRIDGE, SHEET 9 4339611<3 ID 2 G'. — 3 v 18 MME 1. SEE DRAWING SHEET 3 FOR COMPOUND PLAN, 2. ALL THREADED STRUCTURAL FASTENERS TOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM M07 OR ASTM ASB. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SMALL CONFORM TO ASTM A325. FASTENERS SHALL BE S/B• MIN. DM. BALING TYPE CONNECTIONS WITH THR EXCLUDED FOR THE PLANE. ALL EXPOSED FASTENERS. NLRB. AND WASHERS SMALL BE G VANIZED UNLESS OTHERWISE NOTED, CONCRETE EXPANSION ANCHORS SMALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED, ALL ANCHORS INTO CONCRETE BR4L BE STAINLESS STEEL. 3. THE GENERAL CONTRACTOR/SUB CONTRACTOR SMALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SMALL BE STAINLESS STEEL 4. NORM ARROW SHOWN ON THE PLANS REFERS TO TRUE NORTH. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL VERIFY NORTH AND NOTIFY ITT CORPCW OF ANY DISCREPANCY BEFORE STARTING CONS MON. I. PRONDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUNDING CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. S. THOROUGHLY REMOVE ALL PLANT AND CLEAN ALL DIM FROM SURFACES REQUIRING GROUND CONNECTIONS, ]. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF B• RADIUS. B. FOR GROUNDING i0 BUILDING FRAME AND HATCH PLATE GROUND RAPS. USE A TWO -SOLI HOLE NEW DRILLED CONNECTOR SUCH AS A TWO 32007 OR AN APPROVED EQUAL PAM. B. FOR ALL EXTERNAL GROUND CONNECTIONS. CLAMPS AND CADWEWS. APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS -NO-OXIDE A• BY DFMBORN CHEMICAL COMPANY. 10. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMOWELDING MAIM COLD C V. PAINT, 11, SEAL ALL CONDUITS PENETRATIONS IMO STRUCTURES AND ALL CONDUIT OPENINGS WITH A SILICONE SEALANT. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING WEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SMALL B PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED GY MEM CORP MAOIO FREQUENCY THRU ENGINEER. MESE TESTS SMALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. 13. ME COAXIAL. ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING RT CORP. WITH TIME DOMAIN REFIECTOMETER TESTS TO VERIFY CARL LENGTH AND TO CHECK FOR WATER DAMAGE. 14. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 15, ALL JUMPERS TO THE ANTENNAS FROM A MAIN TRANSMISSION LINE WILL BE 1/2- DN AND SHALL NOT EXCEED W-0'. 18. ALL COAXIAL CABLE WILL BE GROUNDED PRIOR TO ENTERING THE EQUIPMENT SHELTER AND AS SPECIFIED IN THE ELECTRICAL DRAWINGS. 17. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPOMMG STRUCTURE AT DISTANCES NOT TO EXCEED 4'-0- WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS, IB, ANTENNA CABLE LENGTHS NAVE BEEN DETERMINED BASED ON THESE PUNS. CABLE LENGTHS U51ED ARE APPROXIMATED AND ARE NOT EEDS 0 N BE USED FOR FABRICATION WE TO FIELD CONDITIONS. THE CONTRACTOR MUST FlELD VERIFY ALL ANTENHM CABLE LENGTHS PRIOR TO ORDER. 19, ALL MAIN CABLES WALL BE COLOR CODED AT THREE LOCATIONS IAA MAIL B SHEET 4. A. AT ME ANTENNA PRIOR VO JUMPER 8. AT THE CABLE BRIDGE EWE AT BASE OF TOWER C. AT THE EQUIPMENT PRIOR TO JUMPER 20. RF CONNECTIONS SHALL BE TORQUED TO MNIUFICTURER'I RECOMMENDATIONS. LOOSE CONNECTIONS WILL BE THE COMRACTORS RESPONSIBILITY TO CORRECT. A CALIBRATED TORQUE WRENCH SMALL BE USED ON ALL RF CONNECTIONS FINAL ANTENNA L MOUNT ADASTMENTS SMALL BE COMPLETED USING A MODEL R SPMOS-NCX, INFORMATION CAN BE FOUND ON THE VEB AT VVV.SPAAMCCN/INDE%.PNP FINAL DATA SHALL BE INCLUDED IN THE CLOSE -CUT PACKAGE. NEW ITT CORP ANTENNAS MR. OF 5)—\ AND (1) VERTEX ANTENNA. ITT CORP PROJECT MANAGER TO PROVIDE ACTUAL ORIENTATION OF ANTENNA. ATC STRUCTURAL AND CENTER OF MOUNT - BS' -0 - PROPOSED ITT CORPORATION 99A-3' ANTENNA RAD CENTER 2. AOI_ PROPOSED RT CORPORATION �93'-6- ANTENNA M. O BOTTOM OF MOUNT LGL. ANTENNA 115'-G' TOP OF STEEL ITT ) RT CORPORATION HT. O 8070M OF B COAX LAYOUT DETAIL SHIT HOT TO SCALE IMAI1 IC54' N i i'i1•Y=��'. C :"LliiLoF PrP Z WfiAl +14snnnl '.-_ _. .,dl the has j F v XE EERIONI OCtf W VERBA 0"JO Mr -+-13r 1131 718 - MAY CABLES w-3' 1 o L L1CCIla[ N 4' W=: pnaM 1 Mr-1-1M HUMM, I T T BnjIMY6B% PROPOSED lii —' V OPER STRUCTURAL O) 1 5/8' AND 4/3396123 DATED �MMW COAX CABLES 06/03/09 INSTALL M'411wIai,�+44F,W 12975 W0TIOQ8b 0*8 WA PROPOSED COAX LINES TRUE NORTH M EMPTY TOWER LEG, HMMMIL VA. 20170 B COAX LAYOUT DETAIL SHIT HOT TO SCALE IMAI1 A®mCA,M r4rna4m1o111 Mr -+-13r lX/XX w-3' WA W=: pnaM 1 Mr-1-1M HUMM, .'-3' WA m^W -r WA FIeoTrtu WA YFMw , en -,-,v n/q wo• WA "A,M1SP • ]/r -,-1u RI/lel WA • UI 1 V.- WMA uo NW (1) ]M' mAx uK M, 4[ M M:N mw0wlXw. MF Ig011W .1. AMID M Irt. D ANTENNA SYSTEM MARKING AND LABELING BHI NOT TO I. gA TOWER PROFILE SHI NOT TO I.. WAA,,XY PP SMO- 81388 <ADLcme 9X715 MM 433961W_1K 13, R DO F. 4 a IS 1 NOME I.\ AMERICAN TOWER' co R O SAT I0N October 29, 2009 City of Chanhassen Community Development — Bob Generous 7700 Market Boulevard, PO Box 147 Chanhassen, MN 55317 RE: MSV173-07 ITT FAA Collocation American Tower Site Code: 305556 2922 Hibbard Rd Parcel Number 11-04-200-003 Dear Bob: CITY OF CHANHASSEN RECENED OCT 3 0 2009 CHANHASSEN PLANNING DEPT As we discussed, enclosed please find: City of Chanhassen Development Review Application to amend CUP90-3, (2) letter of authorization (ITT/FAA), copy a stamped construction drawings for ITTSV 173-21, a stamped structural analyses, and a check for $675.00 for the review fee for the zoning your review. Hopefully we can still make the December meeting agendas. Specifically, ITT is applying for zoning and building permits to collocate six (6) antennas and coaxial lines on the existing tower referenced above. They will also be installing a radio equipment cabinet, an emergency back-up diesel generator on a new concrete pad within the existing fenced compound. The tower will not increase in height and the compound will not increase in size due to the installation. The purpose of this collocation is the replacement of the existing FAA air navigation system. Once implemented, this new technology will greatly enhance the safety of the traveling public in all types of aircraft. The total job cost is expected to be $30,000.00. At this time American Tower has not selected a contractor, but once the use has been approved and the fees determined, we will have the general contractor complete the building permit applications and pay any outstanding fees. Please let me know if the material provided is deficient, or if you need any additional information. Should you have any questions please contact me at (704) 975-0161 or by e-mail doug.ruwe@americantower.com. American Tower greatly appreciates your assistance with this permit request. Sincerely, Doug Rowe Project Manager Site Development (704) 975-6161 doug.ruwe@AmericanTower.com Enclosures 21307 Rio Oro Dr • Comedus NC 28031 • (704) 975.6161 • doug.ruwe@amedcantower.com SCANNED TT PERMIT AUTHORIZATION Advanced Engineering & Sciences 12975 Worldgate Oriw Herndon. VA 20170 I hereby authorize American 'Power Corporation to act as agent for ITT Corporation, Advanced Engineering & Sciences Division in the application for all permits and utility services associated with this site. ITT Corporation Advanced Engineering & Sciences Division An Indiana Corporation l Ery: Frank Pallante Title: Vice President of Contracts Date: -5— /7 COMMONWEALTH OF VIRGINIA COUNTY OF FAIRFAX The foregoing document was acknowledged before me this I ;. day ofk.,,, 2009 by FYnv Yu iron]-- , who is personally known to me. ('ummy01_ ria: i:0mmonweamvst tg Of—V The foregoing instrgmglk d before me this fay of N.av 201 by _ —�--' _. name o Perspi se ---- Jo Y�6Ic n "'rnmmissitul expires' r�4Lt�cv- q1, Z10f-2 MYCommts m 6OUAWA31,IM [D#71%%7 SCANNED .»... ., :..n+:h�+w�r�t' •.wi+...s - -v.. � ':•rte \_ V.S. Deoodmenr of Iramupodotion Federal Aviation Administration Mr. Greg Hughes Contracts Manager, ADS -B Programs ITT Corporation Defense Electronics & Services 12975 Worldgate Drive Herndon, VA 20170-6008 Re: Automatic Dependent Surveillance -Broadcast (ADS -B) Contract DTFAWA-07-C-00067 Dear Mr. Hughes: This letter serves to emphasize to you and your potential partners the importance of the Federal Aviation Administration (FAA) AUS -B contract which was awarded to ITT Corporation on August 30. 2007. The FAA is undertaking a dramatic modemization of the National Airspace System under a program entitled Next Generation Air Traffic Management Systems (NextGcn). The ADS - B program is the comerstonc of the NextGen. ADS -B will provide technology that in the near term will enhance safety and in the longer term promise significant system capacity and efficiency benefits essential to meeting forecasted increases in air traffic demand. ADS -B is and will remain a high visibility program. Avionics manufacturers and aviation organizations/companies are relying on the FAA to meet the ADS -B implementation schedule. The FAA has begun full scale development of the ADS -B system with the award of the 177 contract and wi I1 begin nation wide deployment in the near term. Any support that can be given to ITT in the development and fielding of ADS -B infrastructure is strongly encouraged. The FAA considers this program an opportunity to significantly benefit the nation's transportation infrastructure with new technology. It is believed that just as in the introduction of the internet, there will be many spin-off opportunities. SItc Riche Day Vice President En Route and Oceanic Serviges J; Generous, Bob From: Tim Jeske [fJeske@TCWR.NET] Sent: Wednesday, November 18, 2009 8:58 AM To: Generous, Bob Subject: RE: Planning Case 09-19 :.. Thank you for asking, it appears that we will not have interference with our radio communications. If so, we don't have any additional comments. fii, From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Wednesday, November 18, 2009 8:22 AM To: Tim Jeske Subject: FW: Planning Case 09-19 Tim: Is there anything else you would need. t.r From: Doug Ruwe[mailto:Doug.Ruwe@AmericanTower.com] Sent: Monday, November 16, 2009 11:19 AM To: Generous, Bob Cc: Doug Ruwe Subject: RE: Planning Case 09-19 M As with any equipment mounted on American Tower owned sites, the users are licensed with the FCC for a specific frequency range. I have requested a copy of the FCC license. It should not interfere with any other radio equipment. Assuming all radio equipment, ITT's and the railroad's is operating correctly. Also, I have lost my notes for the meeting dates in December. Could you list the dates and times? Thanks, Doug Ruwe Project Manager- Site Development Services American Tower Corporation 21307 Rio Oro Dr Cornelius, NC 28031 704-975-6161 (cell) From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Monday, November 16, 2009 11:59 AM To: Doug Ruwe Subject: FW: Planning Case 09-19 Doug: How do you respond to the railroad's statement/request? :o7 From: Tim Jeske [mailto:TJeske@TCWR.NET] Sent: Monday, November 16, 2009 10:28 AM To: Generous, Bob Cc: Bob Suko; Mark Wegner Subject: Planning Case 09-19 Robert, I am writing you in response to your notice pertaining to your planning case # 09-19 / PID: 25-8110240 for additional radio equipment to be added to an existing tower situated close to TCWR property by Lyman Boulevard. While we don't object to the structural element of this project we do have concerns pertaining to potential radio interference. We use radio communications to control train and maintenance traffic on TCWR and interference with these radio communications will cause operational and safety issues. If TCWR gets assurance that this project will not interfere with our current radio system or any future communication needs we would have no objections to this project. Tim Jeske Twin Cites & Western Railroad CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #90-3 PLANNING CASE #09-19 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated conditional use permit for the following use which replaces Conditional Use Permit 90-3: A Conditional Use Permit for a 115 -foot tall, telecommunication tower 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Outlot B, Stone Creek First Addition. 3. Conditions. The permit is issued to American Tower Company and Merle and Jane Volk subject to the following conditions: a. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas of the Chanhassen City Code. b. A building permit is required for equipment pad and LP gas storage tank pad. c. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. d. The plans must be signed by appropriate design professionals. e. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. 4. Severability. In the event any provision of this permit shall be held invalid, illegal, or unenforceable by any court or competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 5. Notices. All notices, certificates and other communications hereunder shall be sufficiently given and shall be deemed given when mailed by certified mail, returned receipt requested, postage prepaid, with property address as indicated below. The City and the Association, by written notice given by one to the other, may designate any address or addresses, to be sent when required as contemplated by this permit. Unless otherwise provided by the respective parties, all notices, certificates, and communications to each of them shall be addressed as follows: To the City: City of Chanhassen Attn: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 To the Applicant: American Tower Attn: Doug Ruwe 21307 Rio Oro Drive Cornelius, NC 28031 To the Owner: Merle and Jane Volk 16925 County Road 40 Carver, MN 55315 6. Reimbursement of Costs. The Applicant shall reimburse the City for all costs, including reasonable engineering, legal, planning and administrative expenses incurred by the City in connection with all matters relating to the administration and enforcement of the within permit and the performance thereby by the applicant. Such reimbursement shall be made within fourteen (14) days of the date of mailing of the City's notice of costs as provided in Section 5 above. This reimbursement obligation of the applicant under this section shall be a continuing obligation throughout the term of this permit. 7. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. The City may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 8. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 9. Assignable. This conditional use permit is issued for the particular use and is not personal. The City shall be notified in writing at the address provided in section 5 above of any changes in the leasehold interest or ownership of the underlying property at least thirty (30) days prior to such change. 10. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 14, 2009 CITY OF CHANHASSEN i]•s (SEAL) R_W�71 STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Tom Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of , 200_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 ............ 6t0 SITE PLAN lY LANDSCAPING ro o "J7 LANDSCAPING SCHEDULE •< .. .. ..... . . SITE PLAN �CHANHAS564�i W, til VICINI"I Y MAP CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for: Commercial communication transmission tower to support cellular telephone service. 2. Property. The permit is for the following described property in the City of Chanhassen, Carver County, Minnesota: See attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: 1. Staff will approve the aesthetic design of the tower and building and the building should be consistent with other recently constructed telephone and public utility buildings in the area. 2. Staff will approve and document the tower shape and structure and that it's construction will follow that approval. 3. No other radio uses shall be approved without an addendum to the conditional use permit #90-3 which will come in before the Planning Commission and City Council. 4. Landscaping shall be installed as part of the approved landscaping plan. A letter of credit guaranteeing improvements will be requiredbefore building permits are issued. 5. No lights or signage be placed on the tower or elsewhere on the site. 6. The tower shall be painted a flat color so that it blends in with the background. 4. Termination of Permit. The City may revoke the permit following a public hearing under any of the following circumstances: material change of condition of the neighborhood where the use is located and/or violation of the terms of this permit. 5. _Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Date: September 10, 1990 / 13 7. ,r r�." r 0 Mr. John Uban September 11, 1990 Page 2 STATE OF MINNESOTA) ) SS COUNTY OF CARVER ) CITY OF By: City Clerk The oregoing instrument was acknowledged before me this A %� day of , 19_LU, by Donald J. Chmiel, Mayor and Don Ashworth, City Clerk of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation. Drafted by: City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317 (612)937-1900 KAREN J. ENC-ELNAPOT NOTARY PU9LC - 1"'.. --OTA CARV011 C)' -:TY MN 0-a•issim •xr':..-es 10-1691 EXHIBIT A That part of the Northwest Quarter of Section 22, Township 116, Range 23, West of the 5th Principal Meridian, Carver County, Minnesota, which lies southwesterly of a line drawn parallel to and distant 380 feet northeasterly of the centerline of County Road No. 18, as measured at right angles, and which lies southeasterly of a line drawn parallel to and distant 395 feet northwesterly of the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as measured at right angles. Except that part taken for County Road No. 18. Except that part taken for the Chicago, Milwaukee, St. Paul and Pacific Railroad. OFFICE OF COUNTY RECORDER STATE OF MINNESOTA COUNTY OF CARVER Filing Fee �-�/U This is to certify that this docuujnent w f in tff��.\�office qI. �ttheday 04 M — f9([A.D.at o'clock M. and was duly recorded as document no. 118396 HANS N JR. unry o er Dy: M _BGG_ �3 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 19, 2009, 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 Public Hearing for Amendment to CUP 90-3 — Planning Case 09-19 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 lq"day of (inwmh2 i , 2009. Notary a KIM T M11WI11EN Notary Public -Minnesota M Commission Expires Jan 31, 2010 WvwvvvW Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2009 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Amendment to Conditional Use Permit 90-3 to Proposal: allow co-location/addition of ITT/FAA antennas and radio Proposal: equipment at an existing telecommunication tower on property zoned A ricultural Estate District A2 Applicant: American Tower Company Property 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/09-19.html. If you wish to talk to someone about this project, please contact Robert Generous by email at bcenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommentlation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersoNrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested personms). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2009 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Amendment to Conditional Use Permit 90-3 to allow co-location/addition of ITT/FAA antennas and radio Proposal: equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 Applicant: American Tower Company Property 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ei.chanhassen.mn.us/serv/plan/09-19.htmi. If you wish to talk to someone about this project, please contact Robert Generous by email at bclenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested personis). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Plannino Staff person named on the notification. BRADLEY J & RENEE L VANBERGEN BRIAN N JOHNSON BRIAN T & SONYA A BENKSTEIN 2175 BOULDER RD 2207 BOULDER RD 2292 BOULDER RD CHANHASSEN MN 55317-7402 CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7400 CARL D RAY & SEN ZHAO CHAD A & JULIE M EVEN CHAD K & ROCHELLE E CURTIS 2245 STONE CREEK DR 2198 BOULDER RD 2187 BOULDER RD CHANHASSEN MN 55317-7420 CHANHASSEN MN 55317-7402 CHANHASSEN MN 55317-7402 CHADW ICK HOUWMAN CHARLENE A STENDER CHASKA CITY C/O2219 BOULDER RD 2321 BOULDER RD CNOEL ZYK 1ITY HALL PLAZA CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7401 1 C CHASKA MN 55318-1962 CHET A LARSON CHRISTOPHER E FINKE & DANIEL J & NANCY R LYNCH 2259 STONE CREEK DR CHRISTINA G FINKE 2255 BOULDER RD CHANHASSEN MN 55317-7420 2317 BOULDER RD CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7401 DAVID HESTER & DELORIS B HOLASEK TRUST RENEE STEWART-HESTER C/O HOLASEK FARMS LP DOUGLAS VERNON JOHNSON 2199 BOULDER RD2015 STAHLKE WAY 2322 BOULDER RD CHANHASSEN MN 55317-7402 CHASKA MN 55318-3239 CHANHASSEN MN 55317-7401 EDWARD E & ELLEN L RAWSON GARY L FELDICK & GERHARD & HELENE A SCHOCK 2266 BOULDER RD DONNA G NOVAK 2309 BOULDER RD CHANHASSEN MN 55317-7400 2231 BOULDER RD CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 GERHARD G & SALLIE L BERGESON IND SCHOOL DIST 112 JAMES M & JENNIFER D NAGA 2220 BOULDER RD 11 PEAVEY RD 2318 OULD B CHANHASSEN MN 55317-7400 CHASKA MN CHANHASSEN BOULD55318-2321 ER RD CHANHASSEN MN 55317-7401 JEFFREY J & KARLA M ALTHOFF JEFFREY L & GAYLE D SMITH JEFFREY P & SARAH L WENDORF 2326 BOULDER RD 2279 BOULDER RD 2291 BOULDER RD CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7400 MERLE & JANE VOLK MATTHEW & ROBIN WARDEN C/O VERIZON WIRELESS MERLE L & ELIZABETH J OELKE 2308 BOULDER RD 180 WASHINGTON VALLEY RD 2242 BOULDER RD CHANHASSEN MN 55317-7401 ATTN: NETWORK R CHANHASSEN MN 55317-7400 BEDMINSTER NJ 07921-2120 MICHAEL & JACQUELINE R MROSKO MICHAEL D & BETTY WRIGHT RAYMOND E & YAN 2305 BOULDER RD 2280 BOULDER RD 2243 BOULDER KLDERRD CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 CHANHASSEN BRD RD CHANHASSEN MN 55317-7400 RICHARD J & CHERYL A HARTMAN ROLAND A STINSKI TRUSTEES OF C A HARTMAN TRUST C/O SKYLINE BUILDERS INC 2254 BOULDER RD 3647 MCKINLEY ST NE CHANHASSEN MN 55317-7400 MINNEAPOLIS MN 55418-1599 SCOTT A HANSON & CHRISTINE A HANSON 2267 BOULDER RD CHANHASSEN MN 55317-7400 THOMAS M & CAROLYN D THOMSON 2186 BOULDER RD CHANHASSEN MN 55317-7402 SCOTT T & NICOLE M BRUSH 2301 BOULDER RD CHANHASSEN MN 55317-7401 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN MN 55317-7401 STEVEN L & JONI L HANSEN 2208 BOULDER RD CHANHASSEN MN 55317-7400 CHANHASSEN PLANNING COMMISSION REGULAR MEETING DECEMBER 1, 2009 Chairwoman Larson called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Kevin Dillon, Kathleen Thomas, Debbie Larson, Mark Undestad, Denny Laufenburger, and Dan Keefe MEMBERS ABSENT: Tom Doll STAFF PRESENT: Kate Aanenson, Community Development Director; and Bob Generous, Senior Planner PUBLIC HEARING: AMERICAN TOWER CORPORATION: REOUEST FOR AN AMENDMENT TO CONDITIONAL USE PERMIT #90-3 TO ALLOW CO-LOCATION/ADDITION ON ITT/FAA ANTENNAS AND RADIO EOIUPMENT AT AN EXISTING STONE CREEK FIRST ADDITION). APPLICANT: AMERICAN TOWER CORPORATION, PLANNING CASE NO. 09-19. Bob Generous presented the staff report on this item. Larson: Let's start with Kevin tonight. Dillon: You know I don't have any questions. Larson: Okay, Kathleen. Thomas: I don't either. Larson: Dan. Keefe: Just one quick one. Is there a limit to what they can put on these towers? I mean can they just you know continue to add on and they can get, you know by code do we sort of limit that at all? Generous: We don't limit the number. It's just that they can't interfere with each other and they need some separation. So and also a lot of these are line of sight so if they get too low they're not useful to anyone. Keefe: Okay. I mean what looks here doesn't you know, seem to be any more. My question is can get they really kind of crazy? Planning Commission Meeting — December 1, 2009 Aanenson: Well I think the biggest issue that we typically find is that when they're on the ground, as a picture that Mr. Generous showed, is that that's very well screened but that's sometimes when we get some of the complaints is where there's a lot of visual on the ground also but this is fairly well screened on the ground so it, again we felt like the impact, even if adding another one would be pretty minimal. And this is one of the taller ones we have in the city. Keefe: Yeah, okay. Looks like a warehouse in the background. Larson: Is that all you have? Keefe: That's all I have. Larson: How about you Denny? Laufenburger: I have two. Who's the owner of the property itself? The property on which this land, this structure. Generous: Merle Volk. Laufenburger: Okay. And just I'm sure there's a logical reason for this. Under the condition back on, in 1990, condition 3. Let me just read it Bob. No other radio uses shall be approved without an addendum to the conditional use permit which will come in before the Planning Commission. What's the logic behind, I mean is there any logic behind which we would not allow a certain amount of radio wave to be on this antenna for the safety and wellbeing of the local citizens or just give me some, help me understand that a little bit Bob_ Generous: Well actually we're pre-empted from most of the, our review of these antennas or telecommunication antennas on that. We do look at how safety issues. We haven't had a problem with electromagnetic waves from these antennas. I should point out that we did have one resident to the north of it called and said she was opposed to the amendment, but other than that we haven't had any problems or interference with any radio signals due to this facility. I wonder, the applicant may have additional comments on that. Aanenson: I would just add too. Prior, this was put in place prior to the City adopting an ordinance and that ordinance that we have is a model ordinance that's applied with the new, as Bob indicated, the regulations, so it does take into consideration some of those things that you talked about. The frequency. The reason this was put in place for it to have to come back, there was no standards in place. The City didn't really have them and now they're effective statewide, federal standards as far as those types of regulations. Laufenburger: You mentioned that one resident opposed. Was there a reason given to why they were opposed to this? Generous: They just said it was an unsightly tower. a�,:; AU Planning Commission Meeting — December 1, 2009 Laufenburger: Okay. Generous: I told her that even if you denied this amendment they would still keep the tower and the antennas on it so you're not voiding. Larson: Can we do like they do in California and turn them into like pine trees and palm trees. Have you seen those? Aanenson: Well yeah, we've looked at those in some other locations. Actually some of the mono poles that we've done, this is really one of the few ones that's, most of the ones we do now are the mono poles where they must. Laufenburger: Single, yeah. Aanenson: Correct. Laufenburger: Like the one at Halla Nursery, down in that area? Aanenson: Correct. Again the discretion we have on those and now spelled out in the model ordinance that the government has spelled out that we can, can and cannot regulate but this again is the older type model so it's a little bit different. It's, obviously the bulk makes it, the appearance less attractive. Laufenburger: Okay. Then one last question. Bob you used the term we are pre-empted from regulating or from reviewing this. What did you mean by that? Generous: Well not from reviewing it per se but the federal government has stated that the local governments, must approve it if it complies with their communication acts. Laufenburger: Okay. Alright. Thank you Chairman. Larson: Nothing? And I have nothing also. So at this time have we got an applicant? Christopher Flick: Good evening ladies and gentlemen. My name is Christopher Flick. I am with American Tower Corporation. I'm representing, I work with American Tower. We are the owners of the actual tower itself and own lease rights to the property. We are working with ITT and the FAA to provide an ADS -B system. The ADS -B system is an automatic dependent surveillance and broadcast system. Basically it's designed to monitor lower flying planes throughout the United States. This is a national program instituted by the FAA in order to provide a greater and more enhanced aspect, like radar of lower flying aircraft. Helicopter aircraft. Larson: So do they dial into that? Christopher Flick: It's, yes. Basically. It runs through a high speed network. Without being you know an engineer myself all I can say for sure is that the system is designed to help prevent Planning Commission Meeting — December 1, 2009 the, as Bob had mentioned, line of sight works basically the same thing with this type of system as it does with regular RF for your cell phone. The radars on the ground that the airports use and they're spotted around the country, can only see a certain distance to the horizon. This system will provide a closer to the ground view of air traffic so the idea is to see more of what's going on over our heads rather than guessing up to a certain height. The tower itself is a lattice tower and to speak to the councilman's question about the tower itself. There are structural requirements. They can't just keep on, you know it's my tower so we can't just keep on throwing stuff up there. There's a certain tolerance and the only way to do the structural calculations and decide whether or not somebody can go on the tower is to have an engineering firm do those calculations. Weigh sale space which is the amount of space that the air hits the appertances on the tower. The weight of the coax. The weight of the antenna. It's a very detailed formula that's done prior to an application coming to the board so that would actually prevent the... Aanenson: That's the same process we would use if we were going to lease out one of our city towers. We'd do the same exercise. And I just want to comment a little bit about the surveillance. If you look at the National Weather Service, some of the things that they do, they also do aeronautics there and they also shoot up the gamma rays for the weather service to check weather service so we do have that already in town already. That same type of technology. Larson: Okay, got any questions? No? No? Nor do I. Thank you very much. Christopher Flick: Thank you for the board's time. Larson: At this time I will open the public hearing. If anybody wants to come up here. Seeing that nobody's here, we will not close the public hearing and discuss it amongst ourselves. Undestad: Looks fine with me. Laufenburger: Good to go. Keefe: I'm good. Thomas: Me too. Dillon: I'm good, plus there's a lack of public outcry and opposition to this so you know, it doesn't seem like any of the neighbors. Larson: Aren't here tonight. I'm good for it too so with that I will entertain a motion. Undestad: I'll make a motion. The Planning Commission recommends approval of Conditional Use Permit #09-19 amending Conditional Use Permit #90-03 to permit co -location and addition of antennas and equipment upon and at the existing telecommunication tower plans prepared by Advanced Engineering and Sciences dated 10/23/09, subject to conditions 1 through 5. Larson: Have we got a second? 4 Planning Commission Meeting — December 1, 2009 Laufenburger: Second. Undestad moved, Laufenburger seconded that the Planning Commission recommends the City Council approve Conditional Use Permit #09-19, amending the Conditional Use Permit #90-03 to allow co-location/addition of antennas and radio equipment upon and at the existing telecommunications tower, plans prepared by Advanced Engineering and Science dated 10/23/09, subject to the following conditions and adoption of the attached Findings of Fact and recommendations: The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas, of the Chanhassen City Code. 2. A building permit is required for equipment pad and LP gas storage tank pad. 3. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. 4. The plans must be signed by appropriate design professionals. 5. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. All voted in favor and the motion carried unanimously with a vote of 6 to 0 APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated November 17, 2009, amended by Chairwoman Larson to change the word "storm" to "store" on page 11, paragraph 8. COMMISSION PRESENTATIONS. None. CITY COUNCIL ACTION UPDATE Aanenson: I'll just give council updates before we go to the work session portion of it. At the last City Council meeting, which was November 23`a, the City Council did table the Gleason variance and encouraged the owner of the property, working with Lennar to try to resolve the hard surface coverage so they did table that. They did approve the City Code amendments. Just as the Planning Commission did. And then they also approved preliminary plat for the transit station. It will be going back for final plat here on the 10 of December so that should be, and I'll just segue into kind of what's coming up on the next agenda. We did put the schedule together for the year, including some work session dates and then a couple meetings where we've tried not to conflict with National Night Out. Then in the fall no meeting on the election night. We do have a couple projects that we will be having coming in. We've identified those potential or commercial one. We talked about the park and ride. You've seen that but that'll be 5 Planning Commission Meeting — December 1, 2009 coming through. We also do have a couple residential projects that will be coming in. Anticipate one coming in this Friday so you'll see that in your First meeting in January. That's that Lakeside PUD which was, just on the other side of the park and ride, down off of Lyman Boulevard. So we'll have to amend that PUD. Then we're going to do some of the commercial ones which I'll segue to here in a minute when we move into the work session. If you want to adjourn then we can just kind of move into the work session part, unless you have any questions. Chairwoman Larson adjourned the Planning Commission meeting at 7:15 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 0 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-19 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 1, 2009, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an Amendment to Conditional Use Permit 90-3 to allow co -location/ addition of fl"P/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 and located at 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition). Applicant: American Tower Company A plan showing the location of the proposal is available for public review on the City's web site at www.rj&h&nhassen.mn.us/serv/ olan/09-19.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous&i.chanhassen.mn.us Phone: 952-227.1131 (Published in the Chanhassen Villager on Thursday, November 19,2009; No. 4281) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. t (B) The printed public notice that is attached to this Affidavit and identified as No. V d1T 1 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgrstuvw�x/y�z Laurie A. Hartman Subscribed and sworn before me on this day of t ✓ 2009 JVMME J. BARK v NOTARY PUBUC - MINNESOTA No blic My Commission Expires 01/31/2013 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter ............................................... $12.43 per column inch SCANNED PROJECT NAME: ITTSV173-21 Colocation LOCATION: 2290 Lyman Rd, Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: 94-3213132 TOTALACREAGE: WETLANDS PRESENT: YES X NO PRESENTZONING: Commercial REQUESTED ZONING: Commercial - amend CUP 90-3 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: To allow the colocation/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. FOR SITE PLAN REVIEW: Include number of existing employees: " and new employees: 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, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant ��a yo-� V '�� Signature of Fee Owner GiplanVorms0evelopment Review Applimtion.DOC Date a- 4- o 2� Date Rev. 1108 SCANNED CITY OF C P O BOX 1 CHANHASSE 12/03/20C Receipt r CLERK: ka PAYEE: Planning GIS List Total Cash Check Change SCANNED ' CHECK NO. 239531 DATE 02 -DEC -09 VENDOR NAME CITY OF CHANHASSEN VENDOR NO. 76563 INVOICE NUMBER INVOICE DATE PO NUMBER DESCRIPTION GR AMOUNT DISCOUNT NET AMOUNT 12.02.2009 02 -DEC -09 166755 166755 111.00 0.00 111.00 I I PLEASE DETACH AND RETAIN THIS STATEMENT AS YOUR RECORD OF PAYMENT 111.00 0.00 111.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CfiOF (952) 227-1100 CHMSEH To: Mr. Doug Ruwe American Tower Corporation 21307 Rio Oro Drive Cornelius, NC 28031 Invoice SALESPERSON DATE TERMS KTM 11/19/09 upon receipt 111W 37 1 Property Owners List within 500' of 2290 Lyman Blvd. (37 labels) TOTAL DUE $3.00 1 $111.00 $111.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for December 1, 2009. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #09-19. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: December 1, 2009 ❑ CC DATE: December 14, 2009 REVIEW DEADLINE: December 29, 2009 CASE #: 09-19 BY: AF, RG, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the amendment to Conditional Use Permit 90-3 to allow co-location/addition of antennas and radio equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering and Science dated 10/23/09, subject to conditions 1 - 5 and adoption of the attached findings of fact and recommendations.,, SUMMARY OF REQUEST: The developer is requesting an amendment to Conditional Use Permit 90-3 to allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. LOCATION: 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) APPLICANT: American Tower Company OWNER: Merle and Jane Volk PRESENT ZONING: Agricultural Estate District, A-2 2020 LAND USE PLAN: Residential — Low Density ACREAGE: DENSITY: Not applicable 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. PROPOSAL/SUMMARY The applicant is requesting an amendment to Conditional Use Permit 90-3 to allow co- location/addition of antennas and equipment upon and at an existing telecommunication tower. To the north of the site are single-family homes on property zoned RSF located within the Planning Commission American Tower Corporation CUP December 1, 2009 Page 2 of 5 Stone Creek subdivision. To the east are the Twin Cities & Western Railroad and the athletic fields for Chanhassen High School. To the south across Lyman Boulevard is industrial development in the City of Chaska. To the west are farm fields associated with Holasek Nursery. When the communication tower was originally approved, cellular communication was a fairly new technology. Additionally, the only standards the City had at the time was that the use was a conditional use in the Agricultural Estate District, the general CUP issuance standards and the requirement that towers be setback from the property line a minimum of the height of the tower or the tower must be self -collapsing. Since the original CUP approval, the City has adopted an entire section of the Code that addresses Tower, and Antennas, Chapter 20, Article XXX. These standards permit a reasonable and equitable opportunity for the establishment of telecommunication services, ensure that towers and antennas are designed and constructed in a manner that does not adversely impact public safety (height, setback and construction standards), maximize the use of existing and approved towers and buildings for antennas in order to reduce the number of towers required (co -location) and minimize adverse visual effects of towers through careful design and siting standards. and proposed use of the site for telecommunication purposes complies with these requirements. The existing Staff is recommending approval of the amendment to the CUP to permit the co -location of antennas and equipment at the existing tower site. APPLICABLE REGUATIONS Chapter 20, Article IV, Conditional Uses Section 20-572 (2), Permitted Uses in the "A-2" Agricultural Estate District — Antennas 20-574 (15), Conditional Uses in the "A-2" Agricultural Estate District — Towers Chapter 20, Article XXX, Towers and Antennas Conditional Use Permit #90-3 On September 10, 1990, the Chanhassen City Council approved a conditional use permit for a commercial communication transmission tower to support cellular telephone service. The conditions of approval were as follows: 1. Staff will approve the aesthetic design of the tower and building and the building should be consistent with other recently constructed telephone and public utility buildings in the area. Y Planning Commission American Tower Corporation CUP December 1, 2009 Page 3 of 5 2. Staff will approve and document the tower shape and structure and that it's construction will follow that approval. 3. No other radio uses shall be approved without an addendum to the conditional use permit #90-3 which will come in before the Planning Commission and City Council. 4. Landscaping shall be installed as part of the approved landscaping plan. A letter of credit guaranteeing improvements will be required before building permits are issued. 5. No lights or signage be placed on the tower or elsewhere on the site. 6. The tower shall be painted a flat color so that it blends in with the background. Recorded on October 5, 1990 as document number 118396. Subdivision #92-1 On February 22, 1993, the Chanhassen City Council approved the final plat for Stone Creek First Addition, creating Outlot B. The tower was already located on the parcel at the time of platting. ANALYSIS A building permit is required for equipment pad and LP gas storage tank pad. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. The plans must be signed by appropriate design professionals. The plans submitted show proposed improvements within the existing pad located north of Lyman Boulevard between Galpin Boulevard and the railroad tracks. The applicant does not propose to expand the existing impervious surface. There is no grading proposed. Since the tower already exists, the City would normally review the proposed additional equipment and tower through the building permit process. However, due to condition 3 of CUP #90-3, the equipment and antenna must be approved through the public hearing process. Staff is proposing that the conditions of approval be amended to require compliance with the City Code standards for towers and antennas which would encourage and permit the co -location of antennas and equipment at and upon the existing tower. 1 'v RV -T :-v Since the tower already exists, the City would normally review the proposed additional equipment and tower through the building permit process. However, due to condition 3 of CUP #90-3, the equipment and antenna must be approved through the public hearing process. Staff is proposing that the conditions of approval be amended to require compliance with the City Code standards for towers and antennas which would encourage and permit the co -location of antennas and equipment at and upon the existing tower. Planning Commission American Tower Corporation CUP December 1, 2009 Page 4 of 5 GENERAL CONDITIONAL USE PERMIT The applicant is requesting an amendment to the Conditional Use Permit to permit the co - location of antennas and equipment on the existing tower. The City's Zoning Ordinance allows telecommunication towers and antennas in Agricultural Estate Districts subject to the approval of a conditional use permit by the City Council. In reviewing conditional use permit requests, the Planning Commission must consider possible adverse affects of the use. The City of Chanhassen finds it necessary for the promotion and preservation of the public health, safety, welfare, and aesthetics of the community that the construction, location, size, and maintenance of wireless telecommunication facilities be controlled. Further, the City finds: 1. Towers and antennas have a direct impact on, and a relationship to, the image of the community; 2. The manner of installation, location, and maintenance of towers and antennas affects the public health, safety, welfare, and aesthetics of the community; A reasonable opportunity for the establishment of wireless telecommunication must be provided to serve residential and business needs, and; 4. Uncontrolled and unlimited towers and antennas adversely impact the image and aesthetics of the community and, thereby, undermine economic value and growth. Given that it is the City's goal is to minimize towers, the amendment of the CUP to permit co -location of antennas and equipment is appropriate. COMPLIANCE Height Setback Code 150* Structureheight American Tower 115 175 feet *May be increased 25 feet for multi -antenna towers. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion and adoption of the attached findings of fact and recommendation: Planning Commission American Tower Corporation CUP December 1, 2009 Page 5 of 5 "The Planning Commission recommends approval of Conditional Use Pen -nit #09-19, amending Conditional Use Permit 90-03, to permit co-location/addition of antennas and equipment upon and at the existing telecommunication tower, plans prepared by Advanced Engineering & Sciences, dated 10/23/09, subject to the following conditions: 1. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas, of the Chanhassen City Code. 2. A building permit is required for equipment pad and LP gas storage tank pad. 3. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. 4. The plans must be signed by appropriate design professionals. 5. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced copy of Compound Plan Sheet 3 of 18. 4. Reduced Copy Tower Profile Sheet 4 of 18. 5. Letter from Doug Ruwe to City of Chanhassen Dated October 29, 2009. 6. Permit Authorization by TIT Corporation. 7. Letter from Richard L. Day to Greg Hughes dated January 2, 2008. 8. Email Correspondence between Tim Jeske, Bob Generous and Doug Ruwe between November 16 and November 18, 2009. 9. Amended and Restated Conditional Use Permit. 10. Reduced Copy Site Plan Dated 7-16-90. 11. Conditional Use Permit 90-3 dated September 10, 1990. 9:W-\2009 Planning Cas 09-19 american town cup 90.3 a mendmeMkmff'epwt americao tower -dm C1TY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of American Tower and Merle and Jane Volk for an amendment to the existing Conditional Use Permit 90-3 to permit the installation of additional antennas and equipment at and upon an existing telecommunication tower. On December 1, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of American Tower and Merle and Jane Volk for an amendment to a conditional use permit to permit a telecommunication tower for the property located at 2290 Lyman Boulevard. The Planning Commission conducted a public hearing on the proposed conditional use was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Agricultural Estate District, A-2. 2. The property is guided by the Land Use Plan for Residential — Low Density. 3. The legal description of the property is: Outlot B, Stone Creek First Addition. 4. Conditional Use Permits a. The proposed use will not be detrimental to, but may enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed tower will provide a basic utility to the area. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed use 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. The proposed tower complies with city ordinance requirements. The lower portion of the tower including the equipment will be screened by vegetation and a berm. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION nt Name and Address: Ruwe - American Tower 21307 Rio Oro Dr Cornel ins, NC 260"1 Contact: Phone: 704-975-6161 Fax: Email: oug.ruwe@americantower.com Planning Case No. 0cl I )wner Name and Address: Merle & Jane Volk 16925 Countv RD 40 CITY OF CHANHASSEN RECEIVED OCT 3 0 2009 CHANHASSEN PLANNING DEPT Carver MN S5"ll S Contact: Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment X Conditional Use Permit (CUP) tL_i Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign $200 (City to install and re ove) X Esc Filing Fees/Attorney Cost" 50 CUP SPR/VACNAR/WAP/Metes & Bounds $45U -Minor SUB TOTAL FEE $ IY� G9 C',F(�oc-I An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. "Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. 'uilding material samples must be submitted with site plan reviews. )TE: When multiple applications are processed, the appropriate fee shall be charged for h application. SCANNED e. The proposed use 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. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. It will provide a necessary utility. g. The proposed use 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. The tower should not create conditions that are detrimental to person's property or the general welfare of the community. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for communication towers as provided in zoning ordinance. 5. The Planning Report #09-19 dated December 1, 2009, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to the conditional use permit for a telecommunication tower. ADOPTED by the Chanhassen Planning Commission this 0 day of December, 2009. CHANHASSEN PLANNING COMMISSION M Its Chairman I . 2. 3. .. 3. 6. 7. B. B. COMPOUND NOTES RDDIO: EXCLUOIND ME TOWER. NO EXISUND OR PROPOSED miirmler IIWItImmc EOUIPNOM WILL E)CEED THE HEICH! WIND SPACE IS REQUIRED. ONE ENISGNG. OR SIGNS ME NOT PROPOSED EXCEPT AS E PCC. ONRROL: THE PROPOSED PK.RM WILL RESULT IN f INCREASE IN STORM WATER RUNOIT. NO WATER OUN.IM1 PAMROL DIMCES ARE )F—WAY OR WILL RESULT COMPOUND VIEW 20' A 100' PARD ACCESS MIA A COMPOUND PLAN SGLLE:1'�S' (BASED ON 24%38 'D' PAPER SIM SCALE: 1' 10' (BASED ON IIX17 'B' PAPER SIZE) m PAN Im ITT D GALLON IE TANK em a July pMWPY PP Am,a«d 81388 �_� 9M715 dWNNYN..YC NOTE: SEE PROPOSED ICE BRIDGE, SHEET 9 433961K3 D 2 m3. 1B wxE dlfl PROJECT NAME: KS:ai`� �f4:2 A ITTSVI73-21 Colocation 2290 Lyman $d', Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: X32 c15 —S I � CJaLbz) TOTAL ACREAGE: WETLANDS PRESENT: VES X NO PRESENT ZONING: Commercial REQUESTED ZONING: Commercial - amend CUP 90-3 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: To allow the colocation/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiendes shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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. The documents and information I have submitted are true and correct to the best of my knowledge. mature of Applicant Date lure of Fee Owner Date ms0evelopmenl Review Applic tion.DOC Rev. 1/08 SCANNED A AMERICANTOWER' CO R PO R A T 1 OM October 29, 2009 City of Chanhassen Community Development — Bob Generous 7700 Market Boulevard, PO Box 147 Chanhassen, MN 55317 RE: ITTSV 173-07 ITT FAA Collocation American Tower Site Code: 305556 2922 Hibbard Rd Parcel Number 11-04-200-003 CITY OF SEN RECENED OCT 3 0 2009 CHANNASSEN PLANNING DEPT As we discussed, enclosed please find: City of Chanhassen Development Review Application to amend CUP90-3, (2) letter of authorization (ITT/FAA), copy a stamped construction drawings for ITTSV 173-21, a stamped structural analyses, and a check for $675.00 for the review fee for the zoning your review. Hopefully we can still make the December meeting agendas. Specifically, ITT is applying for zoning and building permits to collocate six (6) antennas and coaxial limes on the existing tower referenced above. They will also be installing a radio equipment cabinet, an emergency back-up diesel generator on a new concrete pad within the existing fenced compound. The tower will not increase in height and the compound will not increase in size due to the installation. The purpose of this collocation is the replacement of the existing FAA air navigation system. Once implemented, this new technology will greatly enhance the safety of the traveling public in all types of aircraft The total job cost is expected to be $30,000.00. At this time American Tower has not selected a contractor, but once the use has been approved and the fees determined, we will have the general contractor complete the building permit applications and pay any outstanding fees. Please let me know if the material provided is deficient, or if you need any additional information. Should you have any questions please contact me at (704) 975-6161 or by e-mail doug ruwe(&americantower.com. American Tower greatly appreciates your assistance with this permit request Sincerely, Doug Ruwe Project Manager Site Development (704)975-6161 doug.ruwe@AmericanTower.com Enclosures 21307 No Oro Dr • Cornelius NC 26031 • (704) 975-6161 • doug.ruwe@americantower.com SCANNED 1. SEE GNAWING SHEET 3 FOR COMPOUND PUN. 2. ALL TIORWED S[RUCNRAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SNALL CCAIMRM TO ASTM A307 OR ASTM Mt ALL STRUCTURAL FASTENERS FOR STRUCTURAL HEEL FRAMING SIA L CONFORM TO ASTM A125. FASTENERS SHALL BE 5/B MIN. DU, SWING TYPE CONNECTIONS WITH THREADS EXCLUDED FOR THE PLANE. ALL EXPOSED FASTENERS, NNS. AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI NWIR BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 3. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL FURNISH ALL CONNECTON HARDWARE REOURED TO SECURE THE CABLES. CONNECTION HARDWARE aHLLL BE STAINLESS STEEL A. NORTH ARROW SHOWN ON THE PIANS REFERS TO TRUE NORM. THE GENERAL CONTRACTOR UB CONTACTOR SHALL VERIFY NORTH AND NOTIFY RT C RP/TBD OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 5. PROADE LOCK WASHERS FOR ALL MECMANIGL CONNECTIONS FOR GROUNDING CONDUCTORS, WE STNNLESS STEEL HARDWARE THROUGHOUT, 6. THOROUGHLY RCIAM ALL PANT AND CLEW ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS 7. AV(E ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF B' RADIUS. 8. FON GROUNDING TO BUILDING FRAME AND HATCH PUTS GROUND BARS. USE A TWO -BOLT HOLE NEW DRILLED CONNECTOR SUCH AS A TBB 32007 OR AN APPROVED EQUAL PART. B. FOR ALL EXTERNAL GROUND CONNECTIONS. CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTNE COATING OR AN ARI -OXIDE COMPOUND SUCH AS 'NO-OXWE A' BY DFAABORN CHEMICAL COMPANY. 10. REPAR ALL GALVANIZED SURFACES THAT NAVE BEEN COMMUNED BY THERMOWELDINO WITH COLD GLLV. PAM. 11. SEAL ALL CONDUITS PENETRATIONS INTO STRUCTURES AND ALL CONDUIT OPENINGS WITH A SILICONE SEALANT. 12, THE COAXAL ANTENNA CABLE INSTALLER SNALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SMALL BI PERFORMED TO ME SPECIFICATIONS AND PARAMETERS OUNINED BY THE IT CORP. RADIO FREQUENCY INK ENGINEER THESE TESTS SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SNE. 13. THE CDAXIAL ANTENNA CABLE INSTALJLS SHALL BE 14. VAPOR WRAP WILL BE USED TO SUL AL CONNECTIONS. 15. All JUMPERS 70 ME ANTENNAS FROM A MAIN TRANSMISSION UNE WILL BE 1/2' DA AND SHALL NOT EXCEED 18. ALL COMAL CABLE WILL BE GROUNDED PRIOR TO ENTERING THE EOUIPMENT SHELTER AND AS SPECIFIED IN THE ELECTRICAL DRAWINGS. 17. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORMNG STRUCTURE AT DISTANCES NOT TO EXCEED A' -D' WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROVING DUMB. 18. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PUNS. CABLE LENGTHS LIVED ARE APPROXIMATED AND ME NOT INTENDED TO BE USED MR FABRICATION DUE TO FIELD CONDRIONS, THE CONTRACTOR MUST FIELD VERIFY ALL ANTENNA CABLE LENGMB PRIOR TO ORDER. 12. ALL MAIN CABLES WILL BE COLOR CODED AT THREE LOCATIONS AW DETAL B SHEET A. A AT THE ANTENNA PRIOR }0 JUMPER B. AT THE MALE BRIDGE EDGE AT BABE OF TOWER C. AT THE EQUIPMENT PRIOR TO JUMPER 20. RI CONNECTIONS SI BE TORDU[0 TO 1AAUrACI11RE11.9 RECOMMENDATIONS. LOOSE CONNECTIONS AT" BE ME CONTRACTORS RESPONSIBIUTY TO CORRECT, A CALIBRATED TORQUE WRENCH SHALL BE USED ON ALL IF CONNECTIONS. 21, CONTRACTOR IS 10 CONFIRM ANTENNAS SPEC (MODEL QUANTIFIES. AZIMUTHS AND ANTENNA M211M HFAI HT1 WITH NEW IT GOV ANTENNAS OYP. OF 5, AND (1) VERTEC 0 CORP PROJECT MANAGER TO PROVIDE ACTUAL, ORIENTATION OF ANTENNA. MOUNT - 85'-0• PROPOSED TR CORPORATION 88'-3' A)MNRA RAD CENTER A. PROPOSED IR CORPORATION �B3'-5' ANTENNA W. O BOTTOM OF MOUNT ANTENRA � COAX LAYOUT DETAIL CARL NOT TO aCNE ODD I MR m Nm IPAmx R+NRN[aC4"Rn WR ilil[Rm w—.- NII[ 00[f PRMpm [,RM R FPlrtu vISTING X00 W -Y WA (I5) 7/8' FMW[6 FIW1-P WIRY .1. HJR [ F/['-MIY COAX CABLES W -Y WA AAIL'AN® 01101-0 KII[Y Q/[��V{��[��j VIID WY• PROPOSED STT FRLFiNd MOA -o WNNM (5) 1 5/8' AND IX,v I■ (u 7/0' COAX CABLES TRUE NORM WA M9W •10/Y•hIW � COAX LAYOUT DETAIL CARL NOT TO aCNE WWW II.I. .0 WW1N1/f FMXWNRMNMILZWWMVIIN W RME QN. t0 a[ RRNN[0 W T. ANTENNA SYSTEM MARKING AND LABELING 51MA NOW ro SCALE TOWER PROFILE S11A ACT M SGME FEES STRUCTURAL 04339ulE DATED 06 IV. INSTALL PROPOSED COM LINES OI EMPTY TGV[R LEO {r„ xtv1cpwRce�nc or unec[ [ s I 'ml mv.4haPFem o JGIy Lm[ ._ 2PI I saionAl EIBi'Dur under the 1.W' �_� 9M715 RMNW]NAM[R 6ME: Rry', 433951K3 D 0 YMM 4 s 18 'CME —1 me I — I MR m Nm IPAmx R+NRN[aC4"Rn WR ilil[Rm w—.- NII[ PRMpm [,RM R FPlrtu Aq I N'-I-lu' TyL W -Y WA NJA FMW[6 FIW1-P WIRY .1. HJR [ F/['-MIY IM[ W -Y WA AAIL'AN® 01101-0 KII[Y IP>[A MINA • I FJ1'-1-HAT VIID WY• WA FRLFiNd MOA -o WNNM [mwe . 11/W.I.IW IX,v x'.[• IMA N WA M9W •10/Y•hIW MMW Ia[v w [mAI • 7Ay-I.I V IyA W'-!• WA WWW II.I. .0 WW1N1/f FMXWNRMNMILZWWMVIIN W RME QN. t0 a[ RRNN[0 W T. ANTENNA SYSTEM MARKING AND LABELING 51MA NOW ro SCALE TOWER PROFILE S11A ACT M SGME FEES STRUCTURAL 04339ulE DATED 06 IV. INSTALL PROPOSED COM LINES OI EMPTY TGV[R LEO {r„ xtv1cpwRce�nc or unec[ [ s I 'ml mv.4haPFem o JGIy Lm[ ._ 2PI I saionAl EIBi'Dur under the 1.W' �_� 9M715 RMNW]NAM[R 6ME: Rry', 433951K3 D 0 YMM 4 s 18 'CME S600 ITT PERMIT AUTHORIZATION Advanced Engineering & Sciences 12975 Worldgate DMve Herndon, VA 20170 I hereby authorize American Tower Corporation to act as agent for ITT Corporation, Advanced Engineering & Sciences Division in the application for all permits and utility services associated with this site. ITT Corporation Advanced Engineering & Sciences Division An Indiana Corporation Y. Frank Pallante Title: Vice President of Contracts Date: 5'-- /7 -JydP COMMONWEALTH OF VIRGINIA COUNTY OF FAIRFAX The foregoing document was acknowledged before me this IP- day of 2009 by FCosa f; is lta. . who is personally known tome. WY IWWKYOf 1=Q:L TM blov TaltalrolM+rtlVSttes OUVU eta b*m rim !ia n roma aeuoa ��'rAli1rn11talonmmNes: r< 31,.�r� My COMI*ft E*M AVW 31, 2M Of 71%07 SCANNED U.S. Deportment of TmrgDWott«, Fedard Avldbn Adnlnlshdbn JAN -2 2008 Mr. Greg Hughes Contracts Manager, ADS -B Programs ITT Corporation Defense Electronics & Services 12975 Worldgate Drive Hemdon, VA 20170-6008 Re: Automatic Dependent Surveillance -Broadcast (ADS -B) Contract DTFAWA-07-C-00067 Dear Mr. Hughes: This letter serves to emphasize to you and your potential partners the importance of the Federal Aviation Administration (FAA) ADS -B contract which was awarded to ITT Corporation on August 30, 2007. The FAA is undertaking a dramatic modernization of the National Airspace System under a program entitled Next Generation Air Traffic Management Systems (NextGen). The ADS - B program is the cornerstone of the NextGen. ADS -B will provide technology that in the near term will enhance safety and in the longer term promise significant system capacity and efficiency benefits essential to meeting forecasted increases in air traffic demand. ADS -B is and will remain a high visibility program. Avionics manufacturers and aviation organizations/companies are relying on the FAA to meet the ADS -B implementation schedule. The FAA has begun full scale development of the ADS -B system with the award of the ITT contract and will begin nation wide deployment in the near term. Any support that can be given to ITT in the development and fielding of ADS -B infrastructure is strongly encouraged. The FAA considers this program an opportunity to significantly benefit the nation's transportation infrastructure with new technology. It is believed that just as in the introduction of the internet, there will be many spin-off opportunities, Richaid Day Vice President !` En Route and Occanic Sen•i¢es! i V SCANNED Generous, Bob From: Tim Jeske [TJeske@TCWR.NET] Sent: Wednesday, November 18, 2009 8:58 AM To: Generous, Bob Subject: RE: Planning Case 09-19 :•. Thank you for asking, it appears that we will not have interference with our radio communications. If so, we don't have any additional comments. Tim From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Wednesday, November 18, 2009 8:22 AM To: Tim Jeske Subject: FW: Planning Case 09-19 Tim: Is there anything else you would need. M From: Doug Ruwe[mailto:Doug.Ruwe@AmericanTower.com] Sent: Monday, November 16, 2009 11:19 AM To: Generous, Bob Cc: Doug Ruwe Subject: RE: Planning Case 09-19 =a As with any equipment mounted on American Tower owned sites, the users are licensed with the FCC for a specific frequency range. I have requested a copy of the FCC license. It should not interfere with any other radio equipment. Assuming all radio equipment, ITT's and the railroad's is operating correctly. Also, I have lost my notes for the meeting dates in December. Could you list the dates and times? Thanks, Doug Ruwe Project Manager- Site Development Services American Tower Corporation 21307 Rio Oro Dr Cornelius, NC 28031 704-975-6161 (cell) From: Generous, Bob[mailto:benerous@ci.chanhassen.mn.us] Sent: Monday, November 16, 2009 11:59 AM To: Doug Ruwe Subject: FW: Planning Case 09-19 Doug: How do you respond to the railroad's statement/request? :.1 From: Tim Jeske [mailto:TJeske@TCWR.NEf] Sent: Monday, November 16, 2009 10:28 AM To: Generous, Bob Cc: Bob Suko; Mark Wegner Subject: Planning Case 09-19 Robert, I am writing you in response to your notice pertaining to your planning case # 09-19 / PID: 25-8110240 for additional radio equipment to be added to an existing tower situated close to TCWR property by Lyman Boulevard. While we don't object to the structural element of this project we do have concerns pertaining to potential radio interference. We use radio communications to control train and maintenance traffic on TCWR and interference with these radio communications will cause operational and safety issues. If TCWR gets assurance that this project will not interfere with our current radio system or any future communication needs we would have no objections to this project. Tim Jeske Twin Cites & Western Railroad CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #90-3 PLANNING CASE #09-19 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an amended and restated conditional use permit for the following use which replaces Conditional Use Permit 90-3: A Conditional Use Permit for a 115 -foot tall, telecommunication tower 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Outlot B, Stone Creek First Addition. 3. Conditions. The permit is issued to American Tower Company and Merle and Jane Volk subject to the following conditions: a. The tower and antennas shall comply with the requirements in Chapter 20, Article XXX, Towers and Antennas of the Chanhassen City Code. b. A building permit is required for equipment pad and LP gas storage tank pad. c. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. d. The plans must be signed by appropriate design professionals. e. No signage, advertising or identification of any kind intended to be visible from the ground or other structures is permitted, except applicable warning and equipment information signage required by the manufacturer or by Federal, State, or local authorities. 4. Severability. In the event any provision of this permit shall be held invalid, illegal, or unenforceable by any court or competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 5. Notices. All notices, certificates and other communications hereunder shall be sufficiently given and shall be deemed given when mailed by certified mail, returned receipt requested, postage prepaid, with property address as indicated below. The City and the Association, by written notice given by one to the other, may designate any address or addresses, to be sent when required as contemplated by this permit. Unless otherwise provided by the respective parties, all notices, certificates, and communications to each of them shall be addressed as follows: To the City: City of Chanhassen Attn: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 To the Applicant: American Tower Attn: Doug Ruwe 21307 Rio Oro Drive Cornelius, NC 28031 To the Owner: Merle and Jane Volk 16925 County Road 40 Carver, MN 55315 6. Reimbursement of Costs. The Applicant shall reimburse the City for all costs, including reasonable engineering, legal, planning and administrative expenses incurred by the City in connection with all matters relating to the administration and enforcement of the within permit and the performance thereby by the applicant. Such reimbursement shall be made within fourteen (14) days of the date of mailing of the City's notice of costs as provided in Section 5 above. This reimbursement obligation of the applicant under this section shall be a continuing obligation throughout the term of this permit. 7. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. The City may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 2 8. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 9. Assignable. This conditional use permit is issued for the particular use and is not personal. The City shall be notified in writing at the address provided in section 5 above of any changes in the leasehold interest or ownership of the underlying property at least thirty (30) days prior to such change. 10. Criminal Penalty. Violation of the terns of this conditional use permit is a criminal misdemeanor. Dated: December 14, 2009 CITY OF CHANHASSEN M (SEAL) STATE OF NM*4NMOTA ) (ss COUNTY OF CARVER ) Tom Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of , 200_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 3 NOTARY PUBLIC b e� �e iM M i _ s wMaw+m.,.ek Y ILII iy I •� '\ rose. .�. VIPJF .: .y, IMe N zi OP SITE PLAN LANDSCAPING •�°X � ..iii i isu.,'oJ . � " n . 3" R. I n i LANDSCAPING SCHEDULE w: •� x � Y FS�TE PLAN VICINHY MAV I iV ixs •� C -to - OAP CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for: Commercial communication transmission tower to support cellular telephone service. 2. Property. The permit is for the following described property in the City of Chanhassen, Carver County, Minnesota: See attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: 1. Staff will approve the aesthetic design of the tower and building and the building should be consistent with other recently constructed telephone and public utility buildings in the area. 2. Staff will approve and document the tower shape and structure and that it's construction will follow that approval. 3. No other radio uses shall be approved without an addendum to the conditional use permit #90-3 which will come in before the Planning Commission and City Council. 4. ' Landscaping shall be installed as part of the approved landscaping plan. A letter of credit guaranteeing improvements will be required -before building permits are issued. 5. No lights or signage be placed on the tower or elsewhere on the site. 6. The tower shall be painted a flat color so that it blends in with the background. 4. Termination of Permit. The City may revoke the permit following a public hearing under any of the following circumstances: material change of condition of the neighborhood where the use is located and/or violation of the terms of this permit. 5. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Date: September 10, 1990 r Mr. John Uban September 11, 1990 Page 2 STATE OF MINNESOTA) ) SS COUNTY OF CARVER ) E CITY OF By: . City Clerk The foregoing instrument was acknowledged before me this --V'7 � day of , 19Y0, by Donald J. Chmiel, Mayor and Don Ashworth, v City Clerk of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation. Ri tL.9 / 1 _�/ . ='F , Drafted by: City of Chanhassen 690 Coulter Drive KAREN J. ENG-ELHARDT NOTARY PUBM _ I. ----,OTA Chanhassen, MN 55317 CARVER CO;":Ty (612) 937-1900 ►b w Frftsien me -es 10.19.91 EXHIBIT A That part of the Northwest Quarter of Section 22, Township 116, Range 23, West of the 5th Principal Meridian, Carver County, Minnesota, which lies southwesterly of a line drawn parallel to and distant 380 feet northeasterly of the centerline of County Road No. 18, as measured at right angles, and which lies southeasterly of a line drawn parallel to and distant 395 feet northwesterly of the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad, as measured at right angles. Except that part taken for County Road No. 18. Except that part taken for the Chicago, Milwaukee, St. Paul and Pacific Railroad. OFFICE OF COUNTY RECORDER STATE OF MINNESOTA COUNTY OF CARVER Filing Fee— This ee This is to certify that this document w f in tFFjj++��,�office he _day 0 19X( D.at�o'clock M. and was duly recorded as document no. 118396 . HANS NIR - by. JR.by. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on November 19, 2009, 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 Public Hearing for Amendment to CUP 90-3 — Planning Case 09-19 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 R day of Naiemhe r , 2009. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2009 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for an Amendment to Conditional Use Permit 90.3 to Proposal: allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 Applicant: American Tower Company Property 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen,mn.us/sery/plan/09-19.htmi. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227.1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any Interested party Is invited to attend the meeting. • staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commemiavindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal, Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included In the report to the City Council. If you wish to have something to be included In the report, lease contact the Plannino Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 1, 2009 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Amendment to Conditional Use Permit 90-3 to Proposal: allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 Applicant: American Tower Company Property 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain Input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/09-19.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952.227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the PI Inning Commission meeting. City Review Procedure; • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrlal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethingto be included in the report, lease contact the PlanningStaff person named on the notification. BRADLEY J & RENEE L VANBERGEN BRIAN N JOHNSON BRIAN T & SONYA A BENKSTEIN 2175 BOULDER RD 2207 BOULDER RD 2292 BOULDER RD CHANHASSEN MN 55317-7402 CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7400 CARL D RAY & SEN ZHAO CHAD A & JULIE M EVEN CHAD K & ROCHELLE E CURTIS 2245 STONE CREEK DR 2198 BOULDER RD 2187 BOULDER RD CHANHASSEN MN 55317-7420 CHANHASSEN MN 55317-7402 CHANHASSEN MN 55317-7402 CHADWICK HOUWMAN CHARLENE A STENDER CHASKA CITY 2219 BOULDER RD 2321 BOULDER RD C/O NOEL GRACZYK CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7401 1 CITY HALL PLAZA CHASKA MN 55318-1962 CHET A LARSON CHRISTOPHER E FINKE & DANIEL J & NANCY R LYNCH 2259 STONE CREEK DR CHRISTINA G FINKE 2255 BOULDER RD CHANHASSEN MN 55317-7420 2317 BOULDER RD CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7401 DAVID HESTER & DELORIS B HOLASEK TRUST DOUGLAS VERNON JOHNSON RENEE STEWART-HESTER C/O HOLASEK FARMS LP 2199 BOULDER RD 2015 STAHLKE WAY 2322 BOULDER RD CHANHASSEN MN 55317-7402 CHASKA MN 55318-3239 CHANHASSEN MN 55317-7401 EDWARD E & ELLEN L RAWSON GARY L FELDICK & GERHARD & HELENE A SCHOCK 2266 BOULDER RD DONNA G NOVAK 2309 BOULDER RD CHANHASSEN MN 55317-7400 2231 BOULDER RD CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 GERHARD G & SALLIE L BERGESON IND SCHOOL DIST 112 JAMES M & JENNIFER D 2220 BOULDER RD 11 PEAVEY RD LARRANAGA CHANHASSEN MN 55317-7400CHASKA MN 55318-2321 2318 BOULDER RD CHANHASSEN MN 55317-7401 JEFFREY J & KARLA M ALTHOFF JEFFREY L & GAYLE D SMITH JEFFREY P & SARAH L WENDORF 2326 BOULDER RD 2279 BOULDER RD 2291 BOULDER RD CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 CHANHASSEN MN 55317-7400 MERLE & JANE VOLK MATTHEW & ROBIN WARDEN C/O VERIZON WIRELESS MERLE L & ELIZABETH J OELKE 2308 BOULDER RD 180 WASHINGTON VALLEY RD 2242 BOULDER RD CHANHASSEN MN 55317-7401 ATTN: NETWORK R CHANHASSEN MN 55317-7400 BEDMINSTER NJ 07921-2120 MICHAEL & JACQUELINE R MROSKO MICHAEL D & BETTY WRIGHT RAYMOND E & 2305 BOULDER RD 2280 BOULDER RD LORRAINE K RUNYAN CHANHASSEN MN 55317-7401 CHANHASSEN MN 55317-7400 CHANHASSEN BOULDER RD CHANHASSEN MN 55317-7400 RICHARD J & CHERYL A HARTMAN ROLAND A STINSKI TRUSTEES OF C A HARTMAN TRUST C/O SKYLINE BUILDERS INC 2254 BOULDER RD 3647 MCKINLEY ST NE CHANHASSEN MN 55317-7400 MINNEAPOLIS MN 55418-1599 SCOTT A HANSON & CHRISTINE A HANSON 2267 BOULDER RD CHANHASSEN MN 55317-7400 THOMAS M & CAROLYN D THOMSON 2186 BOULDER RD CHANHASSEN MN 55317-7402 SCOTT T & NICOLE M BRUSH 2301 BOULDER RD CHANHASSEN MN 55317-7401 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN MN 55317-7401 STEVEN L & JON] L HANSEN 2208 BOULDER RD CHANHASSEN MN 55317-7400 ATC SITE NAME: HAZELTINE SITE INFORMATION ITT SITE NUMBER: ITTSV173-21 a, F� • • �" ATC SITE NUMBER: 81 388 CITY OF CHANHASSEN PROJECT TYPE: COLLOCATE ON EXISTING TELECOMMUNICATIONS TOWER WITH RECEIVED 2 10 01/09 ADDED GROUND EQUIPMENT CABINET, 10Kw EMERGENCY OCT 3 0 2009 "^'•" 1. POWER GENERATOR, AND 120 GALLON PROPANE TANK (•4 LOCATION: 2290 LYMAN RD CHANHASSEN PLANNING DEPT CARVER COUNTY, CHANHASSEN, MN 55317 0 9/22/09 SITE OWNER: AMERICAN TOWER CORP. CHLE OVERVIEW MAP LOCATION MAP SITE INFORMATION LIST OF DRAWINGS SUBMITTALS a, F� • • �" ,. - .,�r«w, ®.< 1. LATITUDE (GPS) 44' 50' 52" N ARCHITECTURAL REV. DATE INITIALS SH1 COVER SHEET 2 10 01/09 CHILE g ,r <"-p& a <r••^" ... 11"i # `'= • "^'•" 1. 2. LONGITUDE (GPS): 93' 34' 45" W (•4 'W"•+� �"�` -'� •"e., ""'"•" s SH2 GENERAL NOTES AND ABBREVIATIONS 0 9/22/09 PP 2 10/01/09 CHLE pm,yf <e•« c'- i .a ` •s`' �O .. 3. � El TOWER TYPE OF STRUCTURE. SH3 COMPOUND PLAN z}c�R� o,. ° ®LATTICE TOW ER H4 AND ANTENNA S TOWER PROFILE a•p, Un. y `-tea �" El MONOPOLE SPECIFICATION 0 9/23/09 CHILE •-r a'ew�-9n oda' e.o- _ — < L�~° .sd [ b• e,e 4. GROUND ELEVATION: 945' SHS ANTENNA INSTALLATION 0 9/22/09 PP 2 10/01/09 CHILE _ «..+„y,� ' � _ • J' � � ,iieq A.M.S.L IN FEET ( ) SH6 ANTENNA MOUNTING DETAILS r - . _ :1 s .f ° SH7 ANTENNA MOUNTING DETAILS (ISO) 2 10/01/09 CHLE <n«•am - � ++�< < • I `"-•.< @ "••<•"'•�g 5. PARCEL ID NO.: 9 4-321 31 32 SH8 PROPANE TANK DETAILS 0 9/22/09 PP c "�S-- cA•raw,_:._ J/r ,�""'°°'" •�-*• SH9 DETAILS z 10/01/09 CHILE ZONING DATA - ?a .. Ir• r....r.FL$�HO.d...E��.CT t s >v SH70 EQUIPMENT CABINET DETAILS 0 9/22/09 PP J11G 1. ZONING CLASSIFICATION: COMMERCIAL - ` • { " STRUCTURAL SH1I STRUCTURAL NOTES AND DETAILS 0 9/22/09 PP n I• .< _ _ X14 " " 2. JURISDICTION: CARVER COUNTY • <,r C 3. LEASE AREA: 10' X 13' EQUIPMENT PAD WITHIN F "' "'"' w•s` �'� `°° " 10' X 15' LEASE AREA ELECTRICAL — ! - 3'-6" X 3'-6" CONCRETE PAD FOR SITE DIRECTIONS SH72 ELECTRICAL NOTES 0 9/22/09 PP 2 10/01/09 CHLE ' g--uewe 120 GALLON PROPANE TANK. SH13 ELECTRICAL PLAN o TAKE I-494 TO HWY 7, EXIT WEST ON 7 GO ABOUT 9 MILES. GO THROUGH EXCELSIOR. TURN LEFT GO SOUTH ON HWY 41. CONTINUE SOUTH ON HWY 41 CROSSING HWY 4. HANDICAP REQUIREMENTS: FACILITY WILL BE UNMANNED SH14 ELECTRICAL RISER DIAGRAM 0 9/22/09 PP CONTACT INFORMATION 0 9/22/09 PP 5 GO ANOTHER 3/10 MILE TO CARVER CO ROAD /18. TURN LEFT (EAST) FOLLOW ALONG WINDING ROAD AND NOT FOR HUMAN HABITATION. HANDICAP SH15 RADIO CABINET INTERNAL ELECTRICAL PANEL 0 9/22/09 PP ITT CORP JUSTIN STALEY (LYNN BLVD ABOUT 1 MILE. TOWER IS SELF SUPPORTER ) ACCESS NOT REQUIRED. SH17 GROUNDING DETAILS CONTACT: (571) 203-3236 ON EAST SIDE OF THE ROAD, ABOUT 100 FT DRIVEWAY. 5. (1) PARKING SPACE REQUIRED, USE OF EXISTING SH77 GROUNDING DETAILS 2 10/01/09 CHILE POWER COMPANY: %CEL ENERGY FACILITY. I SH18 H -FRAME DETAILS 0 9/22/09 PP (800) 895-4999 APPLICABLE BUILDING CODES AND STANDARDS TELCO COMPANY: QWEST (600) 244-1111 PROPERTY OWNER: MERLE @ JANE VOLK CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS TELECOMMUNICATIONS INDUSTRY ASSOCIATION/ELECTRONIC INDUSTRIES ASSOCIATION ANSI/TIA-222-G, 16925 COUNTY RD 40 ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION FOR THE LOCATION. THE EDITION OF THE STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. CARVER, MN 55315 ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF THE CONTRACT AWARD SHALL GOVERN THE DESIGN. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING TOWER OWNER: AMERICAN TOWER CORP. EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM. 10 PRESIDENTIAL WAY BUILDING CODE: WOBURN, MA 01801 (781)-926-4500 TIA/EIA-222-F, IBC 2006 AND MINNESOTA STATE BUILDING CODE 2007. IEEE 1100 (LATEST EDITION), RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC TOWER REPRESENTATIVE: JAMES MCINTURF EQUIPMENT. (321)-225-4475 ELECTRICAL CODE: IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR ARCHITECT: JAMES R. JUSTICE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2005 (NEC) LOCATION CATEGORY 'C3" AND 'HIGH SYSTEM EXPOSURE"). 900 CIRCLE 75 PARKWAY SUITE 300 ATLANTA GA 30339 LIGHTNING PROTECTION CODE: NEPA 2000LIGHTNING PROTECTION CODE TIN 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. -, 770-308-1947 TELOORDIA, GR -1503 COAXIAL CABLE CONNECTIONS. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION TO THE FOLLOWING STANDARDS: FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS PE: JAIME REYES AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REOUIREMENT SHALL GOVERN. WHERE 8505 FREEPORT PARKWAY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). MANUAL OF STEEL CONSTRUCTION, ASD, NINTH THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC SUITE 135 EDITION. REQUIREMENT SHALL GOVERN. IRVING, TX 75063 972-999-8918 Ids License q J Adwww" &Wbowiq • falmeM 12975 Woddgale Drive O Notice: TM aoant contains company pm pnmy inia^a<nn It may not t,e reproduoad, or Intomatlon bare in dwfosed xi0io A w m consent of ITT Gory. AES, 1 D HAZELTIN E/ITTSV 173-21 2290 LYMAN RD F- am 1 a18 DRAWN By PP ATC JOB NO. 81388 2: CAGE CODE 9M715 O (•4 U zz 0 Q I) 1 J Q „ z , cpecificat -•ter`- u.:der my 1% L.cens License q or Engbwrrd forT Adwww" &Wbowiq • falmeM 12975 Woddgale Drive Hemdon, VA. 20170 Notice: TM aoant contains company pm pnmy inia^a<nn It may not t,e reproduoad, or Intomatlon bare in dwfosed xi0io A w m consent of ITT Gory. AES, 1 D HAZELTIN E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 am 1 a18 DRAWN By PP ATC JOB NO. 81388 CAGE CODE 9M715 or DRAWING NUMBER. SIZE. REV: 4339610 1 D 2 SCALE: am 1 a18 NONE or GENERAL NOTES 1. WORK SHALL BE IAW ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. ALL NECESSARY 16. VERIFY ALL EXMTING DIMENSIONS PRIOR TO PERFORMING WORK. LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PND FOR BY THE CONTRACTOR. 17. VERIFY THE LOCATION(S) OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. 2. m CORP. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL INCLUDING, BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. IIT CORP DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL OR THE EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. 3. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE, ATE HIS/HER EXPENSE, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTRE PROJECT, WHICHEVER IN GREATER. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR EXTRA COMPENSATION FOR THE WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. 5. THE GENERAL CONTRACTOR AND EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGEN, SHALL BE COMPILED WITH. 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATIONS OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CML, OR ARCHITECTURAL WORK. 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING. OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFUCTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 8. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER UNE OF ELEMENTS, UNLESS NOTE OTHERWISE. CRITICAL DIMENSIONS SHALL BE VERIFIED WITH THE CONSULTANT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING. SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. IAW ALL APPLICABLE CODES, STANDARDS, AND BEST CONSTRUCTION PRACTICES. 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHIALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE CONSULTANT SHALL BE THE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 15. THE CONTRACTOR AS REQUIRED TO OR OTHER CONSTRUCTION BING, ELECTRICAL OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILINGS, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SMALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS, WALLS, AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 18. IN RAW LAND CONDITIONS, THE TOWER FOUNDATION STRUCTURAL STEEL IS TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL IS TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON REWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY. ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COST ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY OWNER. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19, 20 AND 21 ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 23. THESE PUNS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE BUILDING CODES AND IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR/SUB CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 24. IF THE GENERAL CONTRACTOR OR SUB CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, THEN IT IS THE GENERAL CONTRACTOR/SUB CONTRACTOR RESPONSIBILITY TO PROVIDE IT CORP/AMERICAN TOWE WITH 4 COPIES OF THE NEW CHANGES FOR THERE APPROVAL BY THE OWNER/ GOVERNMENTAL BUILDING AUTHORITIES BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FOR THE GOVERNMENTAL BUILDING AUTHORITIES DURING AND AFTER THE EXECUTION OF WORK. 25. THESE PUNS AND SPECIFICATIONS SFWL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION, AND SHALL NOT RELIEVE THE GENERAL CONTRACTOR/SUB CONTRACTOR, AND/OR SUPPUER/ MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT PRODUCT WHEN/ IF ADDITIONAL ITEMS ARE REQUIRED TO MEET THE MINIMUM SPECIFICATION. IF ANY ITEMS ARE NEEDED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION. THEN IT SFWl BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REWIRES A LARGER HE E, (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING. INCREASED , (LE. STRUCNRAL ELEMENTS), REDUCE SPACING, AND/OR INCREASED ERSTOOD TO BE INCLUDED IN 7HE BID/PROPOSAL. THESE PLANSNT AS A GUIDE AND ALL ITEMS REASONABLE INFERRED SHALL BE DEEMED TO BE INCLUDED. LEGEND BuILdNG/WALL/DErAIL SECTION LARGE SCALE DETAIL DETAIL NUMBER A DETAIL NUMBER e SHEET NUMBER A -t WHERE DETAILED SHEET NUMBER c A -t REFERENCED DRAWING I ABBREVIATIONS A/C NR CONDITIONER ACP ACOUSTICAL CEILING PANEL A.F.F. ABOVE FINISHED FLOOR ALT. ALTERNATE AMS.L ABOVE MEAN SEA LEVEL ALUM. ALUMINUM AMC. ANCHOR L ANGLE ARCH. ARCHrTECTURAL O AT BD. BOARD B.F.F. BELOW FINISHED GRADE BLDG. BUILDING BLK. BLOCK BM. BEAM DOT. BOTTOM BUR BUILT UP ROOF CER. CERAMIC C.J. CONTROL JOINT (i CENTER LINE CLC. CEILING CLR. CLEAR CMU CONCRETE MASONARY UNIT CPT. CARPET CONC. CONCRETE COL. COLUMN CONST. CONSTRUCTION CONT. CONTINUOUS C.T. CERAMIC TILE CTR. CENTER C/W COMPLETE WITH D.F. DRINKING FOUNTAIN DA./0 DIAMETER DN. DOWN D.S. DOWN SPOUT DTL DETAIL EA. EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ. EXPANSION JOINT ELEC. ELECTRIC/ELECTRICAL EL ELEVATION E.P. ELECTRICAL PANEL EQ. EQUAL E.W. EACH WAY EXP. EXPANSION EXT. EXTERIOR F.D. FLOOR DRAIN F.E.C. FIRE EXTINGUISHER SHELTER F.H.C. FIRE HOSE EQUIPMENT FIN. FINISH FIN. FLR. FINISH FLOOR FLR. FLOOR FTG. FOOTING CA GAUGE GALV. GALVANIZED GEN. GENERAL GYP. GYPSUM GB. GYPSUM BOARD H.C. HANDICAPPED HK. HOOK H.M. HOLLOW METAL HOR. HORIZONTAL HR. HOUR NT. HEIGHT AW IN ACCORDANCE WITH INSUL INSULATION INT. INTERIOR Jr. JOINT LA LAYER LAM. LAMINATED LF. LINEAL FOOT MANUF. MANUFACTURER MATER. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MH MANHOLE MM. MILUMETER MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MPH MILES PER HOUR M.S.L. MEAN SEA LEVEL MTI_ METAL N.G.V.D. NATIONAL GEODITC VERT. DATUM N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE OZ. OUNCE It PLATE PLYWD. PLYWOOD PR. PAIR P.S.I. POUNDS PER SQUARE INCH P.S.F. POUNDS PER SQUARE FQUT P.T. PRESSURE TREATED RAD. RADIUS R.C. RADIAL CENTER R.D. ROOF DRAIN RECEP. RECEPTACLE REINF. REINFORCED/REINFORCING REO'D. REQUIRED RM. ROOM RTU ROOF TOP UNIT R/W RIGHT OF WAY SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT SIM. SIMILAR S.P. SPLICE POINT SQ. FT. SQUARE FEET S.S. STAINLESS STEEL STD. STANDARD STL STEEL STOR.STORAGE STRUC. STRUCTURAL SUSP. SUSPENDED TEMP. TEMPORARY THK. THICK THICKN. THICKNESS T.O. TOP OF T.O.S. TOP OF STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VCT VINYL COMPOSTION TILE AF VERIFY IN FIELD VERT. VERTICAL W/ WITH WD. WOOD WWM WELDED WIRE MESH IMPORTANT NOTICE I PROJECT INFORMATION I THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. FIT CORP. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF, THE CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. I- THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT ROOM AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF AIRPLANE COMMUNICATION. 2. m CORP/AMERICAN TOWER CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY RT CORP. AMERICAN TOWER EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOUD WASTE WILL BE GENERATED AT THIS LOCATION. 6. ITT CORP/ AMERICAN TOWER MAINTENANCE CREW, (TYPICALLY ONE PERSON), WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. A4aWla'YAaHeN Ion. 0T I direct the nl Name: Raphael 1. Moha ture: 0/73 License t 44557 ITT 12975 Woddgate Drive Herndon, VA. 20170 Notice: TIAsi ot nlmnvirsmmDaM D"DPpNrynlw n N m,or,ol0e reDrodce ua. o torma,ce Upn In 9scbae0 xi1MN w,Xlen [Doom d ITT Cap, AES. HAZELTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO.: 81388 CAGE CODE 9 M 715 I DRAWRIGNUMBER: O�/ REV: 433961K3 LL 0 I SCALE: s>p* 2 a 18 NONE Z O U z O Q J Q J EiS- , ER ryrLIL. z:.:�n.specit Or under ... ?-N LIC Ion. 0T I direct the nl Name: Raphael 1. Moha ture: 0/73 License t 44557 ITT 12975 Woddgate Drive Herndon, VA. 20170 Notice: TIAsi ot nlmnvirsmmDaM D"DPpNrynlw n N m,or,ol0e reDrodce ua. o torma,ce Upn In 9scbae0 xi1MN w,Xlen [Doom d ITT Cap, AES. HAZELTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO.: 81388 CAGE CODE 9 M 715 DRAWRIGNUMBER: SIZE REV: 433961K3 D 0 I SCALE: s>p* 2 a 18 NONE COMPOUND NOTES 1. THE MINIMUM LOWEST FIRST FLOOR ELEVATION SHALL NOT BE LESS THAN 4• ABOVE CROWN OF ROAD, OR THE FEDERAL AND/OR COUNTY FLOOD CRITERIA ELEVATION, WHICHEVER IS HIGHER. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL SUBMITT AN ELEVATION CERTIFICATE UPON THE COMPLETION OF WORK. 2. WORK OUTSIDE OF THE PROPERTY LINE INCLUDED IN THIS SET OF DRAWINGS SHALL BE, BUT NOT LIMITED TO, DRIVEWAYS, SODDING TO ASPHALT LINE AND UTILITY CONNECTIONS. 3. THE GENERAL CONTRACTOR AND SUB CONTRACTOR SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING A BID AND PROCEEDING WITH ANY WORK. IT IS RECOMMENDED THAT THE GENERAL CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITTING A BID AND BEFORE PROCEEDING WITH ANY WORK. 4. SOIL AT THIS SITE IS ASSUMED TO BE ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY ITT CORP. AND THE OWNER BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS. 5. BURY PHONE, AND ELECTRICAL SERVICE NO LESS THAN 18• BELOW THE FINISHED GRADE, WITH A 1'-O• RADIUS SAND BACKFILL AROUND PIPES. COORDINATE WITH ELECTRICAL DRAWINGS. 6. IN ORDER TO AVOID ANY CONFLICTS, THE GENERAL CONTRACTOR SHALL COORDINATE ALL OF HIS SUB CONTRACTORS AND PRACTICAL TRADES. 7. ALL SOILS TO BE REMOVED FROM SITE AND PROPERLY DISPOSED OF OFF PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, REMOVAL AND DISPOSAL SHOULD BE COMPLETED ALONG WITH DISPOSAL DOCUMENTATION. 8. BURNING OF DEBRIS IS NOT ALLOWED. 9. SILT FENCING SHALL BE EMPLOYED IF DEEMED NECESSARY. GENERA NOTES: • HEIGHT: EXCLUDING THE TOWER, NO EXISTING OR PROPOSED STRUCTURE (INCLUDING EQUIPMENT) WILL EXCEED THE HEIGHT LIMITATIONS OF THE DISTRICT. *LIGHTING: THE PROPOSED INSTALLATION AND EXISTING FACILITY WILL MEET OR EXCEED ALL FAA AND FCC REGULATORY REQUIREMENTS. • GRADE: EXISTING GRADE WILL BE MAINTAINED FOR PROPOSED CONSTRUCTION. • PARKING: ONE PARKING SPACE IS REQUIRED, ONE EXISTING. • SIGNAGE: EXTERIOR SIGNS ARE NOT PROPOSED EXCEPT AS REQUIRED BY THE FCC. • STORM WATER CONTROL THE PROPOSED FACILITY WILL RESULT IN AN INSIGNIFICANT INCREASE IN STORM WATER RUNOFF. CONSEQUENTLY, NO WATER QUALITY CONTROL DEVICES ARE PROPOSED. • UTILITIES: SANITARY SEWER SERVICE AND POTABLE WATER ARE NOT APPLICABLE PER THE USE. IF APPLICABLE, SUBCONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATING. • DRNEWAY: A DRIVEWAY PERMIT IS NOT REQUIRED FOR THIS PROJECT. THE PROJECT WILL NOT REQUIRE RIGHT-OF-WAY OR PROPERTY TO BE DEDICATED FOR PUBLIC USE. •MISC: NO NOISE, SMOKE, DUST, VAPORS OR ODOR WILL RESULT FROM THIS PROJECT. COMPOUND VIEW 20' X 100' PAVED ACCESS DRIVE EXISTING CHANUNK FENCE W/3 -STRAND BARBED WIRE (1) PARKING / SPACE PROPOSED ITT POWER ROUTING c ^d PROPOSED ITT TELCO ROUTING Ci� Y v 1O _ TL. ` GRAVEL \ SURFACES \ 10. r\ \ 10' SPARK BUFFER ry PROPOSED.Y3' \d PROPOSED TT / \ 10' X 13' / 120 OCL EQUIPMENT PAD PROPANE TANK \ WITHIN 10' X 15' LEASE AREA /. \ PROPOSED ITT LATTICE Y n H–FRAME TONER PROPOSED ITT 0p\Qc;� 4 3._8. X 3._6. CONCRETE PAD EXISTING ��' 1- / FOR 120 GALLON LESSEE/USR EER tQ / PROPANE TANK 4 J SHELTER X SP x PROPOSEDfR GPS (2) A ATTACHED TO THE ICE Y b BRIDGE IN TWO PLACES \ 'S� .Yh PROPOSED ITT 8' MINIMUM SEPARATION o. \ / tiQ / "� GAS LINE ROUTING \\\\ PROPOSED ITT 4Q ICE BRIDGE PROPOSED ITT LP GAS GENERATOR — PROPOSED ITT NEMA 3R 18• X 12• X 6• BOX PROPOSED ITT CABINET N COMPOUND PLAN NOTE: SH3 SCALE: 1•=5' (BASED ON 24X36 •D• PAPER SIZE) SEE PROPOSED ICE BRIDGE, SHEET 9 TRUE NORTH SCALE: 1•=10' (BASED ON 11X17 •B• PAPER SIZE) J ON -RAWNGNUMBERSIZE: I..L REV. 433961K3 D Z vm 3 s 18 O (3 U z O Q LLJ J Q S II LP direct I 11 A the Name: __ lohan ed l0bld") License M 44557 Engineered for life AdV*nmd Ill"hwMN Al Sull w 12975 Woddgate Drive Herndon, VA. 20170 Nofice: Tn. doament mntoni can ypl on lny i�lotnuEon I'. may not be reproduced, or tnimmaBoa hone F tlisdosed wNwut written wnunt of ITT Corp, AES. HAZELTI NEIITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO.: 81388 AGECODE I 9M715 -RAWNGNUMBERSIZE: REV. 433961K3 D 2 vm 3 s 18 SCALE: NONE LINE/ANTENNA NOTES 1. SEE DRAWING SHEET 3 FOR COMPOUND PLAN. 2. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FOR THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 3. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 4. NORTH ARROW SHOWN ON THE PLANS REFERS TO TRUE NORTH. THE GENERAL CONTRACTOR/SUB CONTRACTOR SHALL VERIFY NORTH AND NOTIFY ITT CORP/TBD OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUNDING CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 7. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF B" RADIUS. B. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED CONNECTOR SUCH AS A T&B 32007 OR AN APPROVED EQUAL PART. 9. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 10. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMOWELDING WITH COLD GALV. PAINT. It. SEAL ALL CONDUITS PENETRATIONS INTO STRUCTURES AND ALL CONDUIT OPENINGS WITH A SILICONE SEALANT. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE ITT CORP. RADIO FREQUENCY THRU ENGINEER. THESE TESTS SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. 13. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING ITT CORP. WITH TIME DOMAIN REFLECTOMETER TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 14. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 15. ALL JUMPERS TO THE ANTENNAS FROM A MAIN TRANSMISSION LINE WILL BE 1/2" DIA. AND SHALL NOT EXCEED 6'-0". 16. ALL COAXIAL CABLE WILL BE GROUNDED PRIOR TO ENTERING THE EQUIPMENT SHELTER AND AS SPECIFIED IN THE ELECTRICAL DRAWINGS. 17. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORTING STRUCTURE AT DISTANCES NOT TO EXCEED 4'-0" WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS. 18. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS. THE CONTRACTOR MUST FIELD VERIFY ALL ANTENNA CABLE LENGTHS PRIOR TO ORDER. 19. ALL MAIN CABLES WILL BE COLOR CODED AT THREE LOCATIONS IAW DETAIL B, SHEET 4. A. AT THE ANTENNA PRIOR TO JUMPER B. AT THE CABLE BRIDGE EDGE AT BASE OF TOWER C. AT THE EQUIPMENT PRIOR TO JUMPER 20. RF CONNECTIONS SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. LOOSE CONNECTIONS WILL BE THE CONTRACTORS RESPONSIBILITY TO CORRECT. A CALIBRATED TORQUE WRENCH SHALL BE USED ON ALL RF CONNECTIONS. 21. CONTRACTOR IS TO CONFIRM ANTENNAS SPEC (MODEL, QUANTIFIES, AZIMUTHS AND ANTENNA MOUNT HEIGHT) WITH ITT CORP/CONSTRUCTION MANAGER PRIOR TO INSTALLATION FINAL ANTENNA 6 MOUNT ADJUSTMENTS SHALL BE COMPLETED USING A MODEL # SPAA05-NEX. INFORMATION CAN BE FOUND ON THE WEB AT WWV.SPAA05.CDM/INDEX.PHP FINAL DATA SHALL BE INCLUDED IN THE CLOSE-OUT PACKAGE. NEW ITT CORP ANTENNAS (TYP. OF 5) AND (1) VERTEX ANTENNA. ffT CORP PROJECT MANAGER TO PROVIDE ACTUAL ORIENTATION OF ANTENNA. ATC STRUCTURAL AND CENTER OF MOUNT = 95'-0" PROPOSED ITT CORPORATION 99'-3" ANTENNA RAD CENTER PROPOSED ITT CORPORATION �93'-6" ANTENNA HT. O BOTTOM OF MOUNT \ A.G.L. ANTENNA EXISTING--- XISTING 7/8' VER (15) 7/8' COAX CABLES PROPOSED ITT \U0� (5> 1 5/8' AND (1) 7/8' COAX CABLES TRUE NORTH COAX LAYOUT DETAIL NOT TO SCALE mffEMNA WIB( 4iIDR TYPE SIATL15 AmrEmNA COAm CANE AZMUTM COAIIML COAA'NL CABLE AN1fORN O rTID LD04Tcoi (a-MDRM COLOR CODE SME—NW—LENGTH COISTAXMTION RADMTIOM CENTER TW A-1 A PROPOSED 5100 1) BOTTOM D—W RED • 1 5/8--1-123' TX/RX 99'-3' N/A A-2 A PROPOSED 51004-() WT 9D -18O BLUE • 1 5/8--1-123' TX/RX 99'-3' N/A A-3 A PROPOSED 51004-D BOT*OM 18D-270 GREEN ' 1 5/8--1-123' 1R/rX 99'-3' N/A A-4 A PROPOSED 51004-D BOTTOM 270-360 BROWN ' 1 5/8'-1-123' TX/RX 99'-3' N/A B-2 B PROPOSED 5100-A BOTS N/A YELLOW • 1 5/8'-1-123' TX/ID( 99'-3- N/A C-2^ C YERfEX PROPOSED 101v VPD NTITOM MAWS WHITEYELLOW • 7/8'-1-123' 1%/qX 9J'-3' N/A • (5) 1 5/8' COAX LINES AND (1) 7/8- COM( ME TO BE THE MNL CONFIGUPAnON. ^ SNE DEPENDENT. RF INFORMATION TO BE PROVIDED BY m. - ANTENNA SYSTEM MARKING AND LABELING NOT TO SCALE 115'-0" TOP OF STEEL EXISTING VERIZON 114-0 A. PROPOSED ITT CORPORATION ANTENNA RAD CENTER PROPOSED ITT CORPORATION ANTENNA HT. ® BOTTOM OF NOTE, PER STRUCTURAL #43396122 DATED 06/03/09 INSTALL PROPOSED COAX LINES ON EMPTY TOWER LEG. OF STEEL A TOWER PROFILE SH4 NOT TO SCALE Lo w O. C9 I - Z W 1= U V) �} W NOTE: NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER ANALYSIS REPORT, (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. THE CONTRACTOR, PRIOR TO CONSTRUCTION, SHALL RENEW THE APPROVED TOWER STRUCTURAL ANALYSIS SUPPLIED BY IIT CORP/AMERICAN TOWER AND MODIFY IF REQUIRED ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION OF ANTENNAS AND COAX. NOTE: THE CONTRACTOR SHALL PROVIDE PROPER RING MOUNT. ALL MOUNTING PIPES, ALL ATTACHMENT PLATES AND BOLTS REQUIRED FOR PROPER AND COMPLETE INSTALLATION. SUBMIT ALL SHOP DRAWINGS FOR APPROVAL COORDINATE ANTENNA ATTACHMENT WITH TOWER ANALYSIS REPORT. J 0N 1..6- Z 0 0 z License En life T AbAneM MVkwMfry t te1� 12975 Woddgate Drive Herndon, VA. 20170 Notice: T. mw tcameos �Y PmwK' Mrw wl n m.y mt be reprotluce0. or infoemation Here in aiee dcaiman w,men mneem er" cam. AEs. HAZELT I N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP -7 ATC X)8 NO.: 81388 CAGE CODE 9M715 0 DRAWING NUMBER: SRE REV. Q D J � WI Q WR! 4 a 18 NONE >1 ,. L ..831 License En life T AbAneM MVkwMfry t te1� 12975 Woddgate Drive Herndon, VA. 20170 Notice: T. mw tcameos �Y PmwK' Mrw wl n m.y mt be reprotluce0. or infoemation Here in aiee dcaiman w,men mneem er" cam. AEs. HAZELT I N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP -7 ATC X)8 NO.: 81388 CAGE CODE 9M715 daect ti:c DRAWING NUMBER: SRE REV. 433961 K3 D I 0 SCAJF WR! 4 a 18 NONE daect ti:c TO BE PROVIDED BY ITT c A ANTENNA INSTALLATION SHS SCALE: NOT TO SCALE .� aan License Enfflnwmd T 12975 Woddgate Drive Hemdon, VA. 20170 Notice: IIt may nol D reproduced, or infann.t. here in disclosed wil ui wrMen concent of ITT Cory, AES HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY PP o Q p ATC JOB NO: 8 1 380 CAGECODE 9M715 DRAWING NUMBER: sa REV: 433961K3 ID 0 SCALE:sur 5 t< 18 NONE J O ry f - z O U z O Q ry J J Q speciiicau n, or c laws of License Enfflnwmd T 12975 Woddgate Drive Hemdon, VA. 20170 Notice: IIt may nol D reproduced, or infann.t. here in disclosed wil ui wrMen concent of ITT Cory, AES HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY PP o Q p ATC JOB NO: 8 1 380 CAGECODE 9M715 DRAWING NUMBER: sa REV: 433961K3 ID 0 SCALE:sur 5 t< 18 NONE V ARM ASSEMBLY HDSA12, OR EQ. ANTENNA, DB SYSTEMS 51DOA-D ADS -B, QTY. 2, (1090) PIPE ADAPTER DB SYSTEMS P/N 510500-100 CONNECT -IT DAP -2-4P ANTENNA PLATE OR EQ., TYP. (2) `VALMONT 83130 UNIVERSAL / PIPE TO PIPE ADAPTER KR / OR EQ. TYP. CLAMP LIGHTNING ROD ASSY, DB SYSTEMS P/N 510625-100 OR EQ., TYP. 18� I (RAD CENTER) 106^ 77" 4' DIA PIPE (3-1/2' NPS SCD 40) 36^ V14"C 0' . 2�^ CONNECT -IT 6' STANDOFF MOUNT, HS6 I" DIA MOUNTING PIPE (3-1/2' NPS SCD 40) (23/PI 85 SCD 40) INSTALL ONLY IF REQUIRED, SEE PROPOSED ANTENNA AND COAXIAL SCHEDULE. REMOVE DRAIN PLUGS. e• J T (RAD CENTER) GENERAL DYNAMICS MODEL 101V VPD ANTENNA VERTEX RSI (1030) OR ANTENNA ASSOC M205 (1030) 510OA— D ADS—B ANTENNA (1090) WITH OPTIONAL 101V VPD ANTENNA (1030 A ANTENNA MOUNT DETAILS SH6 NOT TO SCALE sNOTES' '—o' A. LIGHTNING RODS ONLY INSTALLED WHEN ITT IS AT THE TOP OF THE TOWER OR ONLY TENANT ON TOWER (TO BE SUPPLIED BY ITT) B. TORQUE ALL 1/2' HARDWARE TO 50-60 FT -LBS. C. TORQUE ALL 5/8' HARDWARE TO 100-120 FT -LBS. CONNECT -R STIFF ARM ASSEMBLY HDSA12, OR EQ. LIGHTNING ROD ASSY, DB SYSTEMS P/N 510625-100 OR EQ., TYP. ANTENNA, DB SYSTEMS 5100A ADS -B, QTY. 1, (UAT) VALMONT E13130 UNIVERSAL PIPE TO PIPE ADAPTER KR OR EQ. TYP. CLAMP SWIVEL CONNECTION 4^ DIA MOUNTING PIPE (3-1/2' NPS SCD 40) ANTENNA CONNECTORS THE TORQUE TO ATTACH THE CONNECTOR TO THE ANTENNA IS 15-20 INCH -LBS. DO NOT OVER -TORQUE THE ANTENNA CONNECTOR. THE CORRECT MANUFACTURER -SUPPLIED TORQUE WRENCH IS ANDREW P/N 244379. NOTICE THE UNIT OF MEASUREMENT - ANTENNA CONNECTOR TO BE INSTALLED WITH INCH -LHS ONLY. 18�^ (RAD CENTER) 107^ TWO (2) ANDREW 77" BC -35-14 TESSCO #448849 PIPE ADAPTER DB SYSTEMS P/N 510500-100 68^ -R 6' j5 2 36^ MAsr PIPE — GROUND 4^ DIA PIPE (3-1/2^ NPS SCD 40) CONNECT -TT GP20-40 (DO NOT FIELD CUT) 5100A ADS—B ANTENNA (UAT) .Y>Rlsv.nea R ep i1 'v;''a�.l I. W Englaamed T A dvanwd 0 11 M t IeU1i 12975 Woddgate Drive Herndon, VA. 20170 Notice: This deo,mem ta wnies wmoany emodetanmr inm to� I: may not oe reproduced, or information herein diu dvMnout wrftm wr.nt o11TT Cory. AES, HAZELTI NE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO, 81388 --=I 9M715 J 0�/ D 2 va' x Of F_ Z O U z O Q Q W J U ES~_ _ jhrt v er' specil was ,i,. . oder i1 'v;''a�.l I. W Englaamed T A dvanwd 0 11 M t IeU1i 12975 Woddgate Drive Herndon, VA. 20170 Notice: This deo,mem ta wnies wmoany emodetanmr inm to� I: may not oe reproduced, or information herein diu dvMnout wrftm wr.nt o11TT Cory. AES, HAZELTI NE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO, 81388 --=I 9M715 OC I 433961 K3 D 2 va' x NONE OC I *'1'O �Oq k SOpp ORTfd TO TOa O R S/dF STAND OFF BR, OT 6 1/2 SNAP IN NOTES, A. LIGHTNING RODS ONLY INSTALLED WHEN ITT IS AT THE TOP OF THE TOWER OR ONLY TENANT ON TOWER (TO BE SUPPLIED BY ITT) B. TORQUE ALL 1/2' HARDWARE TO 50-60 FT -LBS. C. TORQUE ALL 5/8' HARDWARE TO I ANTENNA CONNECTORS THE TORQUE TO ATTACH THE CONNECTOR TO THE ANTENNA IS 15-20 INCH -LBS. DO NOT OVER -TORQUE THE ANTENNA CONNECTOR. THE CORRECT MANUFACTURER -SUPPLIED TORQUE WRENCH IS ANDREW P/N 244379. NOTICE THE UNIT OF MEASUREMENT - ANTENNA CONNECTOR TO BE INSTALLED WITH INCH -LBS ONLY, ALL GROUNDING AT RAD CENTER TO TERMINATE AT RAD CENTER BUSS BAR—USE #2 STRANDED LUGGED INTO THE BUSS BAR PER DETAIL C IN SHEET 17. J /-Ol/ LL_ F— ];;7 O CD U z ire_ Lt....i15e ,� TT Advrro...n.N....rn. A $0 12975 Worldgate Drive Herndon, VA. 20170 Notice: This aoammt innlams mmoany o,o Wr, nlotmalion It may not oo reproducam, or information bane In d,s d "Irn t written mnaent of ITT Cory, AES. HAZELTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 UuV'NBY PP .TUDB NO, 81388 cAGECODE 1 9M715 (AS REQUIRED PER RF)DRAWING NUMBER. SIZE: IREv: A ANTENNA MOUNT DETAILS 433961 K3 D 2 10 SH7 NOT TO SCALE SCALE:s¢r 7 a 18 NONE or I O Q J C) I _ U)_ ire_ Lt....i15e ,� TT Advrro...n.N....rn. A $0 12975 Worldgate Drive Herndon, VA. 20170 Notice: This aoammt innlams mmoany o,o Wr, nlotmalion It may not oo reproducam, or information bane In d,s d "Irn t written mnaent of ITT Cory, AES. HAZELTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 UuV'NBY PP .TUDB NO, 81388 cAGECODE 1 9M715 (AS REQUIRED PER RF)DRAWING NUMBER. SIZE: IREv: A ANTENNA MOUNT DETAILS 433961 K3 D 2 10 SH7 NOT TO SCALE SCALE:s¢r 7 a 18 NONE or I —�V TRENCH CAUTIONARY TAPE FINISHED GRADE, OR GROUND COVER MATCH SLOPE AND THICKNESS OF EXISTINGW// COMPACTED BACKFILL SATISFACTORY NATIVE UNDISTURBED SOIL �Ok IMPORTED SOIL a v SAND 1) 3/4' HIGH PRESSURE LYPIPE' FOR PROPANE DIRECT BURIED CONDUIT SH8 NOT TO SCALE 10' THK. CONC. SLAB — 5000 PSI W/ APPROVED WIRE MESH REINFORCEMENT (BOTH DIRECTIONS) a CHAMFER 4' 157 CRUSHED STONE MA RIAL ON LANDSCAPE WEED BARRIER ON WELL COMP. FILL -GNI E (2) /5 REBAR AROUND PAD 120 GAL. PROPANE TANK PAD SECTION NOT TO SCALE 2ND STAGE_ REGULATOR/GUAGE LONGEST RUN = 318'-0' Cur TO GEN GROUND TO GENERATOR LOCATION NOTE: CONTRACTOR VERIFY EXACT LOCATION OF GAS ROUTING IN FIELD. FBC GAS TABLE 402.4 (24) / � 1//210 ((MIN.) HIGH PRESSURE 'POLYPIPE' 24' MIN. UNDERGROUND TO GENERATOR LOCATION. NOTE: CONTRACTOR TO FIELD VERIFY TOP OF SLABEXACT LOCATION OF GAS ROUTING. LONGEST RUN 395'-0' FBC GAS TABLE 402.4 (31) POLYPIPE TO GENERATOR PENETRATION PIPING ISOMETRIC TERMINATION CANNOT EXCEDE 70' C SH8 NOT TO SCALE 2 AWG CONDUCT R TO C RING (TYP.) IN C CONDUIT AND SILICONE WITH EXPANSION BOLT ! PART / 59124, BOLT " 31 SB, PART j 59135 P?.•. tEBAR AROUND PERIMETER SUB 120 GAL. PROPANE TANK PAD ELEVATION NOT TO SCALE 20 GAL CYLINDER TANK 1-1/2' z 18 GAUGE ATL. STRAP (TYP. OF TWO PER LP. G. CYLINDER TANK) W/ 1/2' z 6' EXP. 3OLT U. END PATIO ANCHOR WITH EXPANSION BOLT MODEL # MICS2, PART / 59124, BOLT NUT MODEL / B1SB, PART 59135 G 120 GAL. PROPANE TANK PAD PLAN SHB NOT TO SCALE Da DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WrrHOUr PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ITT CORPORATION, AES, HERNDON VA 20170. LiOCOLc 4 ITT W Engmwred for life Ahan"d –III' -1/! ia6Moimill, 12975 Woddgate Drive Herndon, VA. 20170 Notice: TIM oo,.l mndvn mean DW Klan iikMaOni II may not oo mproduc , or informant Nara In dlsa a..iinn�i wm�n wsemorin enrp. nEs. H AZ E LT I N E/ I TTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAANBr PP ATC JOB NO.: 81388 cAGECODE 9M715 J DRAWING NUMBER: 0 RR 4339611 ry 0 I SCALE sacT 8 a 18 NONE Z O U z O Q J 0 �I J q., J f'—^ R J.:•. c Specificati under Toy i,cnse x '..,•:,. ti of LiOCOLc 4 ITT W Engmwred for life Ahan"d –III' -1/! ia6Moimill, 12975 Woddgate Drive Herndon, VA. 20170 Notice: TIM oo,.l mndvn mean DW Klan iikMaOni II may not oo mproduc , or informant Nara In dlsa a..iinn�i wm�n wsemorin enrp. nEs. H AZ E LT I N E/ I TTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAANBr PP ATC JOB NO.: 81388 cAGECODE 9M715 or DRAWING NUMBER: Sa RR 4339611 D 0 I SCALE sacT 8 a 18 NONE or IY�!• MOPE I SUPPORT POST CAP 30, / \\ (MIN) Z 1 I O 1 2 FT. HORSE WAD W/U-BOLTS FOR 3 1/2)- W PPE m 1 z UNIVERSAL CABLE LADDER TWO (2) PROPOSED fR GPS ANTENNA -e FT MIN SEPARATgN FOR' H -FRAME REMOVED I I (COMIEGT_10. .-. Q KIT BETWEEN GPS FOR CLARITY 1 / J ' REFER TO SHEET 17 \ / � DETAIL C Ff32 DTE /2A O' x 2+• WIDE 12 GAUGE GRIP STRUT I GROUND BAR DETAILS T -BRACKET TO SUPPORT 1/2" z (h OWER MEMBER /2 AWG TINNED 02 INSULATED ;I (TEM SOLD COPPER COAX JUMPERS COPPER JUMPERS x a f f z 24• WIDE 7W0 Cl) 0 £ TWO (2) 12 GROUND TIER TRAPEZE ¢ o WIRE N G1WlEX KD (TEM < )6 INSULATED GROUN CONDUITSEALED 1 • LEADS FROM COAX LCADWELD ) o GROUND TWO HOLE LONG EQUIPMENT GRWND R I ('rX BARREL COMPRESSION CABINET 3 1/2- STD PIPE SEE DETAIL 'C' SHEET 17 o LUG TERMINATED ON LOCATION/ CuKITS GROUND BAR (MGB) 521 SORIENTATION PECIFIC TO SITE T O GROUND RING (TVP) 1 1/2• JUMPERS NOT CONDITIONS (hSTACKABLE TO EXCEED 6' SNAP -IN INSTALLED WITH DRIP HANGERS LOOP a 'r <° — — — — — -- — — — — ---- Y (2) /2 TINNED GO SEE SHEET 17 SOLD COPPER 1/2" FLEXIBLE J2 TINNED SOLID ,1 I_ GROUND CONDUIT ATTACHED COPPER GROUND LEADS ADS .-.FOR NOTE, REFER TO COAX BAR DETAIL TOWER TYPE TO TO ICEBRIDGE POST (1) FROM CABINET ITH NO TO SCALE RING AND MOUNTING DETAIL TO SHEET 3. REFLECT SPECIFIC W PIPE CLAMPS, TWO HOLE LONG BARREL (2) ROUND COMPRESSION LUG, (1) A SITE SOLDFORT O FROM RF IN PLATE TO BY CODES PROPOSED LEADS FROM MGB GROUND RING PROPOSED CABLE BRIDGE WAVEGUIDE LADDER FRONT ELEVATION � B G SH9 SH9 NOT TO SCALE SH9 NOT TO SCALE All ANTENNA AND COAXIAL GPS ANTENNA BULLET CABLE TO BE INSTALLEDBY III TRIMBLE P/N CONTRACTOR K 57860-70 (F) NEED METAL TRACER WASHED GRAVEL CONNECTOR NEED TWO (2) GPS ANTENNAS OR EQUIVALENT NOTES: MARKING TAPE 4" OF COMPACTED VERIFY DIPS AND SNF �E CRUSHED CONCRETE OR FOR WEATHERPROOFING) I OF)� DIRECTION 1. LEAN CONCRETE, RED -COLORED TOP, FINISHED GRADE. OR TRENCH LIMESTONE USE STANDARD METHODS, ; OF SATF111IE FOR CI.FAR NLIY MAY BE USED IN PLACE OF GROUND COVER MATCHCAUTIONARY TAPE W NOT USE COLD ' I COMPACTED SAND. LOPE AND THICKNESS OF COMPACTED BACKFILL SHRINK FIELD VERIFY 2. CONDUIT SIZE, TYPE, QUANTITY AND EXISTING W/ SATISFACTORY NATIVE OR DISTANCE WITH 3 SEPARATION DIMENSION TO BE UNDISTURBED SOIL IMPORTED SOIL ANTENNA MOUNT WEST UCTION MANU,ER VERIFIED WITH LOCAL UTILITY FINI MARINA P/N 534628 OR 2 COMPANY REQUIREMENTS EQUAL (TYP ZTOP cryp. 3. CONTRACTOR TO USE SCHEDULE —,li— - — TELEPHONE CONDUITS & Y SID. WT PIPE F CABLE BRIDGE I) 80 GALV. PIPE UNDER ALL a _i j = -- = =ANTENNA SHARING % TRAFFIC CONDITIONS -j I il_ _ _,_ __-.- �I I WHERE APPLICABLE ' i• —_ COMPACTED SAND OR / 4. ALL CONDUITS ABOVE GRADE TO - - �<. SIMILAR MATERIAL AS - 3 BE FIGS. TRANSITION FRON RNC �_�; II—III REQUIRED BY MUNICIPAL BUTTERFLY HANGER I TO RGS TO BE BELOW GRADE _ CODE TESSCO P/N 762965 OR EQUAL i GAV. STEEL PIPE FOR T(2) 5. BACKFILL TO BE COMPLETED `r =` - "^= ELECTRICAL CONDUITS CABLE BRIDGE }2 TINNED -_.D FABRIC COPPER IN 12" LIFTS AND TAMPER j- �_I—`MIRAFI BETWEEN LIFTS. II 50OX 6" MIN. "— KEY NOTES: 6. EXCAVATED SOIL SHALL BE (TYP) TYPICAL FOR ENTIRE LEASE AREA O1 COAX CABLE STORED AS NOT TO CONTAMINATE COMPOUND. GPS COAX CABLE O2 COAX CABLE GROUNDING KIT WITH SEALTITE CONTRACTOR SHALL COMPACT FILL TO 95% DENSITY O3 COAX CABLE SUPPORT ASSEMBLY 7. IF EXCAVATION WILL BE LONGER THAN USE U -BOLTS FOR A WORK DAY, TRENCH AND SOIL MOUNTING GPS TO PIPE O GROUND BAR MUSH BE COVERED. AWG GND = '. COAX GROUNDING TELCO AND POWER DRAWINGS.DO NOT SCALE DIME SIONS AND ADVISE CONSULTAANTSROFUANY ERRORS ALL /j2 GPS MOUNTING DETAIL DETAIL DIRECT BURIED CONDUITS OMISSIONS. NO VARIATIONS TE MODIFICATIONSWITHOUPRI TO WORK OMISSIONS. SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN / U L E F APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SHB NOT TO SCALE SH9 NOT TO SCALE SH9 SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS NOT TO SCALE AND SPECIFICATIONS REMAIN THE PROPERTY OF IT CORPORATION, AES, HERNDON VA 20170. IY�!• MOPE /a 9 License 4 EWA TAT Wd fn fft"I N • fabFFWaa 12975 Woddgate Drive Herndon, VA. 20170 ms doament contaiis ampany prnrnAary nbrmalHn It may not De reproduced, or Infim,afik Nere in discbsed wlltpot w ' consent of ITT Core. AES. HAZELT I N E/ ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWNBV: PP ATC XOB NO.: 81388 CAGECODE 9M715 DRAWING NUMBER: SIZE. REV: 433961K3 D 2 SCALE: am9 a 18 NONE T?•:e I I Z O U z O Q J ----.._.CTT--.:vpccil /a 9 License 4 EWA TAT Wd fn fft"I N • fabFFWaa 12975 Woddgate Drive Herndon, VA. 20170 ms doament contaiis ampany prnrnAary nbrmalHn It may not De reproduced, or Infim,afik Nere in discbsed wlltpot w ' consent of ITT Core. AES. HAZELT I N E/ ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWNBV: PP ATC XOB NO.: 81388 CAGECODE 9M715 DRAWING NUMBER: SIZE. REV: 433961K3 D 2 SCALE: am9 a 18 NONE T?•:e I #'2 SOLID TINNED GROUND A/C UNI LEFT SIDE TELCO ENTRY RF RIGHT SIDE VIEW ANTENNA GROUND 02 SOLID TINNED GROUND (1) 2- CONDUIT POWER PENETRATION POINT (1) 2- CONDUIT AND (2) 1- CONDUIT TELCO PENETRATION POINT INSTALL ITT PROVIDED GASKET BETWEEN CABINET BASE AND CONCRETE PAD FRONT ELEVATION HITT redfo !m I Al 29' few I8 o � A~ o INSTALL ITT PROVIDED GASKET BETWEEN CABINET BASE AND CONCRETE PAD FRONT ELEVATION /2 SOLID TINNED GROUND LEFT SIDE VIEW RF PENETRATION POINT UNIT RIGHT SIDE CONDUIT BODY MUST CLEAR 3" FLANGE BELOW POWER ENTRY ITT PROVIDED TELCO BOARD 4X 0'j' A/C/UNIT 6' -14 - FRONT PLAN VIEW tkDOOR 2'-6' DOOR SWING, TYP ITT PROVIDED PANEL 2'-4j1' 2 -1 Cj A/C UNIT R'l DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR EQUIPMENT CABINET DETAILS OMISSKINS. NO VARIATIONS OR MODIFICATIONS TO WORK A SHOWN SHALL BE IMPLEMENTED WM40UT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SHf "oT TO �Z SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ITT CORPORATION, AES, HERNDON VA 20170. u� S J ON I..L F_ Z O ( U z O Q � J C) specif U) ._ r Z HITT redfo NOTE: 12975 Woddgate Drive Herndon, VA. 20170 1. GROUNDS TO BE 2 HOLE LUGS CRIMPED WITH 3/8 SS HARDWARE. Tnls Ox"a.I mnaim cmpay p'cprebry nfama4m II may not b reprWuC . or infamution M1H¢ in Oisd a, without wmwo consent of ITT Cor,. AES. 2. CONDUIT STUB—UPS NEED TO BE INSERTED AS STRAIGHT AS POSSIBLE, NO EXPOSED HAZELTINE/ITTSV 173-21 2290 LYMAN RD GROUNDING OR CABLE MATERIALS PERMITTED AS TO ELIMINATE TRIPPING HAZARDS. DRAWN RY: PP 3. ORIENTATION OF FINAL CABINET INSTALL WILL BE DETERMINED BY THE MOST DIRECT RF CAGE CODE I 9M715 PATH IN (SHORTEST ROUTE TO RAD CENTER). 4339611 D 0 I /2 SOLID TINNED GROUND LEFT SIDE VIEW RF PENETRATION POINT UNIT RIGHT SIDE CONDUIT BODY MUST CLEAR 3" FLANGE BELOW POWER ENTRY ITT PROVIDED TELCO BOARD 4X 0'j' A/C/UNIT 6' -14 - FRONT PLAN VIEW tkDOOR 2'-6' DOOR SWING, TYP ITT PROVIDED PANEL 2'-4j1' 2 -1 Cj A/C UNIT R'l DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR EQUIPMENT CABINET DETAILS OMISSKINS. NO VARIATIONS OR MODIFICATIONS TO WORK A SHOWN SHALL BE IMPLEMENTED WM40UT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SHf "oT TO �Z SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ITT CORPORATION, AES, HERNDON VA 20170. u� S J ON I..L F_ Z O ( U z O Q � J C) specif U) ._ r Z M of d ect HITT redfo •ova nwd 0 . &seb.e.. 12975 Woddgate Drive Herndon, VA. 20170 Notice: Tnls Ox"a.I mnaim cmpay p'cprebry nfama4m II may not b reprWuC . or infamution M1H¢ in Oisd a, without wmwo consent of ITT Cor,. AES. HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN RY: PP ATC,D9 ND.: 81388 CAGE CODE I 9M715 DRAWING NUNfiER: SIZE: REV: 4339611 D 0 I SCALE: am 10 a 18 NONE M of d ect CONCRETE NOTES 1. UNLESS OTHERWISE NOTE, ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 5000 P.S.I. IN 3 DAYS 2. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE ARE TO BE CHAMFERED. 3. THE CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS OF EMBEDDED ITEMS AND RECESSES. 4. THE CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. 5. POWER AND TELCO CONDUITS TO BE GALVANIZED RIGID AT CONCRETE PENETRATION POINTS TRANSITIONING TO FLEX TO THE CABINET TERMINATION POINTS. 6. ALL CONDUITS LEADING TO THE H -FRAME COMPONENTS MUST BE RIGID GALVANIZED. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF IT CORPORATION, AES, HERNDON VA 20170. 18"X 12'X 6'NEMA 3R JUNCTION BOX 4' WATERPROOF�� BOX 3' DIA. GALV. PIPE NOTE: SEE SHEEP 15 FOR CONDUrt ROUTING JUNCTION BOX DETAIL SH71 NOT TO SCALE 03/4' CONDUIT AND CABINET GND (1) 02' CONDUIT 01' CONDUIT 01' CONDUIT 75. DETAIL G NOT TO SCALE 23'-6 5/8' TO SLAB EDGE 23. 88 1' 115. TELCO CONDUIT STUB UPS THRU PAD - SEE DETAIL G (10' THICK 5000 PSI CONCRETE SLAB WITH 6' X 6" #9 WIRE MESH AND TWO (2) #5 REBAR AROUND THE PERIMETER) ICON OUTLINE OF NEW EQUIPMENT CABINET. (1) GND FOR IC WHEN REQUIRED TO ROTATE CABINET 180' BRIDGE POST ABOUT CABINET CENTER, TELCO AND 'OWER STUB UPS MUST ROTATE, AS WELL. 2 1/4' HANDLE ON DOOR OUTLINE OF LPG GENERATOR 7" X 7' CUTOUT THRU CONCRETE SLAB (CENTERED WITH JUNCTION BOX) 1 7S, 3'-6 5/8" TO BB SLAB EDGE POWER CONDUIT STUB UPS THRU PAD - SEE DETAIL H SEE DETAIL I 01R' CONDO 20' 0' 03/4' H -FRAME 3'-2 3/ ' '-2 3/4' 2�' CABINET GN(D AND POL10' X 13' EQUIPMENT GND (1)ASER GND (ll PAD INAIO'%15' ISE AREA DETAIL H n n NOT TO SCALE 0 3 ;� 3 O\ %� POST BASE FOR E Q CABLE/ICE BRIDGE 9 0 I4-FRAME n 3'-6j' TO T.C.L. O O " O 1 3' 30-3/4' 30-3/4; 3' 'o o1)¢' CONDUIT " 02 SOLID TINNED GND LEAD INSIDE SILICONE I nGB GNDS EX(ED CARFLEX FOR M 2) AND POST GND (1) I I N HITT for h* Amend yYOnIY/ A MIMOw 12975 Woddgate Drive Hemdon, VA. 20170 Notice: ThisEMumenl contains[w -yDmprklary'mtomaGDn II may not be reDrDtluvytl, or infarmatan Mre in tli5dos V wilOaul wrllten COnsenl of ITT Corp. NES. HAZELT I N E/ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP ATC JOB NO.: 81388 CAGE CODE 9M715 DRAWINGNUMBER: SIZE REV: 433961K3 D 0 SCALE: aeTT 11 a 18 NONE DETAIL I - POST BASE s"" NEW (POWER SIDE) 2'-6' 2'-6' 2'-0' 3'-0' POWER AND FUEL EQUIPMENT CABINET 18' % 12' X 6" NEMA 3R JUNCTION BOX INSTALL FLUSH WITH TOP OF GENERATOR USING STUB UP GENERATOR 1 5/8' UNISTRUT CHANNEL AND POST BASES LPG GENERATOR ELEV. +6 AGI OR EQUIVALENT - TBD BY CONTRACTOR CABINET BASE FRAME 10' THICK 5000 PSI CONCRETE (SPLIT OVER 7' X 7' CUTOUT) D D INSTALL ITT PROVIDED GASKET GENERATOR BASE FRAME SLAB WITH 6' X 6" }9 WIRE MESH SH1 SH11 (TWO (2) /5 REBAR BETWEEN CABINET AND PAD O FOUNDATION LAYOUT PLAN NOTE: THE PERIMETER) A SEE MANUFACTURE'S SPECIFICATIONS SH71 NOT TO SCALE FOR EXACT BOLT HOLE LOCATION 13'-0' (LONGEST DIRECTION) AND QUANTITY HITT for h* Amend yYOnIY/ A MIMOw 12975 Woddgate Drive Hemdon, VA. 20170 Notice: ThisEMumenl contains[w -yDmprklary'mtomaGDn II may not be reDrDtluvytl, or infarmatan Mre in tli5dos V wilOaul wrllten COnsenl of ITT Corp. NES. HAZELT I N E/ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP ATC JOB NO.: 81388 CAGE CODE 9M715 DRAWINGNUMBER: SIZE REV: 433961K3 D 0 SCALE: aeTT 11 a 18 NONE NEW O�/ EQUIPMENT CABINET L.L. TOP CONC. SLAB NEW EQUIPMENT LPG GENERATOR ELEV. +6 AGI (6' X 6' #9 WIRE MESH) CABINET BASE FRAME 10' THICK 5000 PSI CONCRETE 00 INSTALL ITT PROVIDED GASKET GENERATOR BASE FRAME SLAB WITH 6' X 6" }9 WIRE MESH z (TWO (2) /5 REBAR BETWEEN CABINET AND PAD O AND TWO (2) #5 REBAR AROUNDAROUND THE PERIMETER) TOTAL OF (8) THE PERIMETER lo' -O' REDHEAD TRUBOLT 13'-0' (LONGEST DIRECTION) REFER TO WEDGE ANCHORS EMB. OR 3/4' CHAMFERED FINISH GRADE MANUFACTURER'S APPROVED EQUAL EDGE - SPECS FOR SIZE AND -III •• _ •` f '. QUANTITY. MIN 4 2 INTO CONIC. SLAB I e =III III III -III �I-III III -III III- EMBEDMENT HILTI HVA X57 WASHED STONE BOLTS INTO CONIC. MATERIAL ON LANDSCAPE WEED BARRIER ON WELL SLAB 10' THK. CONC. COMP. FILL 9' MIN PROPOSED 10' THK. FOUNDATION SECTION 6' MINIMUM 95% DENS" AN& CONC. SLAB GENERATOR ANCHOR DETAIL a:) EQUIPMENT CABINET B TO SCALEATTACHMENT COMPACNOT DETAIL SCALE 3/4'=1'-0' (BASED ON 22x34 PAPER SIZE) C SCALE 3/8"=1'-0' (BASED ON 1107 PAPER SIZE) SH11 HITT for h* Amend yYOnIY/ A MIMOw 12975 Woddgate Drive Hemdon, VA. 20170 Notice: ThisEMumenl contains[w -yDmprklary'mtomaGDn II may not be reDrDtluvytl, or infarmatan Mre in tli5dos V wilOaul wrllten COnsenl of ITT Corp. NES. HAZELT I N E/ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP ATC JOB NO.: 81388 CAGE CODE 9M715 DRAWINGNUMBER: SIZE REV: 433961K3 D 0 SCALE: aeTT 11 a 18 NONE O�/ L.L. Z 00 U z O J II e HITT for h* Amend yYOnIY/ A MIMOw 12975 Woddgate Drive Hemdon, VA. 20170 Notice: ThisEMumenl contains[w -yDmprklary'mtomaGDn II may not be reDrDtluvytl, or infarmatan Mre in tli5dos V wilOaul wrllten COnsenl of ITT Corp. NES. HAZELT I N E/ITTS V 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By PP ATC JOB NO.: 81388 CAGE CODE 9M715 DRAWINGNUMBER: SIZE REV: 433961K3 D 0 SCALE: aeTT 11 a 18 NONE ELECTRICAL REFERENCE NOTES 1.GENERAL 1. ALL SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT SHILL BE CARRIED OUT IN ACCORDANCE WITH 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF THE PROPOSED WORK TOGETHER 4. UNLESS NOTED OTHERWISE, ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL, WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE, ALL COSTS FOR WORK SUCH COMPRESSION TYPE. AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH AND -OXIDANT AGENT, SYSTEMS OF OTHER TRADES. 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT 2. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE, PRIOR APPROVAL FROM WORK TO BE PERFORMED UNDER THIS CONTRACT. THE ENGINEER WILL BE REQUIRED. 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO TIT CORP. OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS, AND PAY ALL ASSOCIATED FEED AND SCHEDULE ALL INSPECTIONS. 5. PROVIDE ALL LABOR, MATERIEL EQUIPMENT, INSURANCE, AND SERVICES REQUIRED TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 6. CARRY OUT ALL WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.HA 7. PRIOR TO BEGINNING ANY WORK, COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK IS TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NEGA STANDARD 1-2000 BY QUALIFIED PERSONNEL, EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE THE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK UNE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO TIT CORP. 10. THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY THE OWNER, ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF THE COMMERCIAL POWER FROM THE POWER COMPANY. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH THE LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF THE CONTRACT. 2. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION, AND TO THE APPLICABLE LOCAL CODES AND REOULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF ITT CORP AND THE OWNER. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FIFDNGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY THE NEC. 6. SEAL AROUND CONDUCTS AND AROUND CONDUCTORS WITHIN CONDUCTS ENTERING THE PREFABRICATED SHELTER WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATING INTO THE BUILDING. 7, SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO THE EXTERIOR OF THE BUILDING. 8, MAKE NECESSARY CONNECTIONS FOR THE BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT THE EXTERIOR UGHT FIXTURE, (PROVIDED BY SHELTER MANUFACTURER) TO THE EXTERNAL JUNCTION BOX. 9. ALL CAT 5 CABLES QTY (2) TO BE OSP WEATHER PROOF, LABELED TI AND TIB AT BOTH ENDS. LEAVE 6' UNCUT LOOP INSIDE DEMARK. PULL THROUGH ITT TELCO BOX LEAVING 3' UNCUT LOOP, THROUGH TO THE CABINET LEAVING 10' UNCUT LOOP. ALL TERMINATIONS TO BE MADE BY OTHERS. 3. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE /12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS POLYETHYLENE INSULATION CONFORMING TO NEMA WC7., (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90'C. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT WHERE NOTED. 3. FOR COPPER CONDUCTORS /6 AWG AND SMALLER, USE 3M SCOTCH -LOC OR 7&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN /6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. 4. RACEWAYS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUCTS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OST; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC, UNLESS NOTE OTHERWISE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERCEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF IIT CORPORATION, AES, HERNDON VA 20170. 5. GROUNDING 1. ALL SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT SHILL BE CARRIED OUT IN ACCORDANCE WITH DRAWING NUMBER: THE CURRENT REVISION NEC. REV: 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 'CONDUCTORS AND CONNECTORS'. �0�/ LJ. 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH AND -OXIDANT AGENT, LEGEND SUCH AS NO -OX, NOALO%, PENETROX, OR KOPRSHIELD. NONE 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR, INCLUDING THE BUILDING TIE DOWN SYMBOL DESCRIPTION Q CIRCUIT BREAKER BRACKETS. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE a NON -FUSIBLE DISCONNECT SWITCH STAINLESS STEEL HARDWARE THROUGHOUT. � FUSIBLE DISCONNECT SWITCH 6. DO NOT INSTALL GROUND RING OUTSIDE OF THE PROPERTY LINE. SURFACE MOUNTED PANEL BOARD Qorf ® TRANSFORMER 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT 0 TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ® KILOWATT HOUR METER B. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHILL BE /2 AWG SOLID DENOTES CABLE OR CONDUIT BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND TURNING UP IN PUN NEW DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THE 8' DENOTES CABLE OR CONDUIT AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED TURNING DOWN IN PUN VIEW DOWNWARD TOWARD THE BURIED GROUND RING. JB JUNCTION BOX 9. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP, BLACKBURN GW SERIES CAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY. NO ® PULL BOX TO NEC/TELCO STANDARDS SUBSTITUTES ACCEPTED. - OHJ - OVERHEAD UTILITIES 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. - - UGT - UNDERGROUND TELCO 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO _ - OGP- UNDERGROUND POWER EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY ^/ EXOTHERMIC WELDING. USE SPARY GALVANIZER SUCH AS HOLUB LECTROSOL /15-501. DENOTES REFERENCE NOTE • EXOTHERMIC WELD CONNECTION 12. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE TI IS BACKFILLED ■ MECHANICAL CONNECTION (eg LUG, CTAP) WITH SOIL 'II-- GROUND ROD 13. FOR MEAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO THE POST. 'IF -Q GROUND ROD WITH INSPECTION SLEEVES Tr GROUND BAR 14. WHERE MECHANICAL CONNECTORS, (TWO -HOLE OR CLAMP), ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS 'NO OXIDE A' BY DEARBORN CHEMICAL COMPANY PIN AND SLEEVE RECEPTACLE ON ALL CONNECTORS. ---- GROUND CONDUCTOR ABBREVIATIONS AFG ABOVE FINISHED GRADE 6.OVERCURRENT 8 SHORT-CIRCUIT/GROUND FAULT PROTECTION (IF APPLICABLE) AIC AMPERE INTERRUPTING CAPACITY BFG BELOW FINISHED GRADE 1. THE CONTRACTOR SHALL RECORD LOAD READINGS WHERE SITE POWER ORIGINATES FROM A 30 SERVICE C CONDUIT TO MONITOR AND ASSURE A BALANCE LOAD AT THE PRIMARY SUPPLY. RECORDS SHALL BE PROVIDED CRGB CELL REFERENCE GROUND BAR TO THE SrTE/FACILITY OWNER. THE CONTRACTOR SHALL CONSULT THE MANUFACTURER'S PLANS, SHOP CU COPPER DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATIONS AND INSTALUTION.THE ELECTRIC C/w D.T.T. COMPLETE WITH DRY TYPE TRANSFORMER SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES AND REGULATIONS OF THE UTILITY COMPANY. THE EC EMPTY CONDUIT ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT G GROUND RATINGS, (kAI.CJ, AS REQUIRED TO MATCH AND EXCEED THE UTILITY COMPANIES AVAILABLE BE GROUNDING ELECTRODE SYMMETRICAL AND ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWITCHES SHALL BE GEC GROUNDING ELECTRODE CONDUCTOR -R-/ 'R' SUBCLASS RK7CURRENT UNITING TYPE, 200 1A.I.C., NON -TIME DELAY. DISCONNECT CLASS ' - SUBCLASS GRC GALVANIZED RIGID CONDUCT SWITCHES ARE TO HAVE REJECTION CLIPS, UNLESS INDICATED OTHERWISE. ELECTRICAL EQUIPMENT AND MI5 MANUAL TRANSFER SWITCH PROTECTIONS SHILL BE STANDARD kA-I.C. RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY NEC NATIONAL ELECTRICAL CODE COMPANY KAI.C. RATE AND CONSIDERING ELECTRIC MOTORS FAULT CONTRIBUTION. THE CONTRACTOR 0/H OVERHEAD SHALL NOT BEGIN CONSTRUCTION UNTIL THIS MANDATORY REQUIREMENT IS MEI. IF NEW LOAD IS PPC POWER PROTECTION SHELTER ADDED, THE CONTRACTOR SHALL VERIFY AND CONFIRM BEFORE CONSTRUCTION, THAT THE TOTAL UTILITY RNC RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) SERVICE LOAD SHALL KEEP EQUAL TO. (125X MAX. DEMAND + NEW LOAD) < 80% SERVICE ENTRANCE Sp SERVICE DISCONNECT SWITCH CONDUCTORS/MAIN OVER CURRENT PROTECTION AMAPACITY, WHICHEVER RATING 5 LOWER. LIGHTING SE SERVICE ENTRANCE SHALL MEET NEC, IESNA AND/OR FAA STANDARDS IF APPLICABLE. PHOTO METRIC LEVELS SHALL SN SOLID NEUTRAL COMPLY WITH LOCAL, STATE AND FEDERAL RULES. ALL ELECTRICAL INSTALLATION SHALL MEET ALL TGB TELCO GROUND BAR STANDARD REQUIREMENTS OF THE POWER AND TELEPHONE UTILITY COMPANIES. TEGB TOWER EXIT GROUND BAR TR TRANSFORMER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL Wp WEATHERPROOF - NEMA 3R U/G UNDERGROUND A. evwe�� _i> W engi r d'for life A/rrwl 6MhaeefhM A NtaleMCee 12975 Worldgate Drive Herndon, VA. 20170 T8 mt mnpa Na infi Vrynfm m I may rotcerePmtlucM.amialTT C .Mm uHmaa wltlqut wMlen mcera HITT Cap. AEG. HAZELTINEATTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO.: 81 388 CAGE CODE 9M715 DRAWING NUMBER: SIZE REV: 433961 K3 �0�/ LJ. 0 I SCALE: sm 12 • 18 NONE Z 0 (D U z 0 Qorf J 0 J E Al JL' � V7l Z _i> W engi r d'for life A/rrwl 6MhaeefhM A NtaleMCee 12975 Worldgate Drive Herndon, VA. 20170 T8 mt mnpa Na infi Vrynfm m I may rotcerePmtlucM.amialTT C .Mm uHmaa wltlqut wMlen mcera HITT Cap. AEG. HAZELTINEATTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY: PP ATC JOB NO.: 81 388 CAGE CODE 9M715 DRAWING NUMBER: SIZE REV: 433961 K3 D 0 I SCALE: sm 12 • 18 NONE 20' X 100' PAVED ACCESS DRIVE (1) PARKI SPACE EXISTING CIWNLINK FENCE W/3 -STRAND BARBED WIRE PROPOSED ITT 10' X 13' EQUIPMENT PAD WITHIN 10' X 15' LEASE AREA ` GRAVEL SURF PROPOSED ITTGPS (2) PROPOSED RT_ ATTACHED TO THE ICE H -FRAME EXISTING LESSEE/USER G4' 0�\O .� G 14' X 16' d \ SHELTER - �! PROPOSED ITTGPS (2) ATTACHED TO THE ICE °'\\ BRIDGE IN TWO PLACES REV: S' MINIMUM SEPARATION d \ 71 O sm 13 a 18 PROPOSED ITT POWER ROUTING —PROPOSED ITT TELCO ROUTING �s it \ \ s �0. O. \ Y p �\ \\ 10' NO SPARK BUFFER �C �= PROPOSED 11T 20 GAL PROPANE TANK • n LATTICE TONER 1\ / r A.lb v N B ELECTRICAL PLAN SH7 SCALE: 1'=5' (BASED ON 24X36 'D' PAPER SIZE) TRUE NORTH SCALE: 1'=10' (BASED ON 11X17 'B' PAPER SIZE) PROPOSED ITT GAS LINE ROUTING PROPOSED ITT ICE BRIDGE `-PROPOSED RT LP GAS GENERATOR PROPOSED ITT NEMA 3R 10' X 12' X 6' BOX )POSED TIT PROPOSED ITT 3'-6' X 3'-6' CONCRETE PAD FOR 120 GALLON PROPANE TANK NOTE: SEE REFERENCE TO PROPOSED CABINET DETAIL ON SHEET 10 AND ICE BRIDGE DETAIL ON SHEET 9 J O DRAWING NUMBER I.d_ REV: I-__ D 71 O sm 13 a 18 U z 0 Q 11-40 J 0 W J V) ceiticz.,... ZiJT 0--- _icea_: r-ws of License Engi rr T T -d,,-,, - -npkw-rhv . •eNnsw 12975 Worldgate Drive Hemdon, VA. 20170 Notice: rfsaoa t000 Y amwnr pmo tm nlpnnation I may not be reproCuw . or information Here In flsgosatl MIrouI w en mns nt of 0T Cap. AES. HAZELTI NE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 F° 81388 CAGE CODE 9 M71 5 DRAWING NUMBER -SIZE: REV: 433961K3 D 2 SCALE: sm 13 a 18 NONE GNM NO 1. THE CONTRACTOR IS TO ARRANGE AND PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR ALL TRENCHING. REUSE NATNE BACK FILL AND REINSTATE TO ORIGINAL CONDRION. INSTALL A 6' WIDE METALLIC LINED RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. 2. BOND TO EQUIPMENT SYSTEM WITH A (j2 AWG SOLID TINNED CU WIRE. ADD (2) 5/8" X 8'— 0 DRIVEN GROUND ELECTRODES 10'— 0 APART FOR MAIN SERVICE GND. 3. APPROXIMATE LOCATION OF #2 AWG SOLID BARE TINNED GND RING. EXACT LOCATION AND NUMBER OF GND RODS TO BE DETERMINED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD' FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GND RODS ARE TO BE BURIED AT 10 FEET INTERVALS. 4. ALL EXPOSED UNISTRUT IS TO BE COLD SAWN AND RUBBER CAPPED. ALL POWER CABINETS SMALL BE BONDED TO GROUND RING. WITH TWO HOLE LUGS AND No. 2 TINNED COPPER. ALL GROUNDS FROM GROUND RING SHALL BE BROUGHT UP IN PVC OR NON METAUC SEAL TYPE, AND EXPOSED END SEALED WITH CAULK, POWER SIDE DETAIL A NOTE 1A EXISTING UTILITY POLE MOUNTED OR PAD MOUNTED TRANSFORMER. COORDINATE REQUIREMENTS FOR TAP WITH UTILITY COMPANY. OSUPPLY AND INSTALL A 100 AMP, 120/240V UTILITY APPROVED METER SOCKET. METER BY UTILITY COMPANY. PROVIDE WITH MECHANICALLY ATTACHED ENGRAVED IDENTIFICATION LABEL, INDICATING 'ITT METER'. OPULL (3) g3 AWG THWN AND (1) }8 GND, IN 2" CONDUIT FROM 100A MAIN SERVICE TO MAIN POWER PANEL (MPP). OPROPOSED H—FRAME, SEE DETAIL ON SHEET A&E TO FILL IN PROPER SHEET A AND DETAIL. OPULL (3) #6 AWG THWN AND (1) /8 GND IN 2' CONDUIT FROM MPP TO AUTOMATIC TRANSFER SWITCH (ATS). OPULL (3) 06 AWG THWN AND (1) /8 GND IN 2" CONDUIT FROM ATS TO EQUIPMENT POWER PANEL (PPI). 7A 120/24OV-1-3W, 10QA RATED CB PANEL PPI (EQUIPMENT LOAD CENTER) IN EQUIPMENT CABINET. (SUPPLIED BY ITT AND CONNECTED BY CONTRACTOR). OPROVIDE A 100A RATED 120/24OV, 1, 2 POLE 12 SLOT NEMA 3R PANEL BOARD WITH 100A MAIN CIRCUIT BREAKER. (PART NUMBER: Q01612M125FTRBIO0 WITH PKI2GTA GND KIT). 9A PULL (3) #12 AWG THWN AND (1) N12 GND IN 1' CONDUIT FROM PANEL MPP TO GENERATOR FOR BATTERY CHARGER AND BLOCK HEATER. 1® PULL (3) %6 AWG THWN AND (1) r8 GND IN 1' CONDUIT FROM ATS TO GENERATOR. 11 PULL (7) /12 AWG THWN AND (1) #12 GND IN 1' CONDUIT FROM ATS TO GENERATOR. SUPPLY AND INSTALL NEW 10KW 120/240 STAND BY EMERGENCY GENERATOR. INSTALL AS PER MANUFACTURERS SPECIFICATIONS. DO NOT BOND NEUTRAL TO GND AT THE GENERATOR SYSTEM. NON SEPARATELY DERNED—COORDINATION. 1® 100A SERVICE ENTRANCE RATED, 2 POLE, NEMA -3R 120/240V ATS (GENERAC RTS OR EQUIVALENT). 14A SUPPLY AND INSTALL NEW 120 GALLON LPG TANK. (UNDER SEPARATE PERMIT). SEE SHEET A&E TO FILL IN PROPER SHEET M AND DETAII FOR TANK MOUNTING DETAILS. HALOGEN LIGHT FIXTURE (REGENT PART NUMBER: GPIOOWL OR EQUAL). 1® DUPLEX GFCI OUTLET. 7� %- (MIN) HIGH PRESSURE "POLYPIPE' 24' MIN. UNDERGROUND TO GENERATOR LOCATION HOUSED IN RIGID GALV. SLEEVE AT CONCRETE PENETRATION POINT. NOTE: THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF GAS ROUTING IN THE FIELD. TELCO SIDE DETAIL 8 NOTES - TELCO DEMARCATION POINT. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE LOCAL TELCO FOR SERVICE TO EQUIPMENT. INSTALL PULL—ROPE (NO JETLINE OR DRAGUNE). 28 SUPPLY AND INSTALL A NEMA 3R 2'X2' TELCO ENCLOSURE WITH HINGED DOOR AND GROUND BAR. 3B PULL (2) CONTINIOUS OSP CAT 5 CABLES IN 2- CONDUIT FROM DEMARC TO THE ITT TELCO ENCLOSURE AND ONTO EQUIPMENT CABINET. LEAVE A 6' UNCUT LOOP IN THE DEMARC AND A 10' LOOP IN THE BTS. 4B NEMA 3R 18'X12' BOX. SEE SHEET A&E TO FILL IN PROPER SHEET Y AND DETAL FOR MOUNTING DETAILS. 58 PULL (2) CAT 5, IN 1' CONDUIT, FROM EQUIPMENT CABINET (SCADA) TO NEMA 3R BOX. PULL LOOP THRU NEMA 3R BOX AND CONTINUE TO PROPANE TANK AND GENERATOR. PULL (1) CAT 5 SPARE, IN I' CONDUIT, FROM NEMA 3R BOX TO PROPANE TANK. IDENTIFY AT ALL JUNCTION POINTS AND CABLE ENDS. 6B PULL (6) #14 THWN STRANDED, IN 1' CONDOR, FROM EQUIPMENT CABINET (SCADA) TO NEMA 3R BOX. PULL LOOP THRU NEMA 3R BOX AND CONTINUE TO ATS. m0m 1II1 II II TR II II I_______________________)I� II 11 --___I I I T__ __ n RISER DIAGRAM DETAIL - (POWER SIDE) NOT TO SCALE Mo.II�:�II I I I j I I I I _ -v ----------------- 31NET) ILII II (FROM EQUIPMENT CABINET) 6B :(FROM (TO PROPANE TANK) (TO ATS) 5B EQUIPMENT CABINET) RISER DIAGRAM DETAIL - (TELCO SIDE) NOT TO SCALE I GND FOR GENERATOR GND FOR JUNCTION BOX (FROM ATS) (FROM ATS) HE W J Z O Io z lag L:Ccr,-4 Eng T T Ihanos101/bMft& ftft� 12975 Worldgate Drive Herndon, VA. 20170 Notice: T mm lweain mmoanr Pwieiay lff. n It may rot oe reproeucea. or information here in avioz a nnmm..mten mr seN a to C« AES HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 CRAWN BY. PP ATC JOB NO.: 81388 CAGECODE I 9M715 DRAWING NUMBER: SIZE: REV. 4339611 D 0 SCALE. stn 14 a 19 NONE to r. m r � y�y y�y B 5� k O 5 ro'.a,n mtTs .,,rtu. IBAY, o ro w.n a e 3 n INTERNAL WIRING S� NONE L_ PROPOSED EQUIPMENT CABINET POWER PANEL PROPOSED IOOA 240V, �. SINGLE PHASE UTILITY 3-#3AWG AND 1-/8 AWG METER SOCKET GROUND IN 2'C (METER BY UTILITY 3-/3AWG AND 1-/8 AWG /3-#3AWG AND 1-#8 AWG GROUND IN 2*C GROUND IN 2'C a� ONE LINE DIAGRAM SH1 NONE EQUIPMENT PROPOSED 1ODA, 240V, SINGLE PHASE, 12 SLOT, NEW 3R PANEL 3-f6 AWG AND 1-%8 LOAD DESCRIPTION BOARD WITH 100A NCO AWG GROUND IN 1' C CCT 140. PANEL 'MMP' PROPOSED 10KW LOAD (kVA) LOAD DESCRIPTION MAIN CIRCUIT BREAKER 120/24OV, SINGLE PHASE 100 '1-l3AWG EMERGENCY GENERATOR EXISTING UnPOLE IN 2� C TBD BY POWER COMP, POWER 1.7 RECTIFIER N0. 1 PROPOSEDLRY PROPOSED SOURCE OF � 1.7 RECTIFIER NO. 2 MAIN CIRCUIT BREAKER 0.0 100 3A 3B ELECTRIC SERVICE 1.7 RECTIFIER NO. 3 20 0.3 SITE OBSTRUCTION LIGHT (IF REQUIRED) (SURGE SUPPRESSOR) SPARE (SURGE SUPPRESSOR) L_ PROPOSED EQUIPMENT CABINET POWER PANEL PROPOSED IOOA 240V, �. SINGLE PHASE UTILITY 3-#3AWG AND 1-/8 AWG METER SOCKET GROUND IN 2'C (METER BY UTILITY 3-/3AWG AND 1-/8 AWG /3-#3AWG AND 1-#8 AWG GROUND IN 2*C GROUND IN 2'C a� ONE LINE DIAGRAM SH1 NONE EQUIPMENT LOADCENTER (PANEL "PP1") LOAD DESCRIPTION LOAD (kVA) BRKR SIZE CCT 140. PHASE CCT Tl T2 NO. BRKR SIZE LOAD (kVA) LOAD DESCRIPTION MAIN CIRCUIT BREAKER 0.0 100 1A 1B O 2A 2B 4A 4B 6A 8B 20 1.7 RECTIFIER N0. 1 20 1.7 RECTIFIER NO. 2 MAIN CIRCUIT BREAKER 0.0 100 3A 3B 20 1.7 RECTIFIER NO. 3 20 0.3 SITE OBSTRUCTION LIGHT (IF REQUIRED) (SURGE SUPPRESSOR) SPARE (SURGE SUPPRESSOR) 0.0 20 5A 20 2.4 GFl OUTLET FRONT A/C UNIT /1 0.9 20 20 0.9 A/C UNIT /2 �A GFl OUTLET REAR 2.4 20 7B 20 1 0.4 112ovAc OUTLET, INVERTERS LOAD SUB -TOTAL 3.3 LOAD TOTAL 12.4 1 9.1 1 LOAD SUB -TOTAL 100A MCB, 120/24OV, 10, 3W, 22,000 AIC TYPES OF LOADS (KVA) CONNECTED D.F. DEMAND CONNECTED 12.4 KVA DESIGN �� KVA DEMAND 12.4 KVA SPARE 11.6 KVA 1 RECEPTACLES 4.8 1.00 4.80 OBSTRUCTION LIGHTING 0.3 1.DO 0.3 EQUIPMENT 7.3 1.00 7.30 TOTAL 12.4 12.40 LOAD 51.7 AMPS 51.7 AMPS DESIGN 100 AMPS SPARE 51 AMPS A PANEL SCHEDULE SH1 NONE PROPOSED 100 AMP PANEL SCHEDULE "MPP" 1W NIPS MNN BREWER 1001a,x_ INSTAIIATiDN NEIM 311 12D 40 NOUS LUGS 1 W IMPS L TIDN III URM BACI®ONm 1 PNASE GND. BW X PANEL FEEDER Uni ]EIIDI 3 NPE COINECIED 14.OB KVA 42 POIE SPACES FMS. S METRKAL ANDS 101WC OEWWIA 14A0 m NOTES: DESCRIPTION WIRE CON CB. LOAD DEM !TIT! DEM LOAD CB. WIRE CON DESCRIPTION AMPS KVA KVA KVA KVA AMPS EOUPIENr CABINET }3 100-3 12-40 12-40 1 2 Q40 0.40 20-1 3-12 BACI®OUm RECEFV= .. ] 1 4 1 D.4D OAO I 2 1 1 3-12 1 IaVAmOMmsia;WI cpv, supe State I r Pnnt j i, ne:_ rmphaai I. iVi Signa Ul _." `- Sate: Id1Wal License>i_ �....,....-..l!b,.!1►!FA:w��.,c>.�i:i3��•L:��t�b5)•l.�t 1t�36)•t�3s)• �3�13f'��E.. � .-:, . -ate uu::�n:�-,.:� UTILITY BACKBOARD PANEL SCHEDULE NONE W End for life AMnOoE1/ & jOtM10i 12975 Woddgate Drive Herndon, VA. 20170 Notice: Th. oof�m N m w.M p" ptmtrem., informalion It may not ne foptoEuc d of information here in diWtn tl witnout written consent of ITT Cory, AES. HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 ^RAm Et PP AIC JOB if- 81388 CAGECODE 9M715 DRAWING NUMBER: ffiE: REV: 4339610 D 0 SCALE: son 15 tr 18 NONE or �__j LL Z O CD U z O Q �+- J 0 QJ < VJ ^ z-.. �peciticat State I r Pnnt j i, ne:_ rmphaai I. iVi Signa Ul _." `- Sate: Id1Wal License>i_ �....,....-..l!b,.!1►!FA:w��.,c>.�i:i3��•L:��t�b5)•l.�t 1t�36)•t�3s)• �3�13f'��E.. � .-:, . -ate uu::�n:�-,.:� UTILITY BACKBOARD PANEL SCHEDULE NONE W End for life AMnOoE1/ & jOtM10i 12975 Woddgate Drive Herndon, VA. 20170 Notice: Th. oof�m N m w.M p" ptmtrem., informalion It may not ne foptoEuc d of information here in diWtn tl witnout written consent of ITT Cory, AES. HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 ^RAm Et PP AIC JOB if- 81388 CAGECODE 9M715 DRAWING NUMBER: ffiE: REV: 4339610 D 0 SCALE: son 15 tr 18 NONE or GROUNDING PROTECTION SYSTEM NOTES: J 1. FR OME YABE ORRICE GIDIAD RA' (ane). 3M A Ii X 1/4b. KIM AT FOOD CABINET TOM NSDNIAMH BIM CPM PROMM A GK MIG BARD A NWMRM OF m' B3BW NO Li ROBE FEB NEC SHE GID RPC WILL BE ASSAULT AIN OF Y -O' AIMY FROM THE TO ANTENNA FOUNDATION LFAESS SAMIN DN DRAING. _ 0 2. BOND FENCE iWT TO GID RC 01 M ENITIERIC i Sir FFi CATS M NST � NONE. AL U®ID m NREBN SEC= GIOUNE M a AiG GREEN .MLtE1F➢ STANDARD GROUNDING BIIH A fIFXBL COPPW AURA $IGP IECIVEALY W FlIi11)RBCNLY. IYCIK iW All �� a Sn tM W iRAIBCp BVD( IS RDWII[IL, FIA30M" LUGS APD IAARWARE CWWR VR nR RIOBL .11AETE0111E 1p IDNIDC PIPE W�� )T TO FENCE PW6 BORN 12 FEET a TOIfR igAB11TIXL iW iENNCE PULES BEW)K 1Y. EDWO S RTSDEI➢ NOTE LOWER GROUND 112 TO UW FENCE RAVE ro.VNi RN6 BXN 50', S1RE1MtE ODAR CANE SDE➢ NUMBER OF GROUNDING BARS MAY BAR 3, SONDE ENIPAICE PANEL METER. TEIFRDNE CBNO AK SINE CC,t TO BARD WD GDMI➢D XD (TOP) ANTENNA (TYP) MART DEPENDING ON THE TYPE OF TOWER. ANTENw LOCATIONS AND RING AS THEY CK55. J CONNECTION ORIENTATION, PROVIDE E FAS" NEG a TM CWF BRIDGE STRUCTURE SHALL BE POMMIALLY BINGED m TE BIRRD AS REWIRED. CM TNG. EXOTEIMEALLY KID CWMDIX6 AT POST FOR CIHf BRIDGE SIRITUK AD SMOWI 'IFFEMSTPUCNDYF 4011< �� BBQ IRO RNG RACE 5/B• X E ODPPWCUB BIG RDD AT IF NERNB N01D CARE BMIX£ TIMI (TAP FOR ALL) SINCILIE. 5. PROMISE DISSECTION SINE AT SERACE (ROODS DOIIERIC CONECTNG CMEST TO RF 0W GMC DTRNNa WXAD B.R. m W AREaW PROPOSEAVEGUID ruvEGnDE LADDER B PRAISE BRAD CMNICIOR(z) ROY TE BARD nlD iWc ro IM ANDAM ATI SODOMaME q clDa WITH BAP AT PGFT A4T B®E a TCO KIBAN F]R. WJWY E LO N O Kd1DN a CROWm m ro COPPER BM iW LENGT L FINAL CONDUCTION? IfMf.111 OWL COIWHEN BOOS m C TO B6 IE BLE TO ro BW , TR OXIDIC CABf I6TALIX QOT)OBWLY RIO BOIdNG CD)NO BON➢ ACROSS ICE BRIDGE SECTION TO EACH NINE (2) TALLIED$ lO+x 1OJEFR CXBBAEA1XMl SIRUCIME MAT I'-0' IBME Pb AK BOK ro BIARO XD AIG PRO.)E A R TOTHERINHE AND TD SUPPORT POSTS WITH No. ZCU XBRE E PA1PDLrs1FAL1N PBI) PF11 PAI)BGK SbfX.At TINE➢ COPPER AND CADWEL0. 3/f PC SLIDE BIM A gMBU4 WO M 1M CXKRIE iXAMIDK SECURE m TIER Qi. 4 SCLF- STANDARD CRS T. R ND • B' -a LONG COPPER CUB STEEL (COPPER ROOD) ORGANO ROD SIPPOtfMNIAE Wim IllB x' W. $PATALLA KR (TAP) ONA, SPOOR. DE INSPECTION S"EEME AT R(2) FE BOND QTERNOR R UR AD FRCP COIN AMIENA CABLES ROU BURIED GROUND DAG. N6TALL GRWK KO PGR (2) FEET MIN ROD TWO A AWAY RAMI [ABOEi WHERE ALLOWABLE. MSTALL SO 11Ni iW OF GROUND RW 6 W' BELOW GRADE OR B' 6 30' OR BELOW FROST UNE WHICHDER 6 DEEPER. RETRO TO GROUND ROD INSPECTIONSUEDE. NOTE, IRRVEKRIIt DOWING PETER NSC ICE BRIDGE TO m BTS PRIOR DUCT LOCATION AND NUMBER a GROUND WTO BE ESTABLISHED ON SITE AND ALLOWED TO CABINET ENTRY BASED ON 'FAL OF POIFMNL GROUND RESISTANCE MEOW' FOR RESISTANCE < 5 O FEWER ONSIS UNLESS OMFRWISE NOTED. DRNW GROUND RODS ARE BONDED m THE BURIED SECTION TELCOA, R COAX GBL[ GROUND RN; AT 15 FEET 1111i SCT CRDI)DC NT. TYP i2 AWG LUG B ELECTRON EXTRACTOR SMALL TAXE NGI)P RQOOBS a (A0. THE RESMTS MAL IDT , . , AAAA.. I NN MKli SDN ONNO CONDUCTOR XEAIER PMN 5 pB6 EMTDX m sTN.CRRE AND GDVFLD J/ ATUAIS PAN GROUNDAT TYD 6 NDDRR LOWER TOWERl7GROUND BAR B. AL COIECI TO SYSTFY SXVt , YNR M IEE BIIX BFKS KPVIAL tY 0.r01b M B6 MR O I2EU AUCETiS Will, REFER TO SHEET DETAIL THE F C NT CN a CURRENT fIAA. T-LgW[LTDI6 BLL XDF g ILpNEp, EMIiPN DOE LIG,GREEN0 FROM AI➢ NMII ARD [BDLLIWS fRB1 NRDIM IR S C FOR GROUND BM DET/JLS SPECIFIED. ��. sscrWs rRIIXD Rab m "Na OLAm Ba BM ALL BODS N MD W$NAL BE MINIMAL. 12' IMMANTBIW CABLES S1WL , BCT)ED—snm HIB IIB WE FBI10. CWffB AT UW DD. RM OEATEB TNN 150• SOUL ,BIDE, l0/AKS WILL Or LENGTH MICHNIV'E SND Iz TIED SXD COWER COOKOUTS LOOk" BIM 7011,El1 Olmli PROJECT WIY® FDI R [INIAD, BOK TO MUND FIC GRAM 11. REN VISIONAL CONTRACTOR SIAL Bun TR ND; M EACH OILER AM M GK MC W FBo PAIRS. DDamIMrz RIM TWEp DONNA'S PROJECT WNCW. _ _ _ _ _ _ _ _ _ _ _ _ _N\ 12. VBRLD DN" CIBIET MD RRE m XO HANG AS SKV" N EOMPEM X) RTAL 13. PROl, WADK BOKIC AAE06 BEINFOI UDI GTE AND POST F SIMM W ORAWBD. 11. CXTPATN $NAL FRAME QOTEIWG KIDIC Ai ALL CRAVED RNG CONNBTDI6, fRDMD RK TIE DTO EXISTING T 1Bl PTYPICAU TOKR 4 FROND NN QTSi1N EXISTING GROUND WIRE SMJDMUL fglgER iPNE SERVICE P.V]6, IX6TNG LORA XNDK RNOW, AK ADXTIDNUL GROUND (L1 M MTE WITH CRN) FRDNDIK AS ROAMED N ONTAMDI GROUND RING 15Glg16 15. CONTRACTOR WALL MIRE MECHANICAL.BINDING AT AL OMENTA SE, ID NECTS, FA9AD RW I2 ARE MINES, SOM COPPEt! GRDAO 014. IB• BELOW WADE XN ALL DISC TL ,NRS, FD D6CXWLTS, KERS }BX PA' WARDS BRF4 MAIN IO AK WM INBW RAMI D�nTED,GAM DMXA�,� MMALNX GR Cow,ALL,mm P CXMFLIDI6 9M1 , PKWBLY 1ERWWIFD WIM WD )PING Mns ND Baa SELF—SUPPORTING TOWER m. CON"ACTOR WNL REWE RVR FRW SEEMS BORE NLWNCVLT MMM; CONNECTIONS, CONTRACTOR MNL EG' RRH III ALL. POINTS W EWIAT �QN GROUNDING DETAIL D¢vRAR PEALS MRY CDO GAYANE W MW PAM AS APRDPRNrz m PEWIT Xldlpl. E 17, THE 701 QR EROIAID WS BAR (TEGB), $HVL, NSTALLED ,LBW 1M GROUNDING DIAGRAM SH16 TRANSMISSION UPS GROUND KIIS, NEAR THE AREA a THE TONT AT THE MAT WTEAE F NOT TO SCALE THE ANTENNA TRANSMISSION ONES TRANSITION FROM THE TOI TO ME CABINETS. `BABY EXACT IDGIDN OF GROMENG BAP I'm PROPER CONDUCTXP LUNGRL SH76 NOTE' GAOUKUNG BAR PROAOED 8Y TM ANIEwU CAGE INSTALLER RNA EXDTERIWC WELD NOT TO SCALE FROM ONE BUOYED cRaMwc RM ro WOAD BAA MNL ,TIE R6P, FDR a Can CmKNATE EOR THE ELILUE AHTENIM CAGE NStflo PER STRUCTURAL /43396122 DATED 06/03/09 INSTALL PROPOSED COAX LINES ON EMPTY TO SCHEDULE TO WE CMNECI CONNECTION. PROM, 1A' POC h' BEI) IN NEW WS B TOWER LEG. ANIENAW BABE RPSfALIATIOHS FON CONNECTDN , TECO m TOWER (WOUND RIGS. FO FEW TO GR OUTSIDE CABINET TOP OF GRAVEL x METALIC BOX, n f GRADE FINISH GRADE COVER HOUSING ETC. r w 30 DEEP INSPECTION WELL OR EQUIVALENT BRASS TWO HOLE ANTENNA CABLE o 12' TO 24' 0� z EXOTHERMIC w WELD MECHANICAL CRIMP CONNECTOR WITH - - (^or STAINLESS t -� J C I HARDWARE WEATHERPROOFING KT o �� B� sere g;`°$ F✓e�4� �� i - ° ° °°' °° —"3/4• CRUSHED STONE (SEE NOTE 3) #6 AWG STRANDED CU WIRE WfTH GREEN, 600V, 7HWN RING GROUND 2 AWG BCW OR EOUAL FILL TEST 30 R- 1 WELL TO it 8* OF w TOP O O INSULATION (GROUNDED TO CABLE GROUND KR GROUND BAR) (SEE NOTE 1 S 2) SOLID, TINNED NOTES: m GROUND ROD COPPER /2 SOLD BANNED CORP n 1. DO NOT INSTALL CABLE GROUND KT AT A BEND AND ALWAYS CLAD STEEL ROD EXOTHERMIC WELD DIRECT GROUND WORE DOWN TO GROUND BAR. WITH MINIMUM 5/8'0 X 8'-0' LONG CO2 AWG BARE TINNED CONNECTION (TYPEGT) SOLID COPPER WIRE (UNIT BOND) 2 BE TYPE AND PART NUMBER AS KIT MMENDED POD 012' %2 AWG SOD ONED BARE OR RECONDING SU BY CABLE MANUFACTERER. COPPER WIRE EXOTHERMIC PARALLEL EXOTHERMIC WELD NOTES: WELD CONNECTION TO TO EXTERIOR GROUND RING 3. WEATHER PROOONG SHALL BE (TYPE AND PART NUMBER AS 1. GROUND LINE TO BE A MIN. OF 30. OR BELOW FROST UNE, GROUND WELD' SUPPLIED OR RECOMMENDED BY CABLE IMNUFACTERER.) WHICHEVER DEEPER' 5/8' DLA. X 8' LONG 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED GROUND ROD CRon CPPERDCUD0 ND CABINET CONNECTION OF GROUND 45 DECREES FROM THE VERTICAL WITH ACCESS AREA CONNECTION (TYPE -Pr) GROUNDING DETAIL KIT TO ANTENNA CABLE GROUND ROD �1 G D SH16 NOT TO SCALE SH16 NOT TO SCALE SH1 NOT TO SCALE H 1 6 NOT TO SCALE �NwWBr s /_1 1,,;&TT ABI/aeDW F k IWIWBIWWO 12975 Woddgate Drive Herndon, VA. 20170 Notice: mit dooumem mnbira r4mpary pop S,y inlpma"on It may not no, reproduced. or ffororao,n ore in tYSWUE Mthout wAXen anoont of ITT Carp, AES, HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY. PP ATC 30B NO.: 81388 CAGE CODE 9M715 DRAMNGNUMBER: SIZE: REV: 433961 K3 D 0 SCALE WENT 16 a 18 NONE J NO Li O 0 U z O Q ry J 0 LL1 J U) Z /_1 1,,;&TT ABI/aeDW F k IWIWBIWWO 12975 Woddgate Drive Herndon, VA. 20170 Notice: mit dooumem mnbira r4mpary pop S,y inlpma"on It may not no, reproduced. or ffororao,n ore in tYSWUE Mthout wAXen anoont of ITT Carp, AES, HAZELTINE/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN BY. PP ATC 30B NO.: 81388 CAGE CODE 9M715 DRAMNGNUMBER: SIZE: REV: 433961 K3 D 0 SCALE WENT 16 a 18 NONE JUMPER, /2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR TYPICAL GROUNDING CONNECTION SH17 NOT TO SCALE bn1F9Ia#HDXii4:1 U.L APPROVED 20' X 1D0' PAVED ACCESS DRIVE GROUNDING CLAMP, EXISTING CHAINLINK TYPICAL AT EACH CONDOR. FENCE W/3 -STRAND BARBED WIRE RE TINNED \ 1ER WIRE GROUND (1) PARKING SPACE PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING EXTERIOR GROUND RING TYPICAL MULTIPLE e CONDUITS GROUNDING SH17 NOT TO SCALE NOTE: CONTRACTOR TO USE KOPR-SHIELD, PENETROX TYPE +E+ AT THESE CONNECTIONS HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL ALWAYS PROVIDE ONE SPACE / COMPRESSION LUGS (2 HOLES) TO BE INSTALLED BETWEEN GROUNDING LUGS. E BY ANTENNA CONTRACTOR WITH HEAT SHRINK TO GROUND KIT —� \ II n /-NEW 4' X 24' X 1/4' THK COPPER GROUND BAR P 6RAVEL SURFACE r EXISTING TOWER GROUNDING PROPOSED RT GROUNDING PROPOSED ITT 10' X 13' EQUIPMENT 10'PAD j WITHIN 10' X 15' LEASE AREA PROPOSED TIT H -FRAME R PROPOSED CLEARIWRE 7' X 7' GROUND SPACE EXISTING LESSEE/USER 14' X 16' SHELTER ERMIC WELD OWELD OR PROPOSED ITT GPS (2) LENT) PARALLEL, EXTERIOR (90') WELDS GROUND RING, /2ED. ATTACHED TO TME ICE'S r Two PLACES \d BRIDGE SOLID, BARE, TINNEDG LJ. COPPER GROUNDINGDEFORMITIES OR CONDUCTOR ALLOWED F 0 0 O 0 0 000 000 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 TYPE HS CADWELD MINIMUM RADIUS 45 JUMPER, /2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR TYPICAL GROUNDING CONNECTION SH17 NOT TO SCALE bn1F9Ia#HDXii4:1 U.L APPROVED 20' X 1D0' PAVED ACCESS DRIVE GROUNDING CLAMP, EXISTING CHAINLINK TYPICAL AT EACH CONDOR. FENCE W/3 -STRAND BARBED WIRE RE TINNED \ 1ER WIRE GROUND (1) PARKING SPACE PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING EXTERIOR GROUND RING TYPICAL MULTIPLE e CONDUITS GROUNDING SH17 NOT TO SCALE NOTE: CONTRACTOR TO USE KOPR-SHIELD, PENETROX TYPE +E+ AT THESE CONNECTIONS HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL ALWAYS PROVIDE ONE SPACE / COMPRESSION LUGS (2 HOLES) TO BE INSTALLED BETWEEN GROUNDING LUGS. E BY ANTENNA CONTRACTOR WITH HEAT SHRINK TO GROUND KIT —� \ II n /-NEW 4' X 24' X 1/4' THK COPPER GROUND BAR P 6RAVEL SURFACE r EXISTING TOWER GROUNDING PROPOSED RT GROUNDING PROPOSED ITT 10' X 13' EQUIPMENT 10'PAD j WITHIN 10' X 15' LEASE AREA PROPOSED TIT H -FRAME R PROPOSED CLEARIWRE 7' X 7' GROUND SPACE EXISTING LESSEE/USER 14' X 16' SHELTER NOTES: 1. ALL HARDWARE 6-88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR-SHIELD BEFORE ATTACHMENT. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELE 3. ALL HOLES ARE COUNTERSUNK 1/16 4. ALL LUGS ARE DOUBLE HOLED 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS 5. NO BACK TO HACK LUGS. 6. NO OVERLAPPING WASHER, GROUND BAR DETAIL NOT TO SCALE PROPOSED RT POWER ROUTING —PROPOSED DT TELCO ROUTING LATTICE TOWER r\ e a .A J PROPOSED ITT GPS (2) 00 00 O D O 00 O O 00 O 000 O O ATTACHED TO TME ICE'S r Two PLACES \d BRIDGE 4 LJ. 0000 O C O O O O 000 00000 000 0 SEAL AT BI1LDNn WALLS U E' MINIMUM SEPARATION 0 0 O 0 0 000 000 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 TYPE HS CADWELD O+ y+ \ 1112 SOLID TINNED CU LEAD TO EXTERIOR LOOP IN 1/2+ SEAL TRE W/ SILICON SEAL 0 24 - U z VERIFY IN FIELD 0 NOTES: 1. ALL HARDWARE 6-88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR-SHIELD BEFORE ATTACHMENT. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELE 3. ALL HOLES ARE COUNTERSUNK 1/16 4. ALL LUGS ARE DOUBLE HOLED 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS 5. NO BACK TO HACK LUGS. 6. NO OVERLAPPING WASHER, GROUND BAR DETAIL NOT TO SCALE PROPOSED RT POWER ROUTING —PROPOSED DT TELCO ROUTING LATTICE TOWER r\ e a .A �X / \ / e �lb 'S'J i5 PROPOSED ITT 'S5 GAS UNE ROUTING PROPOSED RT CE BRIDGE PROPOSED ITT LP GAS GENERATOR PROPOSED ITT NEMA 3R 18' X 12' X 6' BOX PROPOSED RT CABINET D COMPOUND GROUNDING PLAN SH17 NOT TO SCALE Ucense ITT Alrrwl `/1 - & falRwoM 12975 Woddgate Drive Hemdon, VA. 20170 Notice: It fray not rmrtrociu or m It may not in repmrnen lof I a Coro Are S eiacwseo w:nwu: wrinen cwsem of irr core. nes. HAZE LTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By. PP o Op ATC JOB NO.: 81 388 CAGECODE 9M715 DRAWING NUMBER: Bill: REV: 433961K3 D 2 SCALE. .17m 18 NONE J 0�/ LJ. 0 U z 0 C) PROPOSED ITT W J 3'-6' X 3'-6' PRO _ �'— CONCRETE PAD FOR 120 GALLON I her - cl- Specificati PROPANE TANK repo _ �... finder lnV /'- 10' NO SPARK SUI`Cr 1:`_D6Y BUFFER PIC, s of EO ffi _,.,-.3RlE 120 GA 120 GAL \ PROPANE WiKt �X / \ / e �lb 'S'J i5 PROPOSED ITT 'S5 GAS UNE ROUTING PROPOSED RT CE BRIDGE PROPOSED ITT LP GAS GENERATOR PROPOSED ITT NEMA 3R 18' X 12' X 6' BOX PROPOSED RT CABINET D COMPOUND GROUNDING PLAN SH17 NOT TO SCALE Ucense ITT Alrrwl `/1 - & falRwoM 12975 Woddgate Drive Hemdon, VA. 20170 Notice: It fray not rmrtrociu or m It may not in repmrnen lof I a Coro Are S eiacwseo w:nwu: wrinen cwsem of irr core. nes. HAZE LTI N E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 DRAWN By. PP o Op ATC JOB NO.: 81 388 CAGECODE 9M715 DRAWING NUMBER: Bill: REV: 433961K3 D 2 SCALE. .17m 18 NONE NOIFS 1. USE THIS SHEET N CMUNCTIDN CORN SHEET 14 (RISER DIAGRAM). 2. ALL UPOSED UNISTRUT S TO BE COLD SAWN AND RUBBER CAPPED. 3. ZINC PLATED HARDWARE IS NOT ACCEPTABLE. 4. All ELECTRICAL CABINETS, CONDUITS, ETC. TO BE SEALED WATER TIGHT. GALVANIZED PIPE CAP M' GALVANIZED PPE m PROVIDE 3/16' THC CAP PIATE. SEAL WELD AROUND 1 5/7' SOME P1DDO UIRSTRUT, PROVIDE END CMS, FASTEN TO POST WITH 11/2' STAINLESS U -BOLTS, LOCATION TO SLAT UTILITY EO1P1@1T ATTACHMENT REOUIREEIRS m END CAP m N PVC CONDUIT (TYP.) 2' RNC BELOW FINISH GRADE AND GRC ABOVE FN91 GRADE (IMP. 4) TOP OF GRAVEL FINISHED GRADE FIBER CLOTH RNC FROM TELCO DOM RNC TELCO TO EQUIP. /2 AMC GROUND WIRE /2 AWG TWO CONDUCTOR TO GRNMD FIND (IMP.) III -I CONCRETE CAISSON (3000 PSI WN) I. unsnnm SOIL COORDINATE DISTANCE IN FIELD 24' X 24' X IV NOM 3R TELCO W OC V BOX INCLUDE GI 41DBAR ITH (WITH PKI2GrA GND ROT)) GFCI WITH WEATHER OUTDOOR RATED HALOGEN UDHT (REGENT PROOF COVER PART NUMBER GP100WL OR EOUN.) n TELCO S 0 ATS A H -FRAME ELEVATION SHT8 NOT TO SCALE NOTE: H—FRAME IS TO BE LOCATED A MINIMUM OF 6" OFF OF CONCRETE SLAB. 100A SERVICE ENTRANCE RATED. 2 -POLE, REIN -311 120/240 V. ATS A (AUIONATIC TRANSFER MICE) NEIN 3R PANEL BOND VIE our DENERAC RTS OR EDUN. IOA INN CIRCUIT BREAKER fDB Y_ I, (MODEL OO1612MI25FTRB1OO —�E WITH PKI2GTA OND KR) SRR OP AM CAP Pr; SPARE 1' 14 GROUND ELECTRIC CONDUCTOR N 1/2' RNC TD (2) 5/8-W GROUND RODS PER NEC E BOOM TO GROUND RING. License 4 44 W Enpn r ITT life Admn"d M!8&141 aWW 12975 Woddgate Drive Herndon, VA. 20170 Notice: i down l wnmins mTaa^r amria:a� ir:o�-,a1c 11 may not � repmduR . or Informalio, here r Oisdosetl wilMN wMten mnsenldlTT Cor: HAZELTIN E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 L'nis�31 PP ATC JOB NO.: 81388 CAGE CODE 91M715 J SIZE: REV: 433961K3 O�/ 0 I SCALE'. Ll_ NONE Z O omom U z MPP p 3: omom D-40 J o m oomom I QJ m m m m m 6'-0' MAX !R—C I�'--J specificat m m I iC/)._ Under mY 1' RNC BFLOM FINISH GRADE AND� cp sll'; Z `.:CODS GRC ABOVE FINISH GRADE (TYP. 3) r•, SRR OP AM CAP Pr; SPARE 1' 14 GROUND ELECTRIC CONDUCTOR N 1/2' RNC TD (2) 5/8-W GROUND RODS PER NEC E BOOM TO GROUND RING. License 4 44 W Enpn r ITT life Admn"d M!8&141 aWW 12975 Woddgate Drive Herndon, VA. 20170 Notice: i down l wnmins mTaa^r amria:a� ir:o�-,a1c 11 may not � repmduR . or Informalio, here r Oisdosetl wilMN wMten mnsenldlTT Cor: HAZELTIN E/ITTSV 173-21 2290 LYMAN RD HAZELTINE, MN 55317 L'nis�31 PP ATC JOB NO.: 81388 CAGE CODE 91M715 or DRAWINGNUMBER: SIZE: REV: 433961K3 ID 0 I SCALE'. sm 18 a 18 NONE or Generous, Bob From: Tim Jeske [TJeske@TCWR.NET] Sent: Monday, November 16, 2009 10:28 AM To: Generous, Bob Cc: Bob Suko; Mark Wegner Subject: Planning Case 09-19 Robert, I am writing you in response to your notice pertaining to your planning case # 09-19 / PID: 25-8110240 for additional radio equipment to be added to an existing tower situated close to TCWR property by Lyman Boulevard. While we don't object to the structural element of this project we do have concerns pertaining to potential radio interference. We use radio communications to control train and maintenance traffic on TCWR and interference with these radio communications will cause operational and safety issues. If TCWR gets assurance that this project will not interfere with our current radio system or any future communication needs we would have no objections to this project. Tim Jeske Twin Cites & Western Railroad Memorandum TO: Bob Generous, Senior Planner FROM: Terry Jeffery, Water Resources Coordinator DATE: November 13, 2009 RE: Planning Case 09-19: American Tower CUP I have reviewed the plans dated October 23, 2009 submitted by ITT Corporation for the proposed improvements to the existing radio tower. Based upon my review, it appears that no significant additional land disturbance will occur. As such, I have no comments at this time. I f you have any questions, please contact me at extension 1168. Generous, Bob From: Fauske, Alyson Sent: Wednesday, November 18, 2009 2:44 PM To: Generous, Bob Cc: Oehme, Paul; Jeffery, Terry Subject: American Tower CUP Amendment :.. The plans submitted show proposed improvements within the existing pad located north of Lyman Boulevard between Galpin Boulevard and the railroad tracks. The applicant does not propose to expand the existing impervious surface. There is no grading proposed. Engineering does not have any comments or conditions of approval. Thanks, Alyson Fauske Assistant City Engineer City of Chanhassen ph: 952-227-1164 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-19 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 1, 2009, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an Amendment to Conditional Use Permit 90-3 to allow co-location/addition of 1TT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 and located at 2290 Lyman Boulevard (Outlot B, Stone Creek First Addition). Applicant: American Tower Company A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sere/olan/09-19.htm1 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bQenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 19, 2009) SCANNED MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerrin Mohn, Building Official DATE: November 4, 2009 SUBJ: Site Plan Review for: Amendment to conditional use permit 90-3 at existing telecommunication tower site at 2290 Lyman Blvd. to allow co -location of equipment. Planning Case: 09-19 I have reviewed the request for the above project and have the following conditions: 1. A building permit is required for equipment pad and LP gas storage tank pad. 2. A mechanical permit is required for connection (gas piping) of LP storage tank to LP gas generator. 3. The plans must be signed by appropriate design professionals. G:\PLAN\2009 Planning Cases\09-19 American Tower CUP 90-3 Amendment\buildingofficialcomments.doc Date: November 2, 2009 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: November 20, 2009 By: Robert Generous, Senior Planner Subject: Request for Amendment to Conditional Use Permit 90-3 to allow co-location/addition of TIT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 and located at 2290 Lyman Blvd. (Outlot B, Stone Creek Fust Addition) Applicant: American Tower Company Planning Case: 09-19 PID: 25-8110240 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 30, 2009. The 60 -day review period ends December 29, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and Proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on December 1, 2009 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 20, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Twin Cities & Western Railroad Legend carver Raids usxp.ae YY Xew.ery CakX Aotle caanp Auh ./ rsen,ee Acos /�,/• Cogan h, as Rose Likes Pamela cdor 2008 Map Created: 11-2-2009 PID# 258110240 (Parcellnjornradon Property Address: TaWyer lalormation: NOT ON FILE MERLE & JANE VOLK C/O VERIZON WIRELESS 180 WASHINGTON VALLEY RD ATTN: NETWORK REAL ESTATE BEDMINSTER, NJ 07921 Parcel Properdes GIS Acres: 3.32207475 Homestead: N School District: 0112 Parcel Locadon Section: IS PI -t ormatlen: Township: 116 STONE CREEK FIRST ADDITION Range: 023 OUH.OT B ayable Year 2010 jLa& Sale InjorMadon Est Market Value Land: $246900Last Sale NOT ON FILE Est Market Value Building: $50200 Est Market Value Total: $297100 CARVER COUNTY GIS DISCLAEHER: This map was created using Carver County�s Geographic Information Systems (GIS), it is a compilation of information and data from various Ciry, County State, and Federal otHces. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. PLEASE PRINT Planning Case No. Dcl " i ni CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Doug Ruwe - American Tower 21307 Rio Oro Dr C'ornelinc Nr 980 1 Contact: Phone:704-975-6161 Fax: Email: ougg ruwe@am@americantower.com owner Name and Addre Merle & Jane Volk 16925 County RD 40 Phone: Email: CITY OF CHANHASSEN RECEIVED OCT 3 0 2009 CHANHASSEN P1.NMNG DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment_/ X Conditional Use Permit (CUP) 7iS� Interim Use Permit (IUP) Non -conforming Use Permit _ Planned Unit Development* _ Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign $200 (City to install and re ove) X EscFiling Fees/Attorney Cost - 5 0 CUP SPRA/AC/VAR/WAP/Metes & Bounds -$4 in( SUB TOTALFEE$ to-7CS—,ca CV- a',1r176v 1 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/:" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECTNAME: I7TSV173-21 Colocation 2290 L v LOCATION: yman_ Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: -94-3243J-12. CA5 -$ 11 Omsk) TOTAL ACREAGE: WETLANDS PRESENT: YES X NO PRESENTZONING: Commercial REQUESTED ZONING: Commercial - amend COP 90-3 PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: To allow the colocation/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower. FOR SrrE PLAN REVIEW: Include number of ebsting employees: and new employees: This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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. The documents and information I have submitted are true and correct to the best of my knowledge. nature of Applicant Date Signature of Fee Owner Date G:1pl21111forms0evelopment Review Application.DOC Rev. 1/08 A AMERICAN TOWER• CO Nro AAT ICN October 29, 2009 City of Chanhassen Community Development — Bob Generous 7700 Market Boulevard, PO Box 147 Chanhassen, MN 55317 RE: ITTSV 173-07 ITT FAA Collocation American Tower Site Code: 305556 2922 Hibbard Rd Parcel Number 11-04-200-003 Dear Bob: CITE DF CHANHASSEN RECEIVED OCT 3 0 2009 CHANHASSEN pLANNING DEPT As we discussed, enclosed please find: City of Chanhassen Development Review Application to amend CUP90-3, (2) letter of authorization (ITT/FAA), copy a stamped construction drawings for ITTSV 173-21, a stamped structural analyses, and a check for $675.00 for the review fee for the zoning your review. Hopefully we can still make the December meeting agendas. Specifically, ITT is applying for zoning and building permits to collocate six (6) antennas and coaxial lines on the existing tower referenced above. They will also be installing a radio equipment cabinet, an emergency back-up diesel generator on a new concrete pad within the existing fenced compound. The tower will not increase in height and the compound will not increase in size due to the installation. The purpose of this collocation is the replacement of the existing FAA air navigation system. Once implemented, this new technology will greatly enhance the safety of the traveling public in all types of aircraft. The total job cost is expected to be $30,000.00. At this time American Tower has not selected a contractor, but once the use has been approved and the fees determined, we will have the general contractor complete the building permit applications and pay any outstanding fees. Please let me know if the material provided is deficient, or if you need any additional information. Should you have any questions please contact me at (704) 975-6161 or by e-mail doug.ruwe@americantower.com. American Tower greatly appreciates your assistance with this permit request. Sincerely, Doug Rowe Project Manager Site Development (704)975-6161 doug.ruwe@AmericanTower.com Enclosures 21307 Rio Oro Dr • Comelius NC 28031 • (704) 9756161 • doug.ruwe@amerimntower.com ITT PERMIT AUTHORIZATION Advanced Engineering & Sciences 12975 Wwklgen Drive Herndon, VA 20170 I hereby authorize American Tower Corporation to act as agent for ITT Corporation, Advanced Engineering & Sciences Division in the application for all permits and utility services associated with this site. ITT Corporation Advanced Engineering & Sciences Division An Indiana Corporation j; y: Frank Pallante Title: Vice President of Contracts Date: , - d? COMMONWEALTH OF VIRGINIA COUNTY OF FAIRFAX The foregoing document was acknowledged before me this 1 ;2- day of kav , 2009 by FCvsaf= ?Ca tloA-t_ , who is personally known to me. 1.ur'wwuYor- L-0 -If - t;anrnonweYNVStetB o[ Via TM "ft Wkwowvanabowlillim bdmrmthis +Z1gya_�_ 204& by, n '"' MM"4 ion "PW": 19.qaust31, .ter z W WUA"WJ1.WU IQf 71007 v,ysyw.y •.+vr �•�.-<,e,nox..v,ga.e. .,•+:tw,.w U.& Deporhnent of Trorupwto"on r9tlwat Aviatton AdMnWatton JAN - 2 2008 Mr. Greg Hughes Contracts Manager. ADS -B Programs ITT Corporation Defense Electronics & Services 12975 Woridgate Drive Herndon, VA 20170-6008 Re: Automatic Dependent Surveillance -Broadcast (ADS -B) Contract DTFAWA-07-C-00067 Dear Mr. Hughes: This letter serves to emphasize to you and your potential partners the importance of the Federal Aviation Administration (FAA) ADS -B contract which was awarded to ITT Corporation on August 30, 2007, The FAA is undertaking a dramatic modernization of the National Airspace System under a program entitled Next Generation Air Traffic Management Systems (NextGcn). The ADS - B program is the cornerstone of the NextGen. ADS -B will provide technology that in the near term will enhance safety and in the longer term promise significant system capacity and efficiency benefits essential to meeting forecasted increases in air traffic demand. ADS -B is and will remain a high visibility program. Avionics manufacturers and aviation organizations/companies are relying on the FAA to meet the ADS -B implementation schedule. The FAA has began full scale development of the ADS -B system with the award of the ITT contract and will begin nation wide deployment in the near term. Any support that can be given to ITT in the development and fielding of ADS -B infrastructure is strongly encouraged. The FAA considers this program an opportunity to significantly benefit the nation's transportation infrastructure with new technology. It is believed that just as in the introduction of the internet, there will be many spin-off opportunities. --Slficml , Riche L. Day Vice President En Route and Oceanic ServiZ Date: November 2, 2009 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: November 20, 2009 By: Robert Generous, Senior Planner Subject: Request for Amendment to Conditional Use Permit 90-3 to allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 and located at 2290 Lyman Blvd. (Outlot B, Stone Creek First Addition) Applicant: American Tower Company Planning Case: 09-19 PID: 25-8110240 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 30, 2009. The 60 -day review period ends December 29, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concemed so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on December 1, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 20, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Twin Cities & Western Railroad SCANNED Legend Camr Roser m0ae. IN "Yga N cm t.r C."Reeis �..// t..wwe cpt.ee. Lukes Parcels Cda 2008 Nap Created: 11-2-2009 �arcelInformation Properly Address: Taxpayer tnforrnstloa: NOT ON FILE MERLE & JANE VOLK C/O VERIZON WIRELESS ISO WASHINGTON VALLEY ED ATM: NETWORK REAL ESTATE BEDMINSTER, NJ 07921 Parcel Properties GIS Acres: 3.32207475 Homestead: N School District: 0112 Parcel Location Section: 15 Plat Itafosaatlow Township: 116 STONE CREEK FIRST ADDITION Rage: 023 OUTLOT B ayable Year 2010 Sale Information Est Market Value Lad: $246900Loa Sale NOT ON FILE EIL Market Value Building- $50200 Est. Market Value Total: $297100 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation AN I of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. Date: November 2, 2009 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Pian Referral Agencies From: Planning Department Review Response Deadline: November 20, 2009 By: Robert Generous, Senior Planner Subject: Request for Amendment to Conditional Use Permit 90-3 to allow co-location/addition of ITT/FAA antennas and radio equipment at an existing telecommunication tower on property zoned Agricultural Estate District A2 and located at 2290 Lyman Blvd. (Outlot B, Stone Creek Fust Addition) Applicant: American Tower Company Planning Case: 09-19 PID: 25-8110240 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 30, 2009. The 60 -day review period ends December 29, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on December 1, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 20, 2009. You may also appear at the Planning Commission meelmg if you so desire. Your cooperation and assistance is greatly appreciated. `t _ JSo�s,-,'�� / 0r) 1. City Departments: I V 5 �Carver County a. City Engineer a. Engineer b. City Attorney b. Environmental Services c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Twin Cities & Western Railroad SCANNED AMERICAN TOWER CUP 90-3 AMENDMENT - PLANNING CASE 09-19 $425 Conditional Use Permit $50 Recording Fee $200 Notification Sign $675 TOTAL $675 Less Check No. 238809 from ATC Tower Services, Inc. SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 10/30/2009 2:35 PM Receipt No. 0113557 CLERK: katie PAYEE: ATC Tower Services, Inc ------------------------------------------------------- Use & Variance 425.00 Sign Rent 200.00 Recording Fees 50.00 Total 675.00 Cash 0.00 Check 238809 675.00 Change 0.00 SCANNED T4able Year 2010 EsL Market Value Land: $246900 Eat Market Value Building: $50200 Map Created: 10-30.2009 Est Market Value Total: $297100 raryayer information: MERLE & JANE VOLK C(O VERIZON WIRELESS 180 WASHINGTON VALLEY RD ATIN: NETWORK REAL ESTATE BEDMINSTER, NJ 07921 ADDITION t Sale Information Sale NOT ON FILE CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data fiom various City, Cowry, State, and Federal offi=. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for my inaccuracies contained hereia SCANNED Legend areellnjormadon Property Address: Carrer8wds NOT ON FILE usq' p �! MAN., Ca,nry Awa r nr A a Parcel Properties GIS Acres 3.32207475 HomeskW: N /✓ ^"s.AOm School District: 0112 lakes arcel Location Pane, Section: IS Cdv 1911 Tov :s . 116 T4able Year 2010 EsL Market Value Land: $246900 Eat Market Value Building: $50200 Map Created: 10-30.2009 Est Market Value Total: $297100 raryayer information: MERLE & JANE VOLK C(O VERIZON WIRELESS 180 WASHINGTON VALLEY RD ATIN: NETWORK REAL ESTATE BEDMINSTER, NJ 07921 ADDITION t Sale Information Sale NOT ON FILE CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data fiom various City, Cowry, State, and Federal offi=. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for my inaccuracies contained hereia SCANNED I'�M=RICAN TOW=R Structural Analysis Report Structure ATC Site Name ATC Site Number Proposed Carrier Carrier Site Name Carrier Site Number County Engineering Number Date 115 ft Pirod Self Supported Tower Hazeltine, MN 81388 ITT Corporation Chanhassen 173-21 Carver 43396122 June 3, 2009 Usage 40% Legs, 70% Diagonals, 9% Horizontals Submitted by: Christopher L. Jolly, E.I. Design Engineer American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919-468-0112 PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepa*ed by me or under my direct supervision and that 1 am a duly Licensed Professional Enemeer under the laws of the State of Mmn Qsota. PnntName: RaphaelI Mohamed Signature: Dater Lw:nse 4 44557 SCANNED Engineering Number 43396122 June 3, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 115 ft Pirod Self Supported Tower located at 2290 Lyman Blvd., Chanhassen, Minnesota, 55317, Carver County (ATC Site No. 81388). The tower was originally designed and manufactured by Pirod (Drawing No. 114515-B, dated August 15, 1990). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc, Software. The analysis assumes that the tower is in good, undamaged, and non -corroded condition. Basic Wind Speed: 80 mph (Fastest Mile) Radial lee: 69 mph (Fastest Mile) w/ %:" ice Code: TIA/EIA-222-F / 2006 IBC Section 1609.1.1, Exception (4) and Section 3108.4 / 2007 Minnesota State Building Code Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas [lov. Qty Antennas Mount Coax Carrier 114.0 6 Swedcom ALP 9214-N (3) Flat Light Sector Frames 6 7/8" Verizon 6 Antel LPA-185080/8CF 6 1 5/8" 6 TTA 4 15/8" 3 CSS VC -880 3 7/8" 3 CSS DBC -750 Proposed Antennas Eley. 01)Antennas Qty Mount Coax Carrier 95.0 1Vertex 101 V VPD (3) Stand Off 1 7/8" [TT Corporation 1 DBS stems 5100A 1 15/8" 4 DBS stems 5100A -D 4 15/8" Install proposed coax on empty tower leg. Engineering Number 43396122 June 3, 2009 Page 2 Results The maximum structure usage is: 70% Leg Forces Original Design Reactions Current Analysis Reactions o /o Of Design Uplift Kis 223.9 91-041 Axial Kis 241.9 109.1 45 Shear Kis 40.6 15.9 39 The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis resuhs, the structure meets the requirements per TIA/EIA-222-F and 2007 MSBC standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919-465-6545. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un -corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Copyright Semaan Engineering Solutions, Inc Loads: 80 mph no ice 69 moh wl 1/2" radial ice Job Information Tower: 81988 Location : Hazeltine, MN Code: TIA/EIA-222 Rev F Shape : Triangle Base Width : 19.00 ft Client: ITT Corporation Top Width: 7.50 ft 1 .2 128 501s1 12"BD 1.75" SAE 36ksi 4X4%0.25 3 12B 50ks1 12"BD 1.75" SAE 36ks1 3%3X0.3125 4.5 12B SOW 12"SO 1.5" SAE 36ksi 3X3%0.1875 6 12B 50ksl 12"BD 1.25" SAE 36ksi 2.5X2.5)(0.1875 SAE 36ksi 2.SX2.6X0.1a75 Discrete Appurtenance Elev (ft) TV pe Qty Description 114.00 3 CSS DSC -750 114.00 Panel 3 CSS X7C-890 114.00 6 TTA 114.00 Mountlna Frame 3 Flat Liaht Sector Frames 114.00 Panel 6 Antal LPA-165080/8CF 114.00 Panel 6 Swedcom ALP 9214-N 95.00 Whip 4 OB Systems 510OA-D 95.00 Whip 1 OB Systems 5100A 95.00 Stralaht Arm 3 Stand Off 95.00 Panel 1 Vertex 101V VPD Linear Appurtenance Elev (ft) Uplift 90.97 k Moment 1.678.86 ft -k Vert 109.08 k Total Down 20.69 k Honz 15.86 k Total Shear 23.39 k From To City Description 0.000 115.00 1 Climbing Ladder 0.000 114.00 9 719" Coax 0.000 114.00 6 1 519" Coax Copyrght Senni Engineering Solutions, Inc Site Number: 81388 Y 613120091:49:08 PM Location: Hazeltine, MN Code: TIA/EIA-222 Rev F X Gh : 1.15 Section Forces LoadCase Normal No Ice 80.00 mph Wind Normal To Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 LoadCase 60 deg No Ice 80.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Round Eff Linear Linear Total Total Struct Linear Total Linear Sect Height Area Area Area Sal Area Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (lb) (Ib) Face 6 102.5 22.65 12.37 19.53 0.00 0.15 2.791.00 1.00 0.58 23.71 54.21 0.00 2,676.9 0.0 1,724.19 1,697.2 3,421.47 1 5 80.00 21.10 14.44 17.23 0.00 0.14 2.791.00 1.00 0.58 24.45 59.47 0.00 2,789.4 0.0 1,660.13 1,734.6 3,394.74 1 4 60.00 19.44 15.97 17.23 0.00 0.13 2.861.00 1.00 0.58 25.93 59.47 0.00 2,857.7 0.0 1,657.74 1,597.7 3,255.47 1 3 40.00 17.31 17.56 18.83 0.00 0.12 2.881.00 1.00 0.58 28.44 59.47 0.00 3.825.9 0.0 1,633.06 1,422.9 3.056.02 1 2 20.00 16.38 25.68 18.83 0.00 0.13 2.841.00 1.00 0.58 36.57 59.47 0.00 4,068.3 0.0 1,962.56 1,346.8 3,309.42 1 1 5.00 16.38 13.71 9.42 0.00 0.12 2.871.00 1.00 0.58 19.15 29.73 0.00 2,085.8 0.0 1,035.75 673.43 1,709.18 1 2.87 0.85 1.00 0.58 17.09 29.73 0.00 2,085.8 0.0 924.54 673.43 1,597.97 18,303.9 0.0 18,146.30 LoadCase 60 deg No Ice 80.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 LoadCase 90 deg No Ice 80.00 mph Wind at 90 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Round Eff Linear Linear Total Total Struct Linear Total Linear Sect Height Area Area Area Sol Area Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (I b) Ice (lb) (Ib) (I b) (Ib) Face 6 102.5 22.65 12.37 19.53 0.00 0.15 2.79 0.80 1.00 0.58 21.24 54.21 0.00 2,676.9 0.0 1,544.35 1,697.2 3,241.63 1 5 80.00 21.10 14.44 17.23 0.00 0.14 2.79 0.80 1.00 0.58 21.56 59.47 0.00 2,789.4 0.0 1,463.97 1,734.6 3,198.57 1 4 60.00 19.44 15.97 17.23 0.00 0.13 2.86 0.80 1.00 0.58 22.74 59.47 0.00 2,857.7 0.0 1,453.59 1,597.7 3,051.32 1 3 40.00 17.31 17.56 18.83 0.00 0.12 2.88 0.80 1.00 0.58 24.92 59.47 0.00 3,825.9 0.0 1,431.35 1,422.9 2,854.31 1 2 20.00 16.38 25.68 18.83 0.00 0.13 2.84 0.80 1.00 0.58 31.44 59.47 0.00 4,068.3 0.0 1,687.01 1,346.8 3,033.87 1 1 5.00 16.38 13.71 9.42 0.00 0.12 2.87 0.80 1.00 0.58 16.41 29.73 0.00 2,085.8 0.0 887.47 673.43 1,560.90 1 2.87 0.85 1.00 0.58 17.09 29.73 0.00 2,085.8 0.0 924.54 673.43 1,597.97 18,303.9 0.0 16,940.60 LoadCase 90 deg No Ice 80.00 mph Wind at 90 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Page 1 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) Face 6 102.5 22.65 12.37 19.53 0.00 0.15 2.79 0.85 1.00 0.58 21.86 54.21 0.00 2,676.9 0.0 1,589.31 1,697.2 3,286.59 1 5 80.00 21.10 14.44 17.23 0.00 0.14 2.79 0.85 1.00 0.58 22.28 59.47 0.00 2,789.4 0.0 1,513.01 1,734.6 3,247.61 1 4 60.00 19.44 15.97 17.23 0.00 0.13 2.86 0.85 1.00 0.58 23.54 59.47 0.00 2,857.7 0.0 1,504.63 1,597.7 3,102.36 1 3 40.00 17.31 17.56 18.83 0.00 0.12 2.88 0.85 1.00 0.58 25.80 59.47 0.00 3,825.9 0.0 1,481.78 1,422.9 2,904.74 1 2 20.00 16.38 25.68 18.83 0.00 0.13 2.84 0.85 1.00 0.58 32.72 59.47 0.00 4,068.3 0.0 1,755.90 1,346.8 3,102.76 1 1 5.00 16.38 13.71 9.42 0.00 0.12 2.87 0.85 1.00 0.58 17.09 29.73 0.00 2,085.8 0.0 924.54 673.43 1,597.97 1 18,303.9 0.0 17,242.02 Page 1 Gh : 1.15 LoadCase Normal Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Site Number: 81388 Location: Hazeltine, MN Code: TIA/EIA-222 Rev F Section Forces 69.28 mph Wind Normal To Face with Ice Ice Copyright Sennaan Engineering Solutions, Inc Y 61312009 1:49:08 PM X Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (I b) Ice (lb) (Ib) (Ib) (Ib) Face 6 102.5 16.99 12.37 28.82 9.29 0.19 2.641.00 1.00 0.59 29.31 54.21 34.58 3,832.4 1,155.5 1,511.79 2,084.9 3,596.72 1 5 80.00 15.82 14.44 25.53 8.30 0.18 2.661.00 1.00 0.59 29.42 59.47 36.67 4,018.6 1,229.2 1,425.82 2,102.9 3,528.81 1 4 60.00 14.58 15.97 26.04 8.81 0.16 2.731.00 1.00 0.58 31.15 59.47 36.67 4,133.5 1,275.8 1,427.82 1,937.0 3.364.87 1 3 40.00 12.98 17.56 28.18 9.35 0.15 2.761.00 1.00 0.58 33.96 59.47 36.67 5,168.6 1,342.7 1,402.89 1,725.1 3,128.05 1 2 20.00 12.29 25.68 28.75 9.91 0.16 2.731.00 1.00 0.58 42.44 59.47 36.67 5,646.5 1,578.2 1,642.75 1,632.9 3,275.65 1 1 5.00 12.29 13.71 14.59 5.17 0.15 2.76 1.00 1.00 0.58 22.20 29.73 18.33 2,900.8 815.0 867.43 816.45 1,683.88 1 25,700.3 7,396.4 18,577.98 LoadCase 60 deg Ice 69.28 mph Wind at 60 deg From Face with Ice Allow Stress Inc: 1,333 Dead LF: 1.000 Wind LF: 1.000 25,700.3 7,396.4 17,713.08 LoadCase 90 deg Ice 69.28 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1,000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Round Eff Linear Linear Total Total Struct Linear Total Linear Sect Height Area Area Area Sol Area Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) Face 6 102.5 16.99 12.37 28.82 9.29 0.19 2.64 0.80 1.00 0.59 26.84 54.21 34.58 3,832.4 1,155.5 1,384.24 2,084.9 3,469.17 1 5 80.00 15.82 14.44 25.53 8.30 0.18 2.660.80 1.00 0.59 26.53 59.47 36.67 4,018.6 1,229.2 1,285.84 2,102.9 3,388.83 1 4 60.00 14.58 15.97 26.04 8.81 0.16 2.73 0.80 1.00 0.58 27.96 59.47 36.67 4,133.5 1,275.8 1,281.47 1,937.0 3,218.52 1 3 40.00 12.98 17.56 28.18 9.35 0.15 2.76 0.80 1.00 0.58 30.45 59.47 36.67 5,168.6 1,342.7 1,257.79 1,725.1 2,982.95 1 2 20.00 12.29 25.68 28.75 9.91 0.16 2.73 0.80 1.00 0.58 37.30 59.47 36.67 5,646.5 1,578.2 1,443.96 1.632.9 3.076.86 1 1 5.00 12.29 13.71 14.59 5.17 0.15 2.76 0.80 1.00 0.58 19.46 29.73 18.33 2,900.8 815.0 760.30 816.45 1,576.75 1 25,700.3 7,396.4 17,713.08 LoadCase 90 deg Ice 69.28 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1,000 Wind LF: 1.000 25,700.3 7,396.4 17,929.31 Page 2 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (1 b) (Ib) Face 6 102.5 16.99 12.37 28.82 9.29 0.19 2.64 0.85 1.00 0.59 27.46 54.21 34.58 3.832.4 1.155.5 1,416.12 2.084.9 3.501.06 1 5 80.00 15.82 14.44 25.53 8.30 0.18 2.66 0.85 1.00 0.59 27.26 59.47 36.67 4,018.6 1,229.2 1,320.83 2,102.9 3,423.82 1 4 60.00 14.58 15.97 26.04 8.81 0.16 2.73 0.85 1.00 0.58 28.76 59.47 36.67 4,133.5 1,275.8 1,318.06 1,937.0 3,255.11 1 3 40.00 12.98 17.56 28.18 9.35 0.15 2.76 0.85 1.00 0.58 31.33 59.47 36.67 5,168.6 1,342.7 1,294.06 1,725.1 3,019.22 1 2 20.00 12.29 25.68 28.75 9.91 0.16 2.73 0.85 1.00 0.58 38.59 59.47 36.67 5,646.5 1,578.2 1,493.66 1,632.9 3,126.56 1 1 5.00 12.29 13.71 14.59 5.17 0.15 2.76 0.85 1.00 0.58 20.14 29.73 18.33 2,900.8 815.0 787.08 816.45 1,603.53 1 25,700.3 7,396.4 17,929.31 Page 2 Site Number: 81388 Location: Hazeltine, MN Code: TIA/EIA-222 Rev F Tower Loading Discrete Appurtenance Properties Copyright Semaan Engineering Solutions, Inc Y 61312009 1:49:08 PM X Z/ Attach Elev No Ice Ice Distance To Vert Flev Width Weight Weiqht CaAa CaAa Weight CaAa CaAa From Face XAngle Ecc (ft) Description Qty (Ib) (sf) Factor (lb) (sf) Factor (ft) (deg) (ft) 114.0 CSS DBC -750 3 4.88 0.510 0.67 7.65 0.650 0.67 0.000 0.00 0.000 114.0 CSS X7C-880 3 40.00 12.580 0.82 110.60 13.560 0.82 0.000 0.00 0.000 114.0 TTA 6 10.00 1.400 0.67 20.34 1.640 0.67 0.000 0.00 0.000 114.0 Flat Light Sector Frames 3 400.00 17.900 0.75 510.00 22.200 0.75 0.000 0.00 0.000 114.0 Antel LPA-18508018CF 6 7.00 2.095 1.17 25.04 2.400 1.17 0.000 0.00 0.000 114.0 Swedcom ALP 9214-N 6 53.00 11.890 1.04 151.00 12.860 1.04 0.000 0.00 0.000 95.00 DB Systems 5100A -D 4 38.00 3.090 1.00 66.00 3.500 1.00 0.000 0.00 3.240 95.00 DB Systems 5100A 1 21.00 2.070 1.00 36.30 2.460 1.00 0.000 0.00 3.240 95.00 Stand Off 3 150.00 6.300 0.67 230.00 7.000 0.67 0.000 0.00 0.000 95.00 Vertex 101V VPD 1 4.00 2.540 1.00 26.20 4.520 1.00 0.000 0.00 0.000 Totals 36 2381.64 Linear Appurtenance Properties 4079.51 Number of Appurtenances: 10 Elev Elev From To Width Weight Pct Spread On Bundling (ft) (ft) Description Qty (in) (Ib/ft) In Wind Faces Arrangement 0.00 115.0 Climbinq Ladder 1 3.00 6.90 100.00 Lin App Separate 0.00 114.0 1518" Coax 6 1.98 0.82 100.00 Lin App Separate 0.00 114.0 718" Coax 9 1.09 0.33 100.00 Lin App Separate 0.00 95.00 1 518" Coax 5 1.98 0.82 100.00 Lin App Separate 0.00 95.00 718" Coax 1 1.09 0.33 100.00 Lin App Separate Page 3 Site Number: 81388 Location: Hazeltine, MN Code: TIA/EIA-222 Rev F ForcelfStress Summary Copyright Semaan Engineering Solutions, Inc 1::12009 1:49:08 PM ZXZ Section: 1 1.75 Bot Elev (ft): 0.00 Height (ft): 10.000 Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Member Cap(kip) Cap(kip) Shear Bear LEG 12B - 12"BD 1.75' Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75" -103.98 Normal No Ice 10.02100 100 100 0.0 0.0 258.77 0 0 0.00 0.00 40 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -5.07 90 deg No Ice 21.03 50 75 50 158.7 7.9 15.33 1 1 21.98 23.20 33 Member Z Page 4 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) Controls LEG 12B - 12"BD 1.75' 87.14 60 deg No Ice 50 288.64 0 0 0.00 0.00 30 User Input HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 4X4X0.25 6.64 90 deg Ice 36 48.55 1 1 21.98 23.20 30 Bolt Shear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) / Bolts Bolt Type Top Tension 83.10 60 deg No Ice 0.00 0 Top Compression 99.90 Normal No Ice 0.00 0 Bot Tension 91.88 60 deg No Ice 305.25 30 6 1 A687 Bot Compression 109.21 Normal No Ice 0.00 0 Section: 2 1.75 Bot Elev (ft): 10.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B - 12"BD 1.75' -95.42 Normal No Ice 10.02 100 100 100 0.0 0.0 258.77 0 0 0.00 0.00 36 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -6.12 90 deg Ice 20.15 50 75 50 152.1 8.6 16.69 1 1 21.98 23.20 36 Member Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Hales Cap (kip) Cap(kip) % Controls LEG 12B - 12"BD 1.75' 79.54 60 deg No Ice 50 288.64 0 0 0.00 0.00 27 User Input HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 4X4X0.25 5.39 90 deg Ice 36 48.55 1 1 21.98 23.20 24 Bolt Shear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) / Bolts Bolt Type Top Tension 66.64 60 deg No Ice 0.00 0 Top Compression 80.39 Normal No Ice 0.00 0 Bot Tension 83.10 60 deg No Ice 276.45 30 6 1 A325 Bot Compression 99.90 Normal No Ice 0.00 0 Page 4 Site Number: 81388 Location: Hazeltine, MN Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc Y 613120091:49:08 PM X Section: 3 1.75 Bot Elev (ft): 30.00 Height (ft): 20.000 Shear Bear Use Top Compression Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) Bot Compression Member LEG 12B - 12"BD 1.75' Shear Bear 0 0.00 0.00 Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL1R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B - 12"BD 1.75" -75.38 Normal No Ice 10.02 100 100 100 0.0 0.0 258.77 0 0 0.00 0.00 29 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 -4.92 90 deg Ice 18.44 50 75 50 187.9 5.6 10.03 1 1 21.98 29.00 49 Member Z Max Splice Forces Force Fy Cap Num Num Shear Bear Use Top Compression Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) Bot Compression Controls LEG 12B - 12"BD 1.75' 63.25 60 deg No Ice 50 288.64 0 0 0.00 0.00 21 User Input HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 Max Compression Member DIAG SAE - 3=0.3125 4.65 90 deg No Ice 36 41.99 1 1 21.98 29.00 21 Bolt Shear Max Splice Forces Force (kip) Load Case Capacity Use Num (kip) / Bolts Bolt Type Top Tension 50.48 60 deg No Ice 0.00 0 Top Compression 60.74 Normal No Ice 0.00 0 Bot Tension 66.64 60 deg No Ice 276.45 24 6 1 A325 Bot Compression 80.39 Normal No Ice 0.00 0 Section: 4 1.5 Bot Elev (ft): 50.00 Height (ft): 20.000 Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) Member Controls Shear Bear 50 211.98 0 0 Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B -12"BD 1.5' -55.66 Normal No Ice 10.02 100 100 100 0.0 0.0 185.18 0 0 0.00 0.00 30 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.1875 -4.33 90 deg Ice 16.80 50 75 50 169.2 7.0 7.58 1 1 21.98 17.40 57 MemberZ Page 5 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG 12B - 12'BO 1.5' 46.93 60 deg No Ice 50 211.98 0 0 0.00 0.00 22 User Input HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.1875 4.26 90 deg No Ice 36 25.83 1 1 21.98 17.40 24 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 34.03 60 deg No Ice 0.00 0 Top Compression 41.33 Normal No Ice 0.00 0 Bot Tension 50.48 60 deg No Ice 276.45 18 6 1 A325 Bot Compression 60.74 Normal No Ice 0.00 0 Page 5 Site Number: 81388 Location: Hazeltine, MN Code: TUUEIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc jl:120091:49:08 PM Section: 5 1.5 Bot Elev (ft): 70.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 128 -17'BD 1.5" -36.50 Normal No Ice 10.02 100 100 100 0.0 0.0 185.18 0 0 0.00 0.00 19 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.1875 -3.97 90 deg No Ice 15.24 50 75 50 153.4 8.5 9.22 1 1 21.98 17.40 43 Member Z Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) /o Controls LEG 128 -17'BD 1.5" 30.31 60 deg No Ice 50 211.98 0 0 0.00 0.00 14 User Input HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.1875 3.94 90 deg No Ice 36 25.83 1 1 21.98 17.40 22 Bolt Bear DIAG SAE - 2.SX2.5X0.1875 Force Capacity Use Num 7.9 7.09 1 Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Force Top Tension 17.32 60 deg No Ice 0.00 0 Top Compression 22.06 Normal No Ice 0.00 0 Cap (kip) Cap(kip) % Bot Tension 34.03 60 deg No Ice 276.45 12 6 1 A325 50 147.19 Bot Compression 41.33 Normal No Ice 0.00 0 User Input Section: 6 1.25 Bot Elev (ft): 90.00 Height (ft): 25.000 21.98 17.40 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B -12"BD 1.25" -18.68 Normal No Ice 10.02 100 100 100 0.0 0.0 123.45 0 0 0.00 0.00 15 User Input HORIZ SAE - 2.SX2.SX0.1875 -0.52 60 deg No Ice 7.500 100 100 100 181.8 6.0 5.43 1 1 21.98 17.40 9 Member Z DIAG SAE - 2.SX2.5X0.1875 -4.99 Normal No Ice 13.12 50 75 50 159.1 7.9 7.09 1 1 21.98 17.40 70 Member Z Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG 128.12"BD 1.25" 15.46 60 deg No Ice 50 147.19 0 0 0.00 0.00 10 User Input HORIZ SAE - 2.SX2.5X0.1875 0.46 Normal No Ice 36 20.38 1 1 21.98 17.40 2 Bolt Bear DIAG SAE - 2.SX2.5X0.1875 4.89 60 deg No Ice 36 20.38 1 1 21.98 17.40 28 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 1.58 Normal Ice 0.00 0 Bot Tension 17.32 60 deg No Ice 276.45 6 6 1 A325 Bot Compression 22.06 Normal No Ice 0.00 0 Page 6 Site Number: 81388 Location: Hazeltine, MN Code: TIAJEIA-222 Rev F Support Forces Summary Copyright Semaan Engineering Solutions, Inc V &312009 1:49:08 PM X Page 7 FX FY FZ Load Case Node (kip) (kip) (kip) (-) = Uplift (+) = Down 90 deq Ice 1 b -12.72 -73.98 -6.37 Is -8.01 93.83 3.67 1 -1.66 9.93 2.70 60 deq Ice 1b -13.73 -86.28 -7.93 Is -4.05 57.98 0.71 1 -1.41 58.08 -3.87 Normal Ice 1b -7.49 -39.65 -6.06 1a 7.49 -39.65 -6.06 1 0.00 109.08 -10.91 90 deq No Ice 1b -9.97 -78.74 4.80 1a -10.87 92.53 5.34 1 -1.64 6.90 -0.54 60 deq No Ice 1 b -10.96 -90.97 -6.32 1a -6.86 55.77 2.36 1 -1.38 55.88 -7.12 Normal No Ice 1b ♦.79 -44.12 -4.50 to 4.79 -44.12 -4.50 1 0.00 108.93 -14.38 Max Uplift: 90.97 (kip) Moment: 1,678.86 (ft -kip) Normal No Ice Max Down: 109.08(kip) Total Down: 20.69 (kip) Max Shear: 15.86(kip) Total Shear: 23.39 (kip) Page 7 Load Case 69.28 mph Wind Normal To Face with Ice 69.28 mph Wind at 60 deg From Face with Ice 69.28 mph Wind at 90 deg From Face with Ice 80.00 mph Wind Normal To Face with No Ice 80.00 mph Wind at 60 deg From Face with No Ice 80.00 mph Wind at 90 deg From Face with No Ice I Site Number: 81388 Location: Hazeltine, MN Code: TIA/EIA-222 Rev F Deflections and Rotations Elevation Deflection Twist (ft) (ft) (deg) Copyright Semaan Engineering Solutions, Inc V 61312009 1:49:08 PM X Sway (deg) 90.00 0.1723 0.0046 0.2019 115.00 0.2894 0.0204 0.5948 90.00 0.1678 0.0096 0.1938 115.00 0.2827 0.0263 0.5884 90.00 0.1687 0.0083 0.1912 115.00 0.2840 0.0182 0.5715 90.00 0.1782 0.0042 0.2127 115.00 0.3036 0.0218 0.6536 90.00 0.1718 0.0100 0.2020 115.00 0.2937 0.0288 0.6429 90.00 0.1734 0.0090 0.1994 115.00 0.2960 0.0202 0.6252 0.0000 0.0000 0.0000 Page 8 10/26/09 16:25 FAX AMERICAN TOWER Q002 AL AMERICAN TOWER" C O R f O N A T 1 O N October 20, 2009 City of Chanhassen Bob Generous, Senior Planner 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 RE: ITT Site Code: 173-21 Hazeltine ATC Site Code: 81388 / Tower Address: 2290 LYMAN BLVD, Chanhassen, MN 55371 No Zoning — No Building Permit Letter Dear Mr. Generous: It was a pleasure speaking with you. As we discussed, I am a project manager with the American Tower Corporation (ATC) and I represent ITT Corporation which is under lease agreement with ATC to install FAA air traffic control equipment at an existing ATC telecommunications facility in City of Chanhassen. As we discussed, City of Chanhassen will not require a zoning permit or building permit for the installation of the equipment cabinet, generator and collocation of the communications equipment at the existing facility. The tower will not increase in height due to this installation_ Please acknowledge that no zoning and or building permit is required by signing in the space provided below and e-mail to iulia muench(a)americantower.com or send via fax to 770-952- 4999 to my attention. Should you have any questions or comments please contact James McInturf at 407-488-0524 I preciate our assistance in this matter. Sincerely, Julia Muench Project Manager American Tower Corporation 770-952-4999 (fax) Julia muenchCalmnericantower.com Acknowledged: Date: Bob Generous, Senior Planner 4040 6ramblewwd Lane • TibiwIle, FL 32780.407-466-0524.677-257-3167 Fax • jemes.mclnWrfOamencantower.wm THIS FILE CONTAINS NO DOCUMENTS (Name and/or number on folder)