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HomeMy WebLinkAbout02-22-22 Regular mtg. and Workshop• .i. A C I T Y NLbD 10 V E 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US Andover Planning and Zoning Commission Meeting Agenda February 22, 2022 Andover City Hall Council Chambers 7:00 p.m. 1. Call to Order 2. Pledge of Allegiance 3. Approval of Minutes — February 8, 2022, Regular Meeting 4. Public Hearing — Consider Conditional Use Permit Amendment Request - PIN 16-32-24-23-0007; 3017 161' Avenue NW — (Applicant — Pyramid Network Services) 5. Other Business 6. Adjournment 7:15 p.m. (or directly after the Regular Meeting) - Planning and Zoning Commission Workshop Session 1. Discussion: Discuss Preliminary Plat Process 2. Adjournment C I T Y O F NDb 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners FROM: Peter Hellegers, City Planner SUBJECT: Approval of Minutes — February 8, 2022 Regular Meeting minutes DATE: February 22, 2022 REQUEST The Planning and Zoning Commission is requested to approve the February 8, 2022 Regular Meeting minutes. 0 9 I1 L -j 2 3 4 5 6 7 8 PLANNING AND ZONING COMMISSION REGULAR MEETING 9 FEBRUARYS, 2022 10 11 12 The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was 13 called to order by Chairperson Bert Koehler IV on February 8, 2022, 7:00 p.m., at the 14 Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. 15 16 Commissioners present: Karen Godfrey, Mary VanderLaan, Nick Loehlein, Scott 17 Hudson, Wes Volkenant (remote), Jonathan Shafto 18 19 Commissioners absent: 20 21 Also present: Community Development Director Joe Janish 22 City Planner Peter Hellegers 23 Associate Planner Jake Griffiths 24 Others 25 26 27 PLEDGE OFALLEGIANCE 28 29 OATH OF OFFICE 30 31 Vice Chairperson Godfrey administered the oath of office to Bert Koehler IV. Chairperson 32 Koehler administered the oath of office to Scott Hudson. 33 34 APPOINTMENT OF CHAIRPERSONAND VICE CHAIRPERSON 35 36 Motion by VanderLaan, seconded by Koehler, to appoint Karen Godfrey as Chairperson 37 of the Planning and Zoning Commission. Motion was taken by roll call. 38 Godfrey - aye 39 Hudson - aye 40 VanderLaan - aye 41 Koehler - aye 42 Shafto - aye 43 Loehlein - aye 44 Volkenant - aye • 45 Motion carries unanimously Regular Andover Planning and Zoning Commission Meeting Minutes - February 8, 2022 Page 2 • 1 2 Motion by Koehler, seconded by Godfrey, to appoint Nick Loehlein as Vice Chairperson 3 of the Planning and Zoning Commission. Motion was taken by roll call. 4 Godfrey - aye 5 Hudson - aye 6 VanderLaan - aye 7 Koehler - aye 8 Shafto - aye 9 Loehlein - aye 10 Volkenant - aye 11 Motion carries unanimously. 12 13 APPROVAL OF MINUTES 14 15 December 28, 2021 Regular Meeting 16 17 Associate Planner Griffiths requested a change to Page 2, Line 22: delete "stated". 18 19 Motion: Chairperson Koehler assumed a motion to approve the December 28, 2021 20 Regular Meeting minutes as amended. Motion carries by unanimous consent. 21 . 22 January 25, 2022 Workshop Meeting 23 24 Motion: Chairperson Koehler assumed a motion to approve the January 25, 2022 25 Workshop Meeting minutes as presented. Motion carries by unanimous consent. 26 27 PUBLIC HEARING: — CONSIDER LOT SPLIT REQUEST DIVIDING EXISTING 28 PROPERTYINTO NORTHERLYAND SOUTHERLYPORTIONS - PIN 17-32-24-13- 29 0007; 3415 163rd LANE NW — (APPLICANTS — RACHEL HUMNICKIJAIME 3o HUMNICK) 31 32 The Planning Commission is requested to hold a public hearing and make a 33 recommendation to the City Council regarding a lot split at 3415 - 163d Lane NW. City 34 Planner Hellegers identified the location of the parcel on a map and stated parcel B is the 35 one to be developed. He stated the parcels are zoned R-1 and not on City water/sewer. 36 37 Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:12 p.m. 38 Motion was taken by roll call. 39 Godfrey - aye 4o Hudson - aye 41 VanderLaan - aye 42 Koehler - aye 43 Shafto - aye 44 Loehlein - aye 45 Volkenant - aye Regular Andover Planning and Zoning Commission Meeting Minutes — February 8, 2022 Page 3 • 1 Motion carries unanimously. 2 3 Commissioner Volkenant asked if the property owner was concerned about people taking 4 shortcuts from the park through their property. 5 6 Jaime Humnick, 3415 - 163d Lane NW, came forward and stated it is always a concern. 7 He stated on occasion people have wandered, but it is not an issue. 8 9 Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:15 p.m. 10 Motion was taken by roll call. 11 Godfrey - aye 12 Hudson - aye 13 VanderLaan - aye 14 Koehler - aye 15 Shafto - aye 16 Loehlein - aye 17 Volkenant - aye 18 Motion carries unanimously. 19 20 Motion by Hudson, seconded by VanderLaan, to recommend approval of a lot split to 21 subdivide two parcels in the R-1 single family rural district for the property located at 3415 • 22 163`a Lane NW. Motion was taken by roll call. 23 Godfrey - aye 24 Hudson - aye 25 VanderLaan - aye 26 Koehler - aye 27 Shafto - aye 28 Loehlein - aye 29 Volkenant - aye 30 Motion carries unanimously. 31 32 Mr. Hellegers stated the item will go before Council on March 1, 2022. 33 34 PUBLIC HEARING: CONSIDER PRELIMINARY PLAT REQUEST FOR 35 SOUTHERLY PORTION OF SUBJECT PROPERTY - PIN 17-32-24-13-0007; 3415 36 163rd LANE NW— (APPLICANTS — RACHEL HUMNICK/JAIME HUMNICK) 37 38 The Planning Commission is requested to hold a public hearing make a recommendation 39 to the City Council regarding a preliminary plat for the property located at 3415 163`d Lane 40 NW. City Planner Hellegers presented the preliminary plat for the parcel and stated the 41 applicant intends to have his children build homes on the two properties. 42 43 Commissioner Godfrey asked who is responsible for removing the temporary cul-de-sac • 44 and building the new one, and who is responsible for maintenance. Mr. Hellegers stated Regular Andover Planning and Zoning Commission Meeting Minutes — February 8, 2022 Page 4 • 1 the developer is responsible for construction of cul-de-sac and the City will take ownership 2 and maintain it. 3 4 Commissioner Volkenant asked if the cul-de-sac would give access to any other 5 developments in the future. Mr. Hellegers stated the cul-de-sac does not provide access to 6 the property to the south. 7 8 Chairperson Koehler asked if the property owner to the east was notified of the public 9 hearing. Mr. Hellegers stated they were notified. 10 11 Commissioner Loehlein asked if the cul-de-sac is standard. Mr. Hellegers stated temporary 12 cul-de-sacs are narrower and permanent cul-de-sacs are 90 feet. 13 14 Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:25 p.m. 15 Motion was taken by roll call. 16 Godfrey - aye 17 Hudson - aye 18 VanderLaan - aye 19 Koehler - aye 20 Shafto - aye 21 Loehlein - aye 22 Volkenant - aye . 23 Motion carries unanimously. 24 25 No one appeared before the Commission 26 27 Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:26 p.m. 28 Motion was taken by roll call. 29 Godfrey - aye 30 Hudson - aye 31 VanderLaan - aye 32 Koehler - aye 33 Shafto - aye 34 Loehlein - aye 35 Volkenant - aye 36 Motion carries unanimously. 37 38 Commissioner Shafto asked if the development is going to change anything for Pine Hills 39 North Park. Mr. Hellegers stated the park will not be affected. Commissioner Shafto asked 40 if there were concerns that there is no boundary between the park and the new lots. 41 Commissioner VanderLaan stated the issue already exists. 42 43 Chairperson Koehler asked if there is anything preventing the property owners from putting 44 up a fence. Mr. Hellegers stated they can build a fence if they are outside the easement and 45 it doesn't impact drainage. Regular Andover Planning and Zoning Commission Meeting Minutes – February 8, 2022 Page 5 • t 2 Commissioner Volkenant asked the distance from the back of the house to the park. 3 Community Development Director Janish estimated the distance is 120 feet. Mr. Hellegers 4 stated the property owner can construct a fence or add landscaping. 5 6 Motion by Hudson, seconded by Shafto, to recommend approval of the preliminary plat 7 for Humnicks Grove. 8 9 Commissioner Loehlein asked why they are splitting the lot and only platting part of it. Mr. to Hellegers stated it is the way Code is written. 11 12 Motion was taken by roll call. 13 Godfrey - aye 14 Hudson - aye 15 VanderLaan - aye 16 Koehler - aye 17 Shafto - aye 18 Loehlein - aye 19 Volkenant - aye 20 Motion carries unanimously. 21 • 22 Chairperson Koehler stated the item will go before Council on March 1, 2022. 23 24 PUBLIC HEARING. — CONSIDER REZONING REQUEST — AMEND ZONING 25 BOUNDARIES BETWEEN NEIGHBORHOOD BUSINESS (NB) AND MULTIPLE 26 DWELLING (M- 2) ZONING DISTRICTS WITHIN PARCEL — PIN 30-32-24-43- 27 0018, UNADDRESSED PARCEL — BLAINE WATERS, QUEST DEVELOPMENT 28 (APPLICANT — LGA ANDOVER LLC) 29 30 The Planning Commission is requested to hold a public hearing make a recommendation 31 to the City Council regarding a rezoning request to change the boundary between 32 Neighborhood Business (NB) and Multiple Dwelling (M-2) for PIN 30-32-24-43-0018. 33 Community Development Director Janish stated the development will have a road going 34 through the property which will separate residential from business. 35 36 Commissioner Loehlein asked when the original zoning was done, the City did not 37 anticipate Inca Street. Mr. Janish stated that is a fair statement. 38 39 Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:40 p.m. 40 Motion was taken by roll call. 41 Godfrey - aye 42 Hudson - aye 43 VanderLaan - aye • 44 Koehler - aye 45 Shafto - aye Regular Andover Planning and Zoning Commission Meeting Minutes–February 8, 2022 Page 6 • 1 2 3 4 Loehlein - aye 5 Volkenant - aye 6 Motion carries unanimously. 7 8 No one appeared before the Commission. 9 to Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:41 p.m. 11 Motion was taken by roll call. 12 Godfrey - aye 13 Hudson - aye 14 VanderLaan - aye 15 Koehler - aye 16 Shafto - aye 17 Lochlein - aye 18 Volkenant - aye 19 Motion carries unanimously. 20 21 Motion by VanderLaan, seconded by Godfrey, to recommend approval of amending the • 22 zoning boundaries between Neighborhood Business and Multiple Dwelling zoning districts 23 within parcel PIN 30-32-24-43-0018. Motion carries unanimously. Motion was taken by 24 roll call. 25 Godfrey - aye 26 Hudson - aye 27 VanderLaan - aye 28 Koehler - aye 29 Shafto - aye 30 Loehlein - aye 31 Volkenant - aye 32 Motion carries unanimously. 33 34 Mr. Janish stated the item will go before Council on February 15, 2022. 35 36 PUBLIC HEARING: — CONSIDER REQUEST FOR PRELIMINAR YPLA T TITLED 37 "ANDOVER CROSSINGS" — PIN 30-32-2443-0018; UNADDRESSED PARCEL — 38 BLAINE WATERS, QUEST DEVELOPMENT (APPLICANT — LGA ANDOVER 39 LLC) 40 41 The Planning Commission is requested to hold a public hearing make a recommendation 42 to the City Council regarding a preliminary plat for Andover Crossings. Community 43 Development Director Janish explained the plat includes 2 residential properties and 4 44 commercial lots. He displayed the preliminary plat and identified access points. Mr. Janish • 45 reviewed the staff report with the Commission. Regular Andover Planning and Zoning Commission Meeting Minutes — February 8, 2022 Page 7 • 1 2 Commissioner Godfrey asked for confirmation that the preliminary has not changed 3 plat significantly since the Commission last saw it. Mr. Janish stated the Commission saw the 4 Planned Unit Development and it has not changed much. 5 6 Commissioner Hudson asked if changes are made to the commercial area, will the 7 Commission review it. Mr. Janish stated if significant changes are made, it will come back 8 to the Commission and City Council. 9 10 Chairperson Koehler asked about overflow parking for the assisted living facility. Mr. 11 Janish stated the applicant has provided proof of parking. Chairperson Koehler asked if 12 the lot is full, where do the additional cars go. Mr. Janish stated the property owner will 13 work that out privately and since they meet City standards, the City cannot require 14 additional parking. 15 16 Commissioner VanderLaan asked if the new width of parking stalls will apply to this 17 development. Mr. Janish stated the requirement for stall width will go into effect when it 18 is adopted. He stated if a site plan shows 10 -foot stall width, the developer needs to stripe 19 it that way. Mr. Janish stated a business can submit a revised site plan and show 9 -foot - 20 wide stalls. 21 • 22 Motion: Chairperson Koehler assumed a motion to open the Public Hearing at 7:53 p.m. 23 Motion was taken by roll call. 24 Godfrey - aye 25 Hudson - aye 26 VanderLaan - aye 27 Koehler - aye 28 Shafto - aye 29 Lochlein - aye 30 Volkenant - aye 31 Motion carries unanimously. 32 33 No one appeared before the Commission. 34 35 Motion: Chairperson Koehler assumed a motion to close the Public Hearing at 7:54 36 p.m. Motion was taken by roll call. 37 Godfrey - aye 38 Hudson - aye 39 VanderLaan - aye 40 Koehler - aye 41 Shafto - aye 42 Loehlein - aye 43 Volkenant - aye • 44 Motion carries unanimously. 45 Regular Andover Planning and Zoning Commission Meeting Minutes — February 8, 2022 Page 8 • 1 Commissioner Volkenant stated he is concerned about parking for the assisted living 2 facility and the apartment building. He stated he is concerned about traffic and feels the 3 City is creating a knot on 71h Avenue. He is concerned about the proximity of the new stop 4 light to the light at 71h Avenue and Bunker. 5 6 Chairperson Koehler stated he agrees with Commissioner Volkenant and the City and 7 County can make adjustments if there are traffic issues. 8 9 Commissioner Godfrey thanked the developers for their responsiveness to the City's and 10 the public's comments. 11 12 Motion by Godfrey, seconded by Loehlein, to recommend approval of the preliminary plat 13 presented as Andover Crossings. Motion was taken by roll call. 14 Godfrey - aye 15 Hudson - aye 16 VanderLaan - aye 17 Koehler - aye 18 Shafto - aye 19 Loehlein - aye 20 Volkenant - aye 21 Motion carries unanimously. • 22 23 Mr. Janish stated the item will go before Council on February 15, 2022. 24 25 OTHER BUSINESS 26 27 Associate Planner Griffiths announced the Commission will meet on February 22, 2022. 28 29 Chairperson Koehler noted there will be a change to the City's preliminary plat process. 30 He asked staff to add the preliminary plat process to a Commission Workshop. 31 32 Commissioner Hudson thanked Chairperson Koehler for his leadership and many years of 33 being Chairperson. 34 35 ADJOURNMENT 36 37 Motion: Chairperson Koehler assumed a motion to adjourn the meeting at 8:05 p.m. 38 Motion was taken by roll call. 39 Godfrey - aye 40 Hudson - aye 41 VanderLaan - aye 42 Koehler - aye 43 Shafto - aye • 44 Loehlein - aye 45 Volkenant - aye Regular Andover Planning and Zoning Commission Meeting Minutes — February 8, 2022 Page 9 • 1 Motion carries unanimously. 2 4 Respectfully Submitted, 5 6 Shari Kunza, Recording Secretary 7 TimeSaver Off Site Secretarial, Inc. Is 0 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners COPY: Joe Janish, Community Development Director ` FROM: Peter Hellegers, City Planner SUBJECT: PUBLIC HEARING: Conditional Use Permit Amendment to consider adding antennas to an existing telecommunications tower at 3017 161"Avenue NW as requested by Pyramid Network Services. DATE: February 22, 2022 INTRODUCTION Pyramid Network Services has applied for a conditional use permit (CUP) amendment, on behalf of Dish Wireless, to allow Dish Wireless to attach antennas to an existing telecommunications tower on the property located at 3017 161" Avenue Northwest. The property at 3017 16151 Avenue Northwest is generally located south of 162" d Lane NW, west of Verdin Street NW, north of 161' Avenue NW, and east of Round Lake Boulevard NW. Pyramid Network Services was hired by the cell towner owner Crown Castle to submit the application on behalf of Crown Castle's tenant Dish Wireless, to install three (3) antennas along with tower mounted equipment supporting the antennas, including six (6) remote radio head units (RRH) and one (1) overpower (OVP) unit. The proposed antennas and support equipment would be located at the 132 -foot height on the existing 142 -foot monopole. In addition, to the equipment mounted on the tower, Dish Wireless would also install ground -mounted equipment including a 5 -foot by 7 -foot raised metal platform that will hold an equipment cabinet. The ground equipment would be located inside the existing fenced area around the cell tower. The fenced area for the cell tower lease area is a 50 -foot by 50 -foot square of land located centrally within the larger land parcel for 3017 1615` Avenue NW. The cell tower lease area is located approximately 161 feet from northerly lot line, 230 feet east of the westerly property line, 188 feet from the easterly property line, and 254 feet from the southerly property line. The attached site location map shows the approximate location of the tower lease area. The attached survey and plans show the specific location of the proposed equipment on the tower and within the tower lease area. Review Criteria 12-14-6 B. provides the following criteria for granting conditional use permits: 1. In granting a Conditional Use Permit, the City Council shall consider the advice and recommendation of the Planning and Zoning Commission and: a. The effect of the proposed use upon the health, safety, morals and general welfare of occupants of surrounding lands. The existing tower is located more than 150 feet from the surrounding property lines. Additionally, the Federal Communications Commission (FCC) regulates wireless facilities to ensure that the health, safety, moral and general welfare of the occupants in the immediate area. b. Existing and anticipated traffic conditions, including parking facilities on adjacent streets and land. The applicants letter noted that during installation there may be 3-4 vehicles and possibly a crane for which would not need to be on city streets. The applicant's letter also notes that after installation the antennas would only need to have one vehicle there approximately once per month for ongoing maintenance. c. The effect on values of property and scenic views in the surrounding area, and the effect of the proposed use on the Comprehensive Plan. Staff has not received supporting documentation regarding the effects of towers on property values. However, the existing tower is permitted in the zoning district through the Conditional Use Permit that was previously issued for the tower and first antenna installation. The proposed antenna installation would be a collocation on the existing tower and the ground equipment would be located inside the fenced cell tower lease area. Additionally, City Code 9-11 provides more specific requirements for antennas and towers. The proposal meets the height, location, design, setback, and collocation requirements of City Code 9-11. A building permit will be required prior to installation of the equipment. Screening The subject property is zoned industrial as are the properties to the north, while the property to the west is zoned commercial. The adjacent parcel to the east is zoned residential but guided as industrial in the Comprehensive Land Use Plan and is screened from the site by the existing fence and buildings. Since the proposed installation is located a few hundred feet from respective property lines and inside an existing fenced cell tower area, no additional screening would be needed. However, the original installation of the tower and first antenna installation showed landscape screening around the outside of the fenced lease area. This screening appears to have been removed at some point and should be replaced with landscape screening or privacy slats in the fence around the site. Radio Frequency Emissions and Interference with Other Signals The applicant will be present to address these items. Additionally, the applicant is required to be licensed to use a specific frequency to prevent interference with other signals. The applicant is required to provide documentation indicating compliance with FCC requirements. ACTION REQUESTED The Planning Commission is asked to hold a public hearing and make a recommendation to the City Council on the conditional use permit amendment request. Respe11 mitted, Peter Attachments Resolutions Location Map Photos — (from plan set) - Site Photo (of existing tower) and Utility Route Aerial Applicant's Letters City Code (excerpt) — Section 9-11-3 Plan Set and as -built survey —(Received 01-18-22) Copy: Jay Suriano, Pyramid Network Services, 12778 Bablo PI., Fishers, IN 46037 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST FOR THE ADDITION OF THREE ANTENNAS AND RELATED TOWER - MOUNTED EQUIPMENT TO THE EXISTING TELECOMMUNICATION TOWER ON PROPERTY AT 3017 161sT AVENUE NORTHWEST AND LEGALLY DESCRIBED AS: (See Exhibit A: Legal Description) WHEREAS, Pyramid Network Services has requested a conditional use permit amendment on behalf of Crown Castle, for Dish Wireless to install equipment including three (3) antennas, and supporting tower mounted equipment including six (6) remote radio head (RRH) units and one (1) overpower (OVP) unit, on a telecommunications tower on the subject property, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on February 22, 2022, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover and recommends to the City Council approval of the Conditional Use Permit Amendment request; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Conditional Use Permit Amendment for an amendment for three (3) additional antennas and appurtenant tower -mounted equipment, to a telecommunications tower, subject to the following conditions: 1) The project shall conform to the plan set stamped received by the City of Andover January 18, 2022. 2) The applicant, or their successors or assigns, shall be responsible to obtain the required building and electrical permits from the City of Andover prior to construction of the facilities. 3) The antennas and associated equipment shall conform to the plans stamped received on January 18, 2022. 4) The antennas and associated equipment shall not interfere with public safety telecommunications. The applicant shall document what steps they will take to avoid interference with established public safety telecommunications. 5) The applicant, or their successors or assigns, shall provide documentation of consent of the underlying property owner or such other documentation of the right to submit the application which shall be subject to the review and approval of the City Attorney prior to installation of said equipment. 6) Install landscape screening or install privacy slats in the fence for the cell tower lease area, to restore the screening that was originally provided. 7) Unless specifically identified here, all previous conditions shall still apply. 8) The Conditional Use Permit shall be subject to a sunset clause as defined in City Code 12-14-6. Adopted by the City Council of the City of Andover on this day of March 2022. CITY OF ANDOVER: Sheri Bukkila, Mayor ATTEST: Michelle Hartner, Deputy City Clerk CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE CONDITIONAL USE PERMIT AMENDMENT REQUEST FOR THE ADDITION OF THREE ANTENNAS AND RELATED TOWER - MOUNTED EQUIPMENT TO THE EXISTING TELECOMMUNICATION TOWER ON PROPERTY AT 3017 161sT AVENUE NORTHWEST AND LEGALLY DESCRIBED AS: (See Exhibit A: Legal Description) WHEREAS, Pyramid Network Services has requested a conditional use permit amendment on behalf of Crown Castle, for Dish Wireless to install equipment including three (3) antennas, and supporting tower mounted equipment including six (6) remote radio head (RRH) units and one (1) overpower (OVP) unit, on a telecommunications tower on the subject property, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on February 22, 2022, pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request meets the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the Conditional Use Permit request. WHEREAS, the City Council of the City of Andover disagrees with the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the conditional use permit amendment request; for the following reasons: 1. 2. Adopted by the City Council of the City of Andover on this day of March 2022. ATTEST: Michelle Hartner, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor carr o, OV1M7 Conditional Use Permit Amendment - 3017 161st Ave. NW 1cr nvc nerd sag .' MIF I Date Geated January25. 2022 Disdaimer. The provider makes no representation or warranties with respect to the reuse o/ this data. Boundary N fines are approximate and are only intended to depict the general location of the proposed application. A... iw.. i i PROPOSED 2" SCH 40 PVC CONDUIT FOR FIBER FROM MMV TO� 1 a t PF r . IRG� M r 'LATFORM NEW DISH H -FRAME j�rPROPOSED �POWER ROUTE P � PROPOSED PROPOSED POWER TO t FIBER HAND BE ROUTED PER POWER COMPAN\` HOLF u � b� PYRAMID N_ 1101- rk Services, LLC Telecommunications Construction Services and Consulting January 12, 2022 RE: Conditional Use Permit -3017 161th Avenue NW, Andover, MN 55304 To Whom it May Concern, Dish Wireless is proposing to add a new cellular installation to the existing communication tower located at 3017 161th Avenue NW. The installation will include a Commscope low profile platform mount, three (3) JMA MX08FRO665-20 antenna, three (3) Fujitsu TA08025-13605 RRH, three (3) Fujitsu TA08025-B604 RRH and one (1) Raycap RDIC-9181-PF-48 OVP at a centerline height of 132' on the existing 142' monopole tower. Dish is also proposing to add a 5'x7' raised metal platform inside the existing fenced compound. The platform sits on adjustable feet that do not penetrate the ground. The platform is proposed to hold one (1) 74"02"02" equipment cabinet, one (1) 36"x29"x12.9" power cabinet, one (1) 2"x20"x8" fiber cabinet, and one (1) PCTEL — GPSGL- TMG-SPI-40NCB GPS antenna. Dish is proposing to install a new electric meter into the existing electrical meter bank and to bring in a new underground fiber service inside the existing utility easement. The proposed installation will not be detrimental to the health, safety or general welfare of the community. Emissions from the proposed installation fall well within the acceptable range set by the FCC and do not present any health concerns to the surrounding area. As a new cellular carrier, Dish will be poised to provide additional cellular coverage to the area which will have the ability to improve the overall safety and general welfare by providing additional emergency services coverage. The proposed installation will have no impact on traffic congestion. During initial construction there will be 3 or 4 vehicles at the site. Given that the site is located in the rear of a commercial parking lot there is no need for vehicles to be parked on the street at any time and 3-4 trucks are unlikely to affect traffic congestion. If a crane is needed during installation there is enough space at the site to have it be completely off the street. After construction is completed, vehicle traffic to the site will be limited to a single truck and technical visiting once a month for routine site maintenance. Dish is proposing to add antenna onto an existing communication tower that is located in an industrial zoned area and is unlikely to have any negative impact on the surrounding property values. As the proposed Dish antenna will be lower than the existing antenna, they will not have any impact on the scenic views of the area. We feel that the proposed plan is in harmony with the Comprehensive plan as proposed installation is located in an industrial area and is a collocation on an existing tower. 6615 Towpath Road, East Syracuse, N1' 13057 Phone: 315-701-1300, Fax: 315-445-0653 than one commercial wireless telecommunication service provider or governmental entity. TOWER, SINGLE USER: A tower to which is attached only the antennas of a single user, although the tower may be designed to accommodate the antennas of multiple users as required in this chapter. (Ord. 270, 12-5-2000) 9-11-3: PERMIT AND LEASE AGREEMENT REQUIRED: All towers and antennas over thirty five feet (35') from ground level shall require a conditional use permit and building permit approvals from the City. All towers and antennas on City -owned public property shall require a lease agreement with the City. Any changes to a tower or antenna shall require an amended conditional use permit. (Ord. 364, 2-19-2008) 9-11-4: HEIGHT REQUIREMENTS: A. In Commercial and Industrial zoning districts, towers and antennas may not exceed 150 feet in height. B. In residentially zoned districts, towers and antennas may not exceed 120 feet in height. C. Antennas (including the mast) may be mounted on a building or structure provided that the antennas do not extend over fifteen feet (15') above the highest portion of the roof of the building or structure. (Ord. 364, 2-19- 2008) 9-11-5: ZONING DISTRICT REGULATIONS: A. Residential Zoning Districts: 1. Towers supporting antennas and conforming to all applicable provisions of this chapter may be allowed only in the following residentially zoned locations: (Ord. 270, 12-5-2000; amd. 2003 Code) a. Religious institution sites, when camouflaged; (Amended Ord. 481, 4/3/18) b. Public land, including City water towers, schools, and publicly - purchased parks when the City Council determines that the tower will not adversely affect the use of the park or neighboring properties; (Ord. 364, 2-19-2008) c. Utility and transmission structures located in public rights-of-way; d.sh wireless.. DISH Wireless L.L.C. SITE ID: MNMSP00157A DISH Wireless L.L.C. SITE ADDRESS: 3017 161 ST AVENUE NW ANDOVER, MN 55304 MINNESOTA CODE COMPLIANCE ALL W SHALL, BE PERFORMED AND LATEIN LS INSTALLED IN ACCORDANCE WITH THE WRRENI EINITONS OF THE FDLUMND CODS AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOMING IN THESE PVNS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO MESE CODES: tYE.I[E➢ QmE BUILDING 2015 MINNESOTA BUILDING CDDE/2015 IBC MECHANICAL 2015 MINNESOTA MECHANICAL AND NEL CAS CODE/2015 IMC EIFCINICN 2015 MINNESOTA ELECTRICAL CODE/2017 NEC VFR4TN 18 - 07/23/21121 I SCOPE OF WORK I ME S NOT AN ALL INCLUSIVE LRT. CONTRACTOR SHAU- URUZE SPECIFIED EQUIPMENT PMT OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY NL NEEDED EWIPNENT TO PROVIDE A FUNCTIONAL SITE THE PROJECT CENEPALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: • INSTIL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTNL (1) PROPOSED ANTENNA N.ATFORM MOUNT • INSTAL. PROPOSED JUMPERS INSTALL (6) PROPOSED RRLN (2 PER SECTOR) • INSTIL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) • INSTIL (1) PROPOSED HYBRID CABLE GROUND SCOPE OF WORK: INSTALL (1) PROPOSED METAL PLATFORM INSTALL (1) PROPOSED ICE BRIDGE • INSTIL (1) PROPOSED PPC CABINET INSTALL (1) PROPOSED EQUIPMENT CABINET INSTALL (1) PROPOSED POWER CONDUIT NSTALL (1) PROPOSED TELCO CONWIT INSTALL (1) PROPOSED TELCO -FIBER BOY • INSTALL (1) PROPOSED GPS UNIT INSTALL (1) PROPOSED SAFETY SNITCH (F REWIRED) INSTALL (1) PROPOSED FIBER NIDI (IF REQUIRED) INSTALL (1) PROPOSED METER SOCNEIr ® GOPHER STATE ONE CALL UTILITYNOTIFICATION CENTER OFMINNESOTA (800)252-1166 • WWW.GOPHERSTATEONECALL.ORG cru 2 Nano ala unm NONFrATRx NEeDA ro mK91NCTIDI GENERALNOTES ME FACIIY S UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISE THE SITE AS REWIRED FOR ROUTINE MNNTENINCE ME PROJECT WILL NOT RESULT N ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRNNADE. NO SNTTARY SEWER SEANCE, POTMLE WATER, OR TRASH DEPOSAL 5 REWIRED AND NO COMMERCIAL SIGNAGE S PROPOSED. 1 Vx17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SIAL VERIFY ALL PVNS. EXISTING DIMENSIONS, AND CONDITIONS ON ME JOB SITE, AND SHAUL IMMEDIATELY NOTIFY ME ENGINEER IN WRITING OF ANY 05CREPANg6 BEFORE PROCEEDING WITH ME WORK. SITE INFORMATION SHEETINDEX SHEET NO. SHEET TITLE T-1TITLE SMELT 2618 178TH LN HE 5701 SOUTH SANTA FE DRIVE A-1 OVERAd1 AND ENLARGED SITE PLN A-2 ELEVATION. ANTENNA LMOUT AND SCHEDULE A-3 EWIPMENT PLATFORM AND H-FRME DETAILS DRAWN BY: CHECKED BY: A-4 EQUIPMENT DETAILS A-5 EQUIPMENT DETAILS A-5 EQUIPMENT DETAILS CANONSBURG. PA IM17 TOWER AFP NUMBER: E-1 ELECTROIJ,/FlBER ROUTE PVN AND NOTES E-2 ELECTRICAL DETAILS E-3 ULE ELECTRICAL ONE -UNE FAULT CICS & PANEL SCHEDULE 520 5 WAN ST. SUITE 2534 G-1 GROUNDING PLAN' AND NOTES 0-2 GROUNDING DETAILS 0-3 GRDRDING DETAILS LONGITUDE (HAD III 9S 20' 32.55• W RF -1 RF CABLE COLOR CODE 93.342375 W GN -1 LEGEND AND ABBREVIATIONS GN -2 GENERAL NOTES GN -3 GENERAL NOTES GI GENERAL NATES CONSDUCTION M RACEM MOHAMMED MOHAMMED PARCEL NUMBER 16-32-24-23-0002 OCCUPANCY GROUP: U RF ENGINEER: CHONG EEE CONSTRUCTION TYPO 1-0 POWER COMPANY: CONNEXUS ENERGY TELEPHONE COMPANY: SEORA VFR4TN 18 - 07/23/21121 I SCOPE OF WORK I ME S NOT AN ALL INCLUSIVE LRT. CONTRACTOR SHAU- URUZE SPECIFIED EQUIPMENT PMT OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY NL NEEDED EWIPNENT TO PROVIDE A FUNCTIONAL SITE THE PROJECT CENEPALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: • INSTIL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTNL (1) PROPOSED ANTENNA N.ATFORM MOUNT • INSTAL. PROPOSED JUMPERS INSTALL (6) PROPOSED RRLN (2 PER SECTOR) • INSTIL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) • INSTIL (1) PROPOSED HYBRID CABLE GROUND SCOPE OF WORK: INSTALL (1) PROPOSED METAL PLATFORM INSTALL (1) PROPOSED ICE BRIDGE • INSTIL (1) PROPOSED PPC CABINET INSTALL (1) PROPOSED EQUIPMENT CABINET INSTALL (1) PROPOSED POWER CONDUIT NSTALL (1) PROPOSED TELCO CONWIT INSTALL (1) PROPOSED TELCO -FIBER BOY • INSTALL (1) PROPOSED GPS UNIT INSTALL (1) PROPOSED SAFETY SNITCH (F REWIRED) INSTALL (1) PROPOSED FIBER NIDI (IF REQUIRED) INSTALL (1) PROPOSED METER SOCNEIr ® GOPHER STATE ONE CALL UTILITYNOTIFICATION CENTER OFMINNESOTA (800)252-1166 • WWW.GOPHERSTATEONECALL.ORG cru 2 Nano ala unm NONFrATRx NEeDA ro mK91NCTIDI GENERALNOTES ME FACIIY S UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISE THE SITE AS REWIRED FOR ROUTINE MNNTENINCE ME PROJECT WILL NOT RESULT N ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRNNADE. NO SNTTARY SEWER SEANCE, POTMLE WATER, OR TRASH DEPOSAL 5 REWIRED AND NO COMMERCIAL SIGNAGE S PROPOSED. 1 Vx17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SIAL VERIFY ALL PVNS. EXISTING DIMENSIONS, AND CONDITIONS ON ME JOB SITE, AND SHAUL IMMEDIATELY NOTIFY ME ENGINEER IN WRITING OF ANY 05CREPANg6 BEFORE PROCEEDING WITH ME WORK. SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: ERIC HNXS PROPERIY LLC APRJCNR: DISH M.Lims LLC. ADDRESS: 2618 178TH LN HE 5701 SOUTH SANTA FE DRIVE NO SCALE ANNA LAM LINA 55304 LIT LETON. CO W120 TOWER TYPE MONOPOLE TO &TER MIS DO IDEM. DRAWN BY: CHECKED BY: TOTER OWNER: CROWN CASTLE TOWER CO SITE ID: 87846.5 2000 CORPORATE DRIME RFDS REV N: --- CONSTRUCTION CANONSBURG. PA IM17 TOWER AFP NUMBER: 562,195 (303) 274-6558 COUNTY: ANOKA SITE DESIGNER: GPD GROUP, INC. 520 5 WAN ST. SUITE 2534 !LATITUDE (HAD 83): 4S 15' 49..30' N AKRON. OH 44311 PROJECT INFORMATION 0.263894 N (330) 572-2100 LONGITUDE (HAD III 9S 20' 32.55• W TITLE SHEET SHEET NUMBER 93.342375 W ZONING JURISDICTION: CII)` OF ANDOVER SITE ACQUISITION: JAMES RIES ZONING DISTRICT: I - INDUSTRIAL CONSDUCTION M RACEM MOHAMMED MOHAMMED PARCEL NUMBER 16-32-24-23-0002 OCCUPANCY GROUP: U RF ENGINEER: CHONG EEE CONSTRUCTION TYPO 1-0 POWER COMPANY: CONNEXUS ENERGY TELEPHONE COMPANY: SEORA (DIRECTIONS gRECTO FROM MINNEAPOIL6I PAUL INTERNATONN AIRPORT: d..sh VICINITY MAP LITTLETON, CO 80120 SITE LOCATION GPD GROUP, INC.` . Akron, OH 444311 ,. k AAAA. NO SCALE rvo•,�e Tu d..sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Ad& GPD GROUP, INC.` 520 South Moi, Street, Sude 2531 Akron, OH 444311 330.572.2100 Pox 330.572.2101 �i �rt xE rvo•,�e Tu n,I<O;nn;znzz,,n e,,.r,.stsss IT IS A WOtM0N Or IAw FOR ANY PERSON, UNTERS MD ME KING UNDER ME oiRECNON DE A UCENSM PROFIEDIIXYI ENGINEER, TO &TER MIS DO IDEM. DRAWN BY: CHECKED BY: PPROVEO By AJAR AJM MRL RFDS REV N: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 01/1e/2m1 INIJm M AIMEW 9 011/211 9 TWIT) RD CAMORS t Rt/to/= Isw1m m mruns A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 23' 4 17 C ,•• ------ SEE ENLARGED Sm EXISTING CHAIN-LINK FENCE x— EXISTING UTILITY VAULT EXISTING 12' WIDE CHAIN-LINK GATE OVERALL SITE PLAN NSM Wreleee LLC. TEMPLATE VERSION M - NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CW TTY. EXISTING MONOPOLE FIBER HWDHOLE 6' 4' 2' 0 5' 3116' -Y -O' EXISTING MONOPOLE NOTES 1, CONTRACTOR SHALL FIELD VERfY ALL DIMENSIONS. 2. CONTRACTOR SNI MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED DPS UNIT. TRANSMTT11N0 ANTENNAS AND EAST CPS UNITS. 3. ANTENNAS AND MOUNTS OMTim FOR CLARTY. PROPOSED DISH Wlnl4mIDGE ----------- + LC- 12' WIDE ICE BR jf• 1 1 1 1 1 i -••-9-U----- •SEE ECUPHENT LEASE MFA/PUTFORM LAYOUT (SHEET A-3) ENLARGED SITE PLAN 12-6-0 1' 2' 3' 4' 5' 6' 7' 3/8'-1'-0' 2 I VC�:: D 2e SCFI 40 • J F VC C'':OUIT FOR IBER FROM k a i _ AEW DISH r - iF-OWER ROU"FE N PROPOSED POWER Tl- BE ,BE ROUTED PER POWER COMPAN UTILITY ROUTE AERIAL NO SCALE 3 d.*sh ex 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 40'OAK GPD GROUP, INC. 520 Soon Maio Sireer, Suite 2531 Akron, OH 44311 330.5725100 Fax 330.572 2101 X.115 L enin tt1VNERVl �.alnnrznxe,..,. 514" R IS A VIOLATION OF UW FOR ANY VERSpI, ON I'" M& AAE ACING UNDER TIE NREOION OF A UCENSED PMT^ D SIONM. ENGINEER, TO ALTA MIS DOCUYEM. DRAWN BY: CHECKED BY: PROVED BY: AIM AIM MRL REDS REV d: --- ♦ e DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 0!/11/101 Om m ICO 0 0/211 mmatim MR GOCMS -••-9-U----- •SEE ECUPHENT LEASE MFA/PUTFORM LAYOUT (SHEET A-3) ENLARGED SITE PLAN 12-6-0 1' 2' 3' 4' 5' 6' 7' 3/8'-1'-0' 2 I VC�:: D 2e SCFI 40 • J F VC C'':OUIT FOR IBER FROM k a i _ AEW DISH r - iF-OWER ROU"FE N PROPOSED POWER Tl- BE ,BE ROUTED PER POWER COMPAN UTILITY ROUTE AERIAL NO SCALE 3 d.*sh ex 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 40'OAK GPD GROUP, INC. 520 Soon Maio Sireer, Suite 2531 Akron, OH 44311 330.5725100 Fax 330.572 2101 X.115 L enin tt1VNERVl �.alnnrznxe,..,. 514" R IS A VIOLATION OF UW FOR ANY VERSpI, ON I'" M& AAE ACING UNDER TIE NREOION OF A UCENSED PMT^ D SIONM. ENGINEER, TO ALTA MIS DOCUYEM. DRAWN BY: CHECKED BY: PROVED BY: AIM AIM MRL REDS REV d: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 0!/11/101 Om m ICO 0 0/211 mmatim MR GOCMS 1 01/10/A0 IWVC PBI QYCR$ _ A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER A-1 NOTES 1. COEJTRNLTOR SHAL FIELD VERIFY NL DIMENSIONS, 2. ANTENNA AND MW DRI SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR N.I. RF DETNLS 3. IDOS'RNG EQUIPMENT AND FENCE OMITTED FOR CLARITY. PROPOSED DISH WTreNee L.L.C. ICE BRIDGE — PROPOSED DISH WIMpe LLC. EOUIPMENT ON PROPOSED STEEL PLUMIRM PROPOSED DISH Whlpa LLC. GFS UNI PROPOSED SOUTH ELEVATION NSM ffl b LLC. TEMPLATE VERSION 38 — 07/23/2021 (1) PROPOSED DISH WIFNI LLC. HYBRID CABLE ROUTED INSIDE POE EXISTING MONOPOIF EXISTING ENTRY PORT E%ISTING IA.NO'N BOTTOM EL. O 4" ACL PROPOSED DRI III rNAr 1 (TOP 1 PER SECTOR, TOEA PROPOSED DISH VS I RRH (TP 2 PER SECTOR. PROPOSED DISH "Rol. I BACK—TO—BILK MOUNT IT OF 1 PER SECTOR. TOEAL PROPOSED DISH Wiretap LLC. ANTENNA PUTTORNI ANTENNA LAYOUT I12" s" D 1, 2' a I 2 I EXISTING TIP OF LIGHTNING POC LITTLETON, CO 80120 TOP EL O 1Q'-0" ALL `- I TRN6TIISSION CABLE EXISTING MONOPOLE POSRIOH TOP EL. O 14P'-0" AGL MODEL EXISTING PANEL ANTENNAS FEED UNE TYPE RAD CENTER O 142'-0* AGI IT IS A VI TON OF LAW FOR ANY PERSOR, EXISTING ENTRY POP[ TO ALTER THE DOCUMENT --- RAD CFNTER O 1A0' 0" Ar PGI (3) PROPOSED DISH Wl M LLL ANiQN15 }S ALPHA NNT CENTER O 132'-0' AOL PRDISH WYWMxx LLC. FLAIR! P�ORT JI MRL RID CENTER O 3126 CONSTRUCTION STING ENTRY PC'' �. SUBMITTALS PAID RAID CENTER o 120 -o All � (1) PROPOSED DISH WIFNI LLC. HYBRID CABLE ROUTED INSIDE POE EXISTING MONOPOIF EXISTING ENTRY PORT E%ISTING IA.NO'N BOTTOM EL. O 4" ACL PROPOSED DRI III rNAr 1 (TOP 1 PER SECTOR, TOEA PROPOSED DISH VS I RRH (TP 2 PER SECTOR. PROPOSED DISH "Rol. I BACK—TO—BILK MOUNT IT OF 1 PER SECTOR. TOEAL PROPOSED DISH Wiretap LLC. ANTENNA PUTTORNI ANTENNA LAYOUT I12" s" D 1, 2' a I 2 I ANTENNA SCHEDULE NO SCALE 1 3 dish 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 ANTENNA I TRN6TIISSION CABLE SECTOR POSRIOH EXISTING OR MNNUFALTIRER — MODEL TECHNOLOGY SIZE (Hx'A� AZDII/TH RAD FEED UNE TYPE —, 0110'2022-- 51s IT IS A VI TON OF LAW FOR ANY PERSOR, PROPOSED NUMBER TO ALTER THE DOCUMENT CENTER AND UE4CNI ALPHA Al PROPOSED JW WIRELESS — YXOBFROB&5-21 MRL SO 72.0' x 20.0" O 132'-0" CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0/10/'1@1 ®Im FOI ION!•` -� 0 OY/R1/20]1 WWiIFP PEX WME105 (1) HIGH—CAPACITY BETA 31 PROPOSED JM WIRELESS — 4%OBFR0IHI —21 SG M.0' x MO' 120' 132'-0' HYBRID CABLE (175' LONG) GMM C1 PROPOSED JM WIRELESS — IOOBFR9865-21 3017 161ST AVENUE NW SG 72.0' x20.0' 21C 132'-0' SHEET TITLE ELEVATION, ANTENNA LAYOUT AND SCHEDULE RRH A-2 NOTES SECTOR POSITION MANUFACTURER — MODEL NUMBER TECHNOID('Y 1. CONTRACTOR TO REFER TO FINAL CONSIRIICTON RETS FOR ALL RF DETNLS. Al FUJITSU — TAD8025—BBD{ 50 ALPHA 2. ANTENNA AND RRH MODELS MY CIMNGE WE TO EQUIPMENT Al FUJITSU — TNS(Y25-00)5 SG AVALARIRY. AIL EQUIPMENT CTMNGES MUST BE Af+PROVID AND RETAIN IN COMPLMNCE WITH THE PROPOSED DESIGN AND SIRUCIIIRAL ANALYSES. Bl FUJITSU — TA00025-8104 SIG BE B1 FUJITSU — TAORM-8605 SG Cl FUJITSU — TNDSOn-8604 50 cA 01A C1 FWDSU — TA080'25-8605 SO ALPHA NIA RAYCIP — MDC—GOBI—PF—b 5C ANTENNA SCHEDULE NO SCALE 1 3 dish 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 4040K GPD GROUP, INC.` 520 SOWM1 Main Street, Suite 2531 Alroq OH44311 330572.2100 Fm 33057]]01 . aM1 mx,n, Pte. xR�n..em, r• awe �+. o.Cl �PNFRI. TwJ HHfKS —, 0110'2022-- 51s IT IS A VI TON OF LAW FOR ANY PERSOR, UNLESS TIEY ME KING UNDER TIE DIRECTOR OF A 110EN5E0 PROFESSK W ENGINEER. TO ALTER THE DOCUMENT DRAWN BY: CHECKED BY:APPROVED BY: AJM NM MRL REDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0/10/'1@1 ®Im FOI ION!•` -� 0 OY/R1/20]1 WWiIFP PEX WME105 t of/to/aYv IroNm GYP COIAEIIn A&E PROJECT NUMBER 2021724.75.878465.02 DISH Nireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELEVATION, ANTENNA LAYOUT AND SCHEDULE SHEET NUMBER A-2 PROPOSED DISH Wireless L.L.C. GENERATOR PLUG PROPOSED DISH Mralae LLC. GPS UNIT PROPOSED DISH Mrelee LLC. POWER PROTECTIVE CABINET - PROPOSFD DISI IN AMe LLC. PROPOSED DISI MraMe LLC SAFETY SMTCH. SPACE RESERVED FOR ADDITIONAL DISCONNECT IF REQUIRED. — PROPOSED DISH Mielm LLC 203AMP METER SOCKET— PROPOSED DISH Mrelen LLC. TELCO FIBER ENOLOSURE — PROPOSED DISH MrNm LLC. FlBER NID. IF REWIRED — PROPOSFD DISI Wireless LLC. EQUIPMENT PIATFDI0.1 — COMMSCOPE MTC4045LP 5X7 PLATFORM DIMENSIONS (IMMKD) 18'eB4'480' TOTAL WEIGHT 423 LBS PRWIOE EMONOED THREAD Fos PLAIFOBI IF REWIRED HF1GNT IXC®5 1]' Y .o Ol Y THIS DETAIL HAS NOT BEEN REVIEWED BY ME WA PING PARTY . THEREFORE, THE STAMPING PARTY MAKES NO REPIESENTAlION(5) MLH RESPECT TO ITS CONTENTS. AND SHAL NOT BE DARE FOR SOME. MHS DETAIL IS FOR REFERENCE ONLY. AD" RELIANCE ON THIS DETAIL SHALL BE AT THE RELYNG PARIYDES)% OWN RTS( AND HEREBY ARMS ANY AND A.D. CWM(S) RELl TD THE IXSTFNCE OF THE STIMP OR MERWISE. COMMSCOPE MTC4045HFLD H—FRAME U WRUT/SUPoORT PMS QTY 5 wow 58.74 1W PIPE CAP p[{�NY pp WELDIIENT PIPE gReg cp�{FF8yS SUPPORT RAL g�y�CC IIW EYW�Q GALLA. u -BOLTS tl 21MISFASE PLATE ;>�E H—FRAME DETAIL NcrN YRreYee I 1 C. TFMPIATE VERSION M — 07/23/2021 ELBE fr� SIDE - 5' LENGTH BAH 40'940K GPD GROUP, INC. R� Akron, CH 44311 330.571.x100 Pas 330.572.2 101 �—EQUIPMENT S I I EQUIPMENT _ R IS A YIOIAPON OF U MR MY PERSON, I I PLATFORM FOOIPID (TP) CHECKED BT:APPROVED BY: FOOTPAD PJM MRL ) _ II SUBMITTALS REV DATE DESCRIPTION A m/1e/]DIl RAm 1p1IMa Mr w/21/2w1 umsUm THI IRIRBIH LQi PROPOSED DISH Mrelm LLC. EQUIPMENT CABINET CHANNEL C") SIDE - 7' LENGTH BAH GRATING n� EOUIPMEM PLATFORM (TYP) O (lYP) 12' PLATFORM DETAIL I No s -TE 1 2 1 NOTE: OR DISH WNMwe LLC. IPPRWED EWNALEM 80' 50' 0 NO SCALE 1 3 0 I b PROPOSED DISH Mrelm LLC. OPS UNIT — 1. CONTRA TO BURP PIATFORIA FEET MTH A MINIMUM OF 2' OF FILL PER EXISTING SM SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Mrs. LLC. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 848' INSTALLED UNDER lel FOUR FEET OF TIE PLATFORM (4 112 BLACK PLASTIC) 3. EQUIPMENT CABINET Dill FOR CIAJI - 4 MIL W® BVtPoER (TP) EQUIPMENT PI 0JECIR 1 FOOTPAD (TYP) FRONT ELEVATION 0 I PROPOSED DISH V wN LLC. FIBER MD. P REWIRED T O N IA g1 U T 10 PROPOSED SED0 ' DISH M LLC. TELCO FIBER ENCLOSURE O PJC CONDUR (TW) 0 — 4 MIL W WRIER OW) EQUIPMENT PLATFORM FOOTPAD (TYP) BACK ELEVATION NOT USED I HD SCALE 1 4 1 H -FRAME EQUIPMENT ELEVATION PROPOSED DISH Mralm LLC. 20GAMP METER SOCKET PROPOSED DISH Winless LLC, EQUIPMENT H -FRAME Pw CoNWB (TYP) PROPOSED DISH Mrelee LLC. EQNPMEM PUKTFOPoA FINISHED GRADE PROPOSED DISH NI LLC. CPS UNIT PROPOSED DISH Mrolm LLC. EQUIPMENT H -FRAME PROPOSED DISH W4eleee LLC. EQUIPMENT PLATFORM FINISHED GRADE dish Is SIDE - 5' LENGTH BAH 40'940K GPD GROUP, INC. GRATING Akron, CH 44311 330.571.x100 Pas 330.572.2 101 �—EQUIPMENT EQUIPMENT PLATFORM R IS A YIOIAPON OF U MR MY PERSON, UNLESS THEY ME ACTING MINCER THE gREC1NlN OF A uCOISED PROFESSNkYI ENCINEER, PLATFORM FOOIPID (TP) CHECKED BT:APPROVED BY: FOOTPAD PJM MRL ) —BAR GRATING 2' SUBMITTALS CHANNEL C") SIDE - 7' LENGTH BAH GRATING n� EOUIPMEM PLATFORM (TYP) O (lYP) 12' PLATFORM DETAIL I No s -TE 1 2 1 NOTE: OR DISH WNMwe LLC. IPPRWED EWNALEM 80' 50' 0 NO SCALE 1 3 0 I b PROPOSED DISH Mrelm LLC. OPS UNIT — 1. CONTRA TO BURP PIATFORIA FEET MTH A MINIMUM OF 2' OF FILL PER EXISTING SM SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Mrs. LLC. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 848' INSTALLED UNDER lel FOUR FEET OF TIE PLATFORM (4 112 BLACK PLASTIC) 3. EQUIPMENT CABINET Dill FOR CIAJI - 4 MIL W® BVtPoER (TP) EQUIPMENT PI 0JECIR 1 FOOTPAD (TYP) FRONT ELEVATION 0 I PROPOSED DISH V wN LLC. FIBER MD. P REWIRED T O N IA g1 U T 10 PROPOSED SED0 ' DISH M LLC. TELCO FIBER ENCLOSURE O PJC CONDUR (TW) 0 — 4 MIL W WRIER OW) EQUIPMENT PLATFORM FOOTPAD (TYP) BACK ELEVATION NOT USED I HD SCALE 1 4 1 H -FRAME EQUIPMENT ELEVATION PROPOSED DISH Mralm LLC. 20GAMP METER SOCKET PROPOSED DISH Winless LLC, EQUIPMENT H -FRAME Pw CoNWB (TYP) PROPOSED DISH Mrelee LLC. EQNPMEM PUKTFOPoA FINISHED GRADE PROPOSED DISH NI LLC. CPS UNIT PROPOSED DISH Mrolm LLC. EQUIPMENT H -FRAME PROPOSED DISH W4eleee LLC. EQUIPMENT PLATFORM FINISHED GRADE dish Is 5701 SOUTH SANTA FE DRIVE LITTLETON. CO 80120 40'940K GPD GROUP, INC. 530Soon Main Sheet, Suhe 1531 Akron, CH 44311 330.571.x100 Pas 330.572.2 101 a:.'N—a . oma-. T—• C PHERJ,KHEQ -.01 1012022--, 514RR R IS A YIOIAPON OF U MR MY PERSON, UNLESS THEY ME ACTING MINCER THE gREC1NlN OF A uCOISED PROFESSNkYI ENCINEER, TO OTTER THIS DOWMENT DRAWN BY: CHECKED BT:APPROVED BY: PJM PJM MRL REDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A m/1e/]DIl RAm 1p1IMa Mr w/21/2w1 umsUm THI IRIRBIH 1 000/222 MrMlm nR NIAdq AkE PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT PLATFORM AND H—FRAME DETAILS SHEET NUMBER A-3 CHARLES INDUSTRY HEX CUBE—PM639155N4 0IFN9016 D91W�k 745132'R32' Pam RANT: -4SAC AWSIG W TOTAL WEIGHT (BE" IOe LOS 0 0 0 ii oe 00 1 1 BOE Bim SIZE CABINET DETAIL EATON METER SOCKET UNRRS213BEUSE LlIFR SOCIET TYPE IEIG ENCLASURE OII 691W'+d)) 19'x12519• MAM AIB41E RATING 20M wEIDHr 111 Les .%m Berl METER SOCKET DETAIL ilN.lEms COMMSCOPE WB -K110 -B Nc(�' a�N� PRODUC . 3 RUNGS 1e-1.012-3 SUPPORT AVCIET ME -130 OIEAf I11.R9AL PPE COLUMN. 13'-4' .%m Berl METER SOCKET DETAIL ilN.lEms COMMSCOPE WB -K110 -B RICLllDED WW -T12-3 TRAPEZE KR. WAVEGUIDE BRIDGE KIT PRODUC . 3 RUNGS 1e-1.012-3 SUPPORT AVCIET ME -130 OIEAf I11.R9AL PPE COLUMN. 13'-4' DIMENSIONS (HAJ 190"x10' WEIGHT/ VOWIE 3240 m CARE TWIN (ORY) 12 I MRL TRAPEZE ICT "-T12-3) DN GNY SON am FRONT ICE BRIDGE DETAIL mm C TEMPLATE VERSION 36 - 07/23/2021 BSE No 9; 7 RAYCAP PPC R DIAC-2465- P-240- MTS D"ASUME mI ooms (N.WIO% 3r 22.e06112M3 WEIGHT. e0 b OPERATING AC VOLTAGE 210/120 1 PHASE JNIO waO ME Q ME POWER PROTECTION CABINET (PPC) DETAIL NG su1.E 2 I MRL ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE DIF1®016 (H~) 39I G5112A' WEIGHT to to Qo po OQ O co) Q O lIcEn E SUBMITTALS REV DATE I DESCRIPTION 0 e ow/m IAWa1 Lal mW O PROPOSED 30' DIA A&E PROJECT NUMBER 2021724.75.878465.02 DISH Winless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TRLE EQUIPMENT DETAILS SON 10 PPE n PROPO(iD CABLE CUWP O 0 0 a v -w O.C.— PROPOSED 1'-9• RER iDIMOOION waO ME FIiaB ME POWER PROTECTION CABINET (PPC) DETAIL NG su1.E 2 I MRL ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE DIF1®016 (H~) 39I G5112A' WEIGHT to to Qo po OQ O co) Q O lIcEn E 19 NISH SLOPE TO GRAIN — FRONT m� 7 SQUARE D SAFETY SWITCHES D224NRB FNC108111E 0I1 (M1Wx11) 2I.25%19.OD%G.W ENCLOSURE TYPE NBA 31% RAINPROOF UL JSTED RLE E-21175 SAFETY SWITCH DETAIL CHARLES CFIT-PF202ODSHI FIBER TELCO ENCLOSURE EWCUOSURE GINS (Hx") 2O'x2O"x • ENCLOSURE WEIGHT 20 be MdRRNG WALL COIPUNNCE TYPE 4 BIDE B11C1( FIBER TELCO ENCLOSURE DETAIL DIA «ip FRONT No sc&E 3 P 4'-0. 0.0. EXISTING ENTRY PORT x20 d.*sh 5701 SOUTH SANTA FE DRNE LRRETON. CO 80120 I DRAWN BY: P11IPU5FD %• UTA PROVED W: AIM I MM I MRL RFDS REV /: --- (OPllpl(OPTIO naa �— SUBMITTALS REV DATE I DESCRIPTION A 41 MM IIIIIIIIIII® IOII HOUR e ow/m IAWa1 Lal mW r DLA 9011 10 PPE O q PROPOSED 30' DIA A&E PROJECT NUMBER 2021724.75.878465.02 DISH Winless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TRLE EQUIPMENT DETAILS SON 10 PPE n PROPO(iD CABLE CUWP 19' ON ORLLID a v -w O.C.— PROPOSED 1'-9• RER iDIMOOION DIA. OONCRETE A -A SECDON «ip FRONT No sc&E 3 P 4'-0. 0.0. EXISTING ENTRY PORT x20 d.*sh 5701 SOUTH SANTA FE DRNE LRRETON. CO 80120 Me A WOIATgN eF Im TORN RASON. IMIE44 T1 AW IGN10 U""11C OKCOW IAuf1M301 PROEENOWL RRGIFDt. To ruEn T16 OOLOYI]9. DRAWN BY: CHECKED BT: PROVED W: AIM I MM I MRL RFDS REV /: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 41 MM IIIIIIIIIII® IOII HOUR e ow/m IAWa1 Lal mW 1 N/"= ui a Fal amlaa A&E PROJECT NUMBER 2021724.75.878465.02 DISH Winless LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TRLE EQUIPMENT DETAILS SHEET NUMBER A-4 PCTEL GPSGL—TMG—SP1-40NCB DIMENNONS (DMxH) MM/INCH 81.154,NN 3.2'x7.25' WEIGHT W/ACCESSORIES 075 Ib CONNECTOR N-FENIlE FFEOUEIICY RANGE 1590 3 3061H. T6 DETAIL HAS NOT BEEN REIIIE TD W THE STAMPING PARTY. THEREFORE THE %TAMPING PARTY MAI NO RNPRB�ATON(S) WITH RDSPECT TO IIS CONRNIS. AND S NOT BE WBIE FOR %OCH. ON DETAIL 41 FYAE L K AT ONLY. ANI' RELIANCE DI IrO )-S 01 SHALL AAT TIE WAIVE ING PARM1 UAIIII OWN NSR AID HEREBY WANES ANY AN ALL CWM(S) REINED TO THE E%LSIENCE OF THE %TAYP OR OIMRMGE EWA GPS DETAIL MINIMW OF 75R OR 270 IN ANY DIRECRON Ops NO SCALE I 2 CUI2PSMII IOD ({ AWG CONWCfORS) CU12PSM9P0)OO( (e AWG CONDUCTORS) CUI2PSMIIF) (e AWG CONDUCNRs) NO SCALE I 3 NOT USED I No scAE 14 I NOT USED I No srAIP 15 I NOT USED I NO SCALE 16 I NOT USED I r. TiYR AF VFRCCW W - o7/23/x41 NO SCAEE 7 NOT USED ND SME 1 9 d.*sh 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 Ao�ow GPD GROUP, INC.' 4C Soi.rF Kan 9rreer SUNe R i' Atmn, 011aa G'r 550 S /L2' OC Fox 330.SJ$ :"Ol �.• _..ma u...e ry53199 R 15 A Y(X. PON Of UW FOR MT PERSOR. OR.. TIEY ARE ACTING UNDER TRE DIRECFON 0(A 110EN5ED PRpfES510N4 ENGINEER. TO . TER TITS DOCUMENT. DRAWN B)': CHECKED BY:APPROVED BY: AIM AJAR MRL RFDS REV $: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A W/10/=l 6 III RIB01131 0 mn,r,RE, I.wEv M WYF,R: YI/10/A]1 IIPO11E0 POt (NI.Ip115 AA:E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 FUJITSU TRIPLE BAND TA08025—B605 DN04WS (Hb") 14.27k1a7 W WOOD 74318 b CONNFCIOR TYPE 4.1-10 RF COMMST POWFA SUPPLY DC -aa T JMA MX08FRO665-21 OBET®Os (JHRPAG) 72%MD%L0• RF PORM COMECRM TME 8 R 4.3-10 FEIM WE]QB 84.5 b WEOR WTTN BWORTS us b ANTENNA DETAIL COMMSCOPE XP -2040 CROSSOVER PLATE 0NE2B014 CMo�W) 1011Y WEIONf 11 b II Ah UP= ]ESN WYel. LLC TEE M VE SON 30 - 07/23/2021 ELM SEE ND 3DAuE 1 7 FUJITSU DUAL BAND TA08025-13604 DIIFNSOMS ftMO) f4.B•K1a7•R7A• WEDM 83A b CONNECTOR 71PE 4.3-10 Ri CONNECTOR POTTER SUPPLY DC -58 w RAYCAP RDIDC-9181—PF-48 DC SURGE PROTECTION (OVP) OMENSOM 0~) 1aW85A47B54.15• WEOR I 2182 LBS COMMSCOPE MC-PKS-DSH FACE WIDTH Be• WE*HT 1373.08 b NOTE /5• TO 3e- O.D. Nrcsxwru '��S F am n Esaa NO SOME 5 NOTE OR D®1 I N ' LLC APPTIOIED muwEmT SABRE DOUBLE Z—BRACKET C10123155 DNE4ION5 ow") 0 BRAOET) 5-ani-13/le WFS11T MAL ASSDELY) San b PACKAGE OLLM IT 4 M04 MOUNTING BRACKET HPA-33R—BUU—H4—K WIDTH 5' DEPTH Y MTOR Y TOM WEIDTR 1.5 b HOSND MATERIAL IAL ASN/ABS/AWMNUM RABOME COLOR UGHT WAY COMECTOR 1R0 -PN DYVST CNWN NOTE 0R D6N WEel. 11.0 APPRarm D2UNMFHr ANTENNA MOUNTING DETAIL ND � 1 3 MIOIW11W10 PPE No 5cAUE 1 6 No � 1 9 d.'* s h 5701 SOUTH SAMA FE DRNE UTT ETON, CO 80120 rt 6 A MpAIICN K W PCR ANY PEReOR. .U= THEv NES ACING UWfR THE wRELTOx O A UCENSED PRCRSAHaL DAT M. N &M THS WONEM. DRAWN BY: CHECKED BY: PROVED BT: AIM I AIM I MRL RMS REV #: - - - CONSTRUCTION DOCUMENTS SUBMITTPIS REV DATE DESCRIPTION A Oy1eAWN WEA M RY 0 "AWN u ea aa.oee.. 1 a/tym I/W! 19 wuRMme A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wirolew LLC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TIRE EQUIPMENT DETAILS SHEET NUMBER A-6 x - x -EXISTING MONOPOLE E%ISTING LATFORTFOR 6" PM EXISTING CHAIN-LINK FENCE EXIST NG 1� UTILITY VAULT PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 435'5) — PROPOSED Fl3ER ROUTE (2" SON 40 PIC COMMIT) PROPDSEB mm NADNOE (MAN) PROPOSED UNDERGROUND FIBER CONWT (LENGTH: 2755) EXISTING UTILITY POLE WITH WITH TRANSFORMER PROPOSED 1-1/4" CONDUIT FOR FIBER FROM NMP TO PROPOSED FIBER HAND HOLE AT COMPOUND ----------/ 1'.— PWR— PMR— PWB— PMR— PWR POUR— POUR PROPOSED FIBER HANDHOE (MMP) UTILITY ROUTE PLAN ISN 111,41 LLC. TIEMPLATE VERSION b - 161ST AVENUE NW NOTES 1. CONTRACTOR SHAL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE- 2. OUTE2. ANTENNAS AND MOUNTS OMPTED FOR CLARITY. 3. THE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. 'POUR" AND -FW PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE INFORMATION INCLUDING BUT NOT UNITED TO FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RKI TS DOCUMENTS. WHEN INSTALNG THE UTILIM ES PLEASE LOCATE AND POLLON EXISTING PAIN. IF DUSTING PATH IS NOT AN OPTION. PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. 0 10 20' DC PORTER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -IBV CONDUCTORS. RED MARKINGS SHN1 IDENTIFY +24V AND AWE MA LUNGS SHA1 IDENTI -IBV. 1. CONTRICFOR SHALL INSPECT THE EXISTING CONDNIONS PRIOR TO SUBMITTING A BIO. ANY QUESTIONS ARISING DURING THE BID PERIOD N REGARDS TO THE CONIRICfOR'S FUNCTIONS, THE SCOPE OF WORK, OR A0' OTHER ISSUE RELATED TO TING PROJECT SHALL BE BROUGHT UP DURING THE BID PEROT) WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE HATH CURREIR NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROJIUE AL COMPONENTS AND WRNG SJZES AS REWIRED TO MEET NBC STADAR05. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEICES SHOWN ON THE DRAWINGS ARE APPROMMATE AND SHA.- BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT RHOMBI SHALL BE COOMANATED WITH THE MECHANICAL EQUIPMENT TO AMD LOCATION CONFLICTS VERIFY WIOI THE MECHANICAL EOLIPMENT CONTRACTOR AND COMPLY AS REWIRED. 5. CONTRACTOR SHALL PROWDE ALL MWERS, CONDUBS AND ORCUTTS A5 REWIRED FOR A COMPLEIE SYSTA. 6. CONTRACTOR SHALL PRONDE PULL BOXES AND JUNCTION BOXES AS REWIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PRONDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR AI. CABLE ASSEMBLIES. IN5TALATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, S. ALL DISCONNECTS AND CONIROWNG DEVICES SHALL BE PRONDED WfIH ENGRAVED PHENOLIC NAMEINATES NDICATING EQUIPMENT CONTROLLED. BRANCH CIRCUITS INSTALLED ON, AND PANEL FlEUD LOCATIONS FED FROM. 9. NSTAI_ AN EQUIPMENT GROUNDING CONDUCTOR IN AL CONDUITS PFR THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT' GROUNDING CONDUCTORS SHAU_ BE BONDED AT Al JUNCTION BOXES, PULL BOXES. ARD ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALI_ NEW MATERIAL SHALL HAVE A UI LABEL 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHA. BE RESPONSIBLE FOR AS -BUILT PANEL SCHEDULE AND SITE DRAWINGS. 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG ELECTRICAL NOTES I No SORE I 2 004 1 W_ .�. .T E BE ROUTED PER .,- �. POWER C064FAM UTILITY ROUTE AERIAL No saLE 3 dash V■ QRw. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 400K GPD GROUP, INC.. 520Somh Mom S11 e,S6 3511 Akan, OH 44311 330.572 2100 Em 330.92 2301 w+waa.. ^oHSTB... A OI50426 11 Is A VOunON OF u FOR ANY PERSON, UHUSS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEO PROFESSIONAL ENGINEER, TO ALTER THIS DOCUWD4L DRAWN BY: CHECKED BY:APPROVED BY: ALM I AM I MRL RFDS REV M: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A ams/ml HARP M R 4 0n1/=l I.PB41lD FER HHNREKIB 1 01/14/2ete uratm rB1 N:UMfMIS A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wo-elesS L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 CARLON EXPANSION FITTINGS PROPOSED FIBER PROVIDER COUPLING END PARE/ MALE TERMINAL ADAPTER END PMR/ WE SID cm CITY. LFT4CIHENGTH E943D E9u0x 1/2' 20 4' m45E EB45EX 3/4' 15 4' II m45FX 1" 10 e m45G 11 1 1/4• 5 4" E845H 045HX 1 1/2• 5 4' m45J m45JX 2' 15 6' m45K m451OL 2 1/2' 10 6' EMIL m451% Y 10 6" EB45M EB45MX 3 1/2' 5 B' m45N EBISNX 4' 5 B' m45P m45Px 5' 1 6' m45R m45R% 8' 1 6' luzomol E PROPOSED FIBER PROPOSED DISH W hpiII LLC. ND. IF REQUIRED UNISIRUT VARIES PER PART NUMBER SUP JOINT (SEE CHART FOR PAR NUMBER) Y I NOTE CONTRACTOR TO INSTALL EXPANSION FITTING SUP JOINT AT METER CENTER CONDUIT TERMINATION. AS PER LOLIL am POLICY. ORDINANCE AND/OR SPEDIFIED REQUIREMENT I NO sn4F I 1 NOTE FIBER BROADER NEL NEED TO PIN VKNE AN ADDITIONAL SFT UNISTRUD 2 U -BOLTS MRN 4 NUTS, IN THE EVENT THE BRACKET SPACING DOESNT UNE UP WIIH CURRENT SPICING SEUDW TRENCHING NOTES 1. CONTRACTOR SINAL PEtifORE 111E TRENCH TG Drs a Elk OR SODDING BY EITHER SEEDBW DR SDDNG A CRASS MEA., DR ARIAS REPLACING ITS OR CONCRETE REAS TO 115 dRN4NA CROSS SECTION. 2. TRENCHING SAFETY: INCLUDING. BUT NOT UNITED TO SOIL CLASSIFICATION, SLOPING. AND SHORING. SHAL BE GOVERNED BY THE CURRENT OSHA TRENCHING AND EXCAVATION SAFETY STANDARDS. 3. ALL CONDUITS SHALL BE INSTALLED IN COMPLANCE %NTH THE CURRENT NAIpNAL ELECTRIC CODE (NEC) OR AS REOUIRED BY TIE LOCA JURISDICTION, WHICHEVER IS THE MOST STRINGENT. H BACKFILL PER SITE WORK SPECIFICARONS (SEE GENERA NOTES) IN anon WANING TAPE SAND BEDDING PER SITE WORK SPECIFICATIONS NEI I 2 DISH NrNw LLC. PROVIDES 12AWC WIRE (6' TAIL)— wI,,E m, DISH WH4Nw LLC. FIBER I DISTRIBUTION PANEL. PROPOSED DISH MM. LLC. TELCO FIBER ENCLOSURE DISH WR414eR LLC. FIBER HYPER TO CABINET WILL NEED TO BE TERMINATED BY FIBER BROADER ON OTHER SIDE OF SULNHEAD/LC TO LC CONNECTOR WHERE CIRWR IS TERMINATED. PROPOSED FIBER PROVIDER PROPOSED FIBER PROVIDER PROPOSED DISH M1reYa LLC. Q FIBER LATERAL FROM ROM 12 AWG WIRE OF WAY TO STREET, PROPOSED DISH W1,44n LLC. TERMINATED TO FDP 1-1/2' BONER FROM CABINET PROPOSED DISH MTreYeR LLC. FIBER BROADER TO TERNIMM 1-1/2' FIBER TO CABINET DISH 116M. LLC. INSTALLS 1-1/2" CONWFOR POWER PROPOSED DISH Mgrslws LLC. AND FIBER TO CABINETCONDUITFROM CONDUITffS COMMERCIAL FIBER VAULT DARK TELCO BOX — INTERIOR WIRING LAYOUT No SCALE 3 PROPOSED FIBER PROVIDER N N OUR 1-1/4" FLEX CONDUITS FIBER BROADER TO TERNIMM FIBER BROADER TO PUNCH TOP OF POWER TO FIBER PROVIDER ND TECO BOX OF MD ENCUDAIRE AND PROPOSED DISH wriN LLC. INSTAL 1-1/4• UQUID TIGHT 12 ANC WIRE (6' TAIL) CONNECTORS. UL LISTED. NYLON MATMIAL WIRD O-RING CASKET FIBER PROVIDER TO INSTALL 1-1/4' REX CONDUITS BETWEEN PROPOSED DISH WIrN4u LLC. PO FOR TELCO BOX k No 10 DISTRIBUTION,DIHRIT,l BRFA(ERLLC. PROPOSED DISH WlrelmW LLC. TELCO, FIBER ENCLOSURE PROPOSED DISH WIn1. LLC. 12 AWG WIRE PROPOSED DISH NBI LLC. 1-1/2• ROM TO GANNET PROPOSED DISH WIn1. LLC. M PROPOSED DISH wnlus LLC. 1-1/2' POWEt FROM CABINETlk_i 2• CONWIT FROM COMMERCML FIBER VAULT LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) ND SCALE 1 4 NOT USED No scut 5 NOT USED No SCALE 6 NOT USED I NO SCALE I 7 X11 WOeleee LLC. TEMPLATE VlD W — 07/23/2021 NEI E a NOT USED I No scAEE I 9 d*sh 5701 SOUTH SANTA FE DRIVE LITRETON, CO 80120 Ad& GPD GROUP, INC.` 520 SOV1h Main St.ael, Site 2531 Akio,, OH 44311 11011111.()F-1105111101 '. „..p(. STEVEN SCHAUB ---- 5N2e R IS A AOLATCN OF LAW FOR ANY PERSON, UNLESS THEY ME ALTNG UNDER THE DIRECTON OF A LICENSED MOFESSIONLL ENGINEER, TO ALTER T115 DOCUMENT. DRAWN BY: CHECKED BV:APPRCVED BY: AIM AIM MRL RFDS REV If: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0!/10/RAIU 6HIm RAR R\V 0 00/Rt/m, EPWEO PFN WINFMS 1 01/10/MY VMTFD PEBCdY]ILS A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 CU ELECTRODE N EXISTING�IID/240V, 103W. UTIUtt COMPANY TRAINS JY1 TRANSFORMER -NEW IRE MID CONCUR PER ANI COMPANY DEOQREENTS NEW 201 120/2W. 1+3W. NEMA JR METER ENCLOSURE IN 3' SCH b rt NEW 201 120/240V, 1W. SERI RATED, FUVELE DISCONNECT (NEIN M). (SQUARE D MODEL MD. MMIT8 / OR EQUINALEHO. VERIFY COMPATBILJIY WITH UDCAL U1N1Y COMPANY. LOCATION OF MAIN SONDXIG JUMPER. (3) 3/0 WTIH Ee GROUND IN 3' SCH 40 CONI GROUNDING ELECTRODE SMALL BE (2) 5/5'1 X 10' LONG GROUND ROD SPACED MINIMUM 6' MMR we PROPOSED POWER PROTECTIVE CABINET 120/24 , 1 PH, SEMICE RATED. OhRAL1 UL UBIED POWER CENTER, N3R. S5K/1DL( NC MAIN BREWER WIRD 200A INTERLOCKED GENERATOR FEED, 201 85K AIC D NOTE: BRANCH CNCUTT WINO SUPPLING RECTIFIERS ARE TO BE RATED UL1015 10I BOOT. AND PVC INSULATED, IN THE SIZES SHOWN IN WE ONE -UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THAI FOR CONVENIENCE OLJIIER BRANCH CIRCUIT. AWAMMS REMARM (4) 30A 2P BREWER - SQUARE D P/N.0O230 (1) 151, 1P BREWER - SQUARE D P/NA0I15 NOTES (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY ADJUSTMENT FACTOR OF 801 PER 2014/17 HEC TABLE 310.15(9)(3)(0) OR I NEC TABLE 3101 FOR UL1015 WIRE- 2 IRE2 FOR 151,-2WIP BRF.AIO]C 0.11 A 3M - 24.04 10 FOR 25A-3dW/2P BREAKER: OA x 40A - 32.0A FOR 354-40A✓2P BREWS, 0A M 55A - u.1 FOR 45A-6W2P BREWER: 0A X 75A - N1.M XXT STING: AT 401 FLL PER NEC CRAFTER B, TABLE 4, ARTICLE 358. 0.5' CUIDUfT - 0.122 SO. IN AREA 0.75' CONDUIT - 0213 SO. IN AREA 2.0' COHDUT - 1.318 SC. IN AREA 3.0' CONDUIT - 2.907 S0. IN AREA VET CONWENENCE OUTLET CONDUCTORS (1 CONDI USING THAI CU, TD -0.0211 SO. IN X2 -0.012250.N 10 - 0.0211 SO. N X 1 - 0.0211 SO. IN <GROUND TOTAL - 0.0833 SO. IN EAT CONDUIT IS MEOUATE TO HANDLE THE TOTAL OF (3) WIRES, JONG GROUND WARE AS INDICATED ABOVE. 1FIER CONDUCTORS (2 CONDI USING M1015, W. 10 - 00288 SO. N X 4 - 0.10SO. N 10 - 0..0082 S0, N X 1 - O.84 COST SO. N <BARE GROUND TOTAL - 0.1118 SO. IN ENT CONOUrt IS ADEgATE TO HANDLE THE TOTAL OF (5) WIRES, JOINING GROUND WIRE, AS INDICATED ABOVE, FIID CONDUCTORS (1 CONDNT): USING TRWN, CU. 3/0 - 0.2679 SO. N X 3 - 0.8037 SO. IN /B - 0.0507 SO. N X 1 - 0.0507 SO. IN <GROUHD TOTAL - 0.8544 SO. IN SCH b PWC CONDUIT IS MEDIATE TO HANDLE WE TOTAL OF (4) NRI JDNO GROUND WIRE AS INDICATED ABOVE I PPC ONE -LINE DIAGRAM I NO SCAa 1 1 I CHARLES NETWORK GANNET (2) PROPOSED 440�w 0.75' EMT CCNDUIIS 520 SomM1 Win Sbe, Suite 3531 Akron, ON 44311 330.572.2100 Fax 330.5712101 +v-- ��e. I - so..T-rsN r-STEVE['IP.SCHAUB (3012022-1- FOR RECTIFIER 1 R iS A NgATON OF UN FOR ANY PERI IINISSS TREY ARE KTNC UNDER THE DIRECTION OF A IICETSED PROfES9IXUL ENGINEER. TO u7ER TRIS DOCUMENT DRAWN BY: CHECKED BY:APPROVED FOR RECTIFIER 2 PJM AIM MRL RFDS REV A: --- MR RECTIFIER 3 DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0I/11/911 DAm FOR REWl1FW TOR RECTFlW / 1 Dt/loym IWDMm rEW wuaTTs (1) PROPOSED 0.5' ENR CONDUIT Ad4E PROJECT NUMBER FOR CONVENIENCE OUTLET NOTE: BRANCH CNCUTT WINO SUPPLING RECTIFIERS ARE TO BE RATED UL1015 10I BOOT. AND PVC INSULATED, IN THE SIZES SHOWN IN WE ONE -UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THAI FOR CONVENIENCE OLJIIER BRANCH CIRCUIT. AWAMMS REMARM (4) 30A 2P BREWER - SQUARE D P/N.0O230 (1) 151, 1P BREWER - SQUARE D P/NA0I15 NOTES (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY ADJUSTMENT FACTOR OF 801 PER 2014/17 HEC TABLE 310.15(9)(3)(0) OR I NEC TABLE 3101 FOR UL1015 WIRE- 2 IRE2 FOR 151,-2WIP BRF.AIO]C 0.11 A 3M - 24.04 10 FOR 25A-3dW/2P BREAKER: OA x 40A - 32.0A FOR 354-40A✓2P BREWS, 0A M 55A - u.1 FOR 45A-6W2P BREWER: 0A X 75A - N1.M XXT STING: AT 401 FLL PER NEC CRAFTER B, TABLE 4, ARTICLE 358. 0.5' CUIDUfT - 0.122 SO. IN AREA 0.75' CONDUIT - 0213 SO. IN AREA 2.0' COHDUT - 1.318 SC. IN AREA 3.0' CONDUIT - 2.907 S0. IN AREA VET CONWENENCE OUTLET CONDUCTORS (1 CONDI USING THAI CU, TD -0.0211 SO. IN X2 -0.012250.N 10 - 0.0211 SO. N X 1 - 0.0211 SO. IN <GROUND TOTAL - 0.0833 SO. IN EAT CONDUIT IS MEOUATE TO HANDLE THE TOTAL OF (3) WIRES, JONG GROUND WARE AS INDICATED ABOVE. 1FIER CONDUCTORS (2 CONDI USING M1015, W. 10 - 00288 SO. N X 4 - 0.10SO. N 10 - 0..0082 S0, N X 1 - O.84 COST SO. N <BARE GROUND TOTAL - 0.1118 SO. IN ENT CONOUrt IS ADEgATE TO HANDLE THE TOTAL OF (5) WIRES, JOINING GROUND WIRE, AS INDICATED ABOVE, FIID CONDUCTORS (1 CONDNT): USING TRWN, CU. 3/0 - 0.2679 SO. N X 3 - 0.8037 SO. IN /B - 0.0507 SO. N X 1 - 0.0507 SO. IN <GROUHD TOTAL - 0.8544 SO. IN SCH b PWC CONDUIT IS MEDIATE TO HANDLE WE TOTAL OF (4) NRI JDNO GROUND WIRE AS INDICATED ABOVE I PPC ONE -LINE DIAGRAM I NO SCAa 1 1 I )ISH Almleea LLC. TEIPUTE VERSION b - NO SCAIJ 1 2 NOT USED NO SCALE 1 3 dish 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 440�w GPD GROUP, INC. 520 SomM1 Win Sbe, Suite 3531 Akron, ON 44311 330.572.2100 Fax 330.5712101 +v-- ��e. I - so..T-rsN r-STEVE['IP.SCHAUB (3012022-1- •reol 50126 n: R iS A NgATON OF UN FOR ANY PERI IINISSS TREY ARE KTNC UNDER THE DIRECTION OF A IICETSED PROfES9IXUL ENGINEER. TO u7ER TRIS DOCUMENT DRAWN BY: CHECKED BY:APPROVED BY: PJM AIM MRL RFDS REV A: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0I/11/911 DAm FOR REWl1FW D Ny/2N, uFDOm PQ cn1W2Ts 1 Dt/loym IWDMm rEW wuaTTs Ad4E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 ® ELECTRICAL ONE -LINE, FAULT EiiO��O�10� SHEER NUMBER E-3 ® E[]1TQJlm©® ® m1T01m �m0 mFi7mPi]- s::.cTrra.Pf[1�zTR�c.iFi•1f3i97 �� ©-� Paa.Vi r.�,T.E.•t.1T'RT�1111fiE71111f��- 0�- )ISH Almleea LLC. TEIPUTE VERSION b - NO SCAIJ 1 2 NOT USED NO SCALE 1 3 dish 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 440�w GPD GROUP, INC. 520 SomM1 Win Sbe, Suite 3531 Akron, ON 44311 330.572.2100 Fax 330.5712101 +v-- ��e. I - so..T-rsN r-STEVE['IP.SCHAUB (3012022-1- •reol 50126 n: R iS A NgATON OF UN FOR ANY PERI IINISSS TREY ARE KTNC UNDER THE DIRECTION OF A IICETSED PROfES9IXUL ENGINEER. TO u7ER TRIS DOCUMENT DRAWN BY: CHECKED BY:APPROVED BY: PJM AIM MRL RFDS REV A: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0I/11/911 DAm FOR REWl1FW D Ny/2N, uFDOm PQ cn1W2Ts 1 Dt/loym IWDMm rEW wuaTTs Ad4E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEER NUMBER E-3 TEST DUEL F• r BOND PROPOSED EQUIPMENT ro PLATFORM PROPOSED GROUNDING EIECMODE SrSTEkI C" 4) BOND H -FRA E POST TO OMI -STRUT Mr.) /2 AWG BURIED GROUND RING 30' BELOW CRUDE /2 TINNED SOLID IN 1/2• I MIN. LDUID T09 CONDUR FROM 24' BELOW GRADE TO WITHIN 3' TO W' OF CAD -WELD SED E 1DOU THPOM. IXPOSm ECO E LONG TOR COMMIT SILICONE CAL If. V— — ' F - — — - �� — — • � HCl \ � _ _ � _ /' , BOND EQUIPMENT AS REQUIRED RY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO E 051ING TOWER GROUND RING (TOTAL 2) I TYPICAL EQUIPMENT GROUNDING PLAN I NO SCALE 1 1 1 • ••""••••' 'ND OAP SHOWN ME GENERIC AND HONG TO A SPECIFIC IFR MIS LAYOUT S FOR REFERENCE DISH Wiraleee NO SCALE 1 Z 0 EXOMERMIC CONNECTION •T TEST GROUND WITH ■ MECHANICAL CONNECTION /6 AM STRANDED a INSULATED GROUND BUS BAR — — — /2 AM SOLD COPPER TINNED OGROUND ROD A B1155 BM INSULATOR GROUNDING LEGEND I. GROUNDING IS SHOWN DVGPNIWTICNLY ONLY 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING Si BE IN COMPLANCE WITH NEC SECTION 250 AND DISH WirNess L.L.C. GROUNDING NAD BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFIGTDNS. 3. Al GROUND CONDUCTORS SILNL BE COPPER; W AWWNUM CONDUCTORS SHALL BE USED. GROUNDING KEY NOTES A EYTFNIOR GROUND RING /2 AND SOLD COPPER. BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR S INCHES BELOW THE FROST UNE AND APPRODWEELY 24 INCHES FROM THE DITETIKIR WALL OR FDOTING. OB TOWER GROUND RING : THE GROUND RING SYSTEM SHALL BE INSTAlID AROUND AN ANTENNA TONER'S LEGS. ANDION GUY AMHORS. WHERE SEPARATE S1'STF3MS NAVE BEEN PROJIDED FOR THE TONER AND AHE BUILDING, AT LEAST TWD BONDS SHALL. BE MADE BETWEEN ME TOWER RING GROUND SYSTEM AND THE BALDING RING GROUND SYSTEM LSINC MINIMUM /2 AM SOLD COPPER CWWCfOS. INTERIOR GROUND RING: /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR DEFENDED AROUND ME C PERIMETER OF ME EQUIPMENT AREA AL NON -TELECOMMUNICATIONS RELATED METALC OBJECTS FOUND WITHIN A SIZE SIWl BE GROUNDED TO ME INTERIM GROUND RING WTM /B AND STRANDED GREEN INSULATED CONDUCTOR. OGOND TO INTERIOR GROUND RING /2 AND SORA TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROWDED AT LEAST AT FOUR POINTS ON ME INIERM GROUND RING, LOCATED AT THE CORNERS OF ME BUILDING. OGROUND ROD: UL LISTED COPPER CVD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WfM INSPECTION SLEEVES. GROUND RODS SHIELD BE DRNEN TO ME DEPTH OF GROUND RING CONDUCTOR. CCNU REFERENCE GROUND BAR; PONT O' GROUND REFERENCE FOR ALL COMMUNICATONS EQUIPMENT F FRAMES. ALL BONDS ARE RUDE WITH /2 AND UMESS NOTED OTHERWISE STIAIDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLD TINNED COPPER CONDUCTORS. OwTDI PoATf GROUND BAR: BOND TO ME INTERIOR GROUND RING WITH TWO /2 AWG SIRWDED GREEN INSULATED COPPER CONDUCTOR. WHEN A HATCH -PLATE AND A CELL REFERENCE GROUND BAR ARE BOM PRESENT. ME CRCB MUST BE CONNECTED TO ME HATCH -RATE NAD TO THE INTERIOR GROUND RING USING (2) TTA) /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. N FXIFRIRIR CAM F ENTRY PORT GROUND BARS LOCATED AT THE ENTRANCE TO ME CELL SITE BUILDING. BOND TO GROUND RING WITH A 12 AWG SOLID TINNED COPPER CONDUCTORS WUN AN EXOTHERMIC WELD AND INSPECIll SLEI Oi I= RROUtQ BAR BOND M BOTH CELL REFERENCE GROUND Bot OR EXTERIOR GROUND RNG. OPRIUME 5S NONED FROM MEME NGG PONTEOUIPIMTELECDMIEWMENT FRAMES SHALL BE ME GROUND BS THAT OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDMDIIAL METALLIC UNITS LOCATED WRIT ME NEA OF ME INTERIOR GROUND RING REWIRE A /B AM STRANDED GREEN INSULATED COPPER BOND TO ME INIFEl GROUND PoNC. OFENCE AND DATE GROUNI METAL FENCES WITHIN 7 FEE OF ME EXTERIOR GROUND RING OR OBJECTS BONDED TO ME EETERIOIt GROUND RNID SMALL. BE BONDED TO ME GROUND RING WITH A /2 AWG SHAD TANNED COPPER CONDUCTOR AT AN INTERNAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH CATE POST AND ACROSS GATE OPENINGS. O EETERDR UNIT BONDS: METNLBJ C OBJECTS, D(TERI.L TO OR MOUNTED TO ME BUILDING. SHIELD BE BONDED TO THE EXTERIOR GROUND PoNC. USING /2 TINNED SOLID COPPER WIRE OICE RRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH /2 ANG BARE TANNED COPPER CONDUCTOR. PROVIDE EXOMERMIC WELDS AT BOM ME ICE BRIDGE LEG AND BURIED GROUND RING. DURING ALL DC POURER SYSTEM CHANGES INCLUDING DC SriTEhl CHANGE OUTS. RECTIFIER REPLACEIENTS O OR ADOIIONS. BREVD:R DISTRIBUTION CHANGES, 313111 AENTgNS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONNE TER SISTFHS R S1W.L BE REWIRED THAT SERWCE CONTRACTORS VERIFY ALL. DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM ME DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO ME CELL SITE (D TOWER TOP COLLECTOR BUSS BAR R TO BE MECHANCALLY BONDED TO PROPOSED ANTENNA MOUNT C011R. REFER TO DISH Wirolese LLC. GROUNDING NOTES. NO SCALE 1 3 d14W NW Ish Is PROPOSED 411211/4' TINED COPPER GROUND BD839LR LITTLETON, CO 80120 JA�w GPD GROUP, INC. 530 South Main Street, Suite 2531 Akron, OH44311 330.5723100 Foa330.572.2101 \ 1 w:m U-'. U;eoee �M .-r: 50926 rt IS A VACF TAW FOO MT PER5011, UNLESSUNLESSTREYEYMEE ACTING UNDER TIE pRFCRON A ENGINEER, OF A NTOALrE PROFESSIONAL DOCUMENT. TO ALTA THIS COCUMEM. DRAWN BY: CHECKED BY: PROVED BY AJM I MEN MRL e CONSTRUCTION I \ SUBMITTALS REV DATE DESCRIPTION A aryeryml ®m m Artim o 0/E1AAr21 uIvi Fm C09WFHIs 1 01/11 Iwt1m M mIWFJ11s EXISTING TOWER GROUND RING (FIELD VERIFY) A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. BOND ICE BRIDGE MNMSPOO157A 3017 161ST AVENUE NW }- SHEET TRUE SUPPORT AND NOTES / G-1 IB N GROUND RING NCA ) -- ---- / (TAF ALL POSTS) S) ---- I EXISTING MONOPOLE \. CAD -WELD SED E 1DOU THPOM. IXPOSm ECO E LONG TOR COMMIT SILICONE CAL If. V— — ' F - — — - �� — — • � HCl \ � _ _ � _ /' , BOND EQUIPMENT AS REQUIRED RY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO E 051ING TOWER GROUND RING (TOTAL 2) I TYPICAL EQUIPMENT GROUNDING PLAN I NO SCALE 1 1 1 • ••""••••' 'ND OAP SHOWN ME GENERIC AND HONG TO A SPECIFIC IFR MIS LAYOUT S FOR REFERENCE DISH Wiraleee NO SCALE 1 Z 0 EXOMERMIC CONNECTION •T TEST GROUND WITH ■ MECHANICAL CONNECTION /6 AM STRANDED a INSULATED GROUND BUS BAR — — — /2 AM SOLD COPPER TINNED OGROUND ROD A B1155 BM INSULATOR GROUNDING LEGEND I. GROUNDING IS SHOWN DVGPNIWTICNLY ONLY 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING Si BE IN COMPLANCE WITH NEC SECTION 250 AND DISH WirNess L.L.C. GROUNDING NAD BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFIGTDNS. 3. Al GROUND CONDUCTORS SILNL BE COPPER; W AWWNUM CONDUCTORS SHALL BE USED. GROUNDING KEY NOTES A EYTFNIOR GROUND RING /2 AND SOLD COPPER. BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR S INCHES BELOW THE FROST UNE AND APPRODWEELY 24 INCHES FROM THE DITETIKIR WALL OR FDOTING. OB TOWER GROUND RING : THE GROUND RING SYSTEM SHALL BE INSTAlID AROUND AN ANTENNA TONER'S LEGS. ANDION GUY AMHORS. WHERE SEPARATE S1'STF3MS NAVE BEEN PROJIDED FOR THE TONER AND AHE BUILDING, AT LEAST TWD BONDS SHALL. BE MADE BETWEEN ME TOWER RING GROUND SYSTEM AND THE BALDING RING GROUND SYSTEM LSINC MINIMUM /2 AM SOLD COPPER CWWCfOS. INTERIOR GROUND RING: /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR DEFENDED AROUND ME C PERIMETER OF ME EQUIPMENT AREA AL NON -TELECOMMUNICATIONS RELATED METALC OBJECTS FOUND WITHIN A SIZE SIWl BE GROUNDED TO ME INTERIM GROUND RING WTM /B AND STRANDED GREEN INSULATED CONDUCTOR. OGOND TO INTERIOR GROUND RING /2 AND SORA TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROWDED AT LEAST AT FOUR POINTS ON ME INIERM GROUND RING, LOCATED AT THE CORNERS OF ME BUILDING. OGROUND ROD: UL LISTED COPPER CVD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WfM INSPECTION SLEEVES. GROUND RODS SHIELD BE DRNEN TO ME DEPTH OF GROUND RING CONDUCTOR. CCNU REFERENCE GROUND BAR; PONT O' GROUND REFERENCE FOR ALL COMMUNICATONS EQUIPMENT F FRAMES. ALL BONDS ARE RUDE WITH /2 AND UMESS NOTED OTHERWISE STIAIDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) /2 SOLD TINNED COPPER CONDUCTORS. OwTDI PoATf GROUND BAR: BOND TO ME INTERIOR GROUND RING WITH TWO /2 AWG SIRWDED GREEN INSULATED COPPER CONDUCTOR. WHEN A HATCH -PLATE AND A CELL REFERENCE GROUND BAR ARE BOM PRESENT. ME CRCB MUST BE CONNECTED TO ME HATCH -RATE NAD TO THE INTERIOR GROUND RING USING (2) TTA) /2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. N FXIFRIRIR CAM F ENTRY PORT GROUND BARS LOCATED AT THE ENTRANCE TO ME CELL SITE BUILDING. BOND TO GROUND RING WITH A 12 AWG SOLID TINNED COPPER CONDUCTORS WUN AN EXOTHERMIC WELD AND INSPECIll SLEI Oi I= RROUtQ BAR BOND M BOTH CELL REFERENCE GROUND Bot OR EXTERIOR GROUND RNG. OPRIUME 5S NONED FROM MEME NGG PONTEOUIPIMTELECDMIEWMENT FRAMES SHALL BE ME GROUND BS THAT OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDMDIIAL METALLIC UNITS LOCATED WRIT ME NEA OF ME INTERIOR GROUND RING REWIRE A /B AM STRANDED GREEN INSULATED COPPER BOND TO ME INIFEl GROUND PoNC. OFENCE AND DATE GROUNI METAL FENCES WITHIN 7 FEE OF ME EXTERIOR GROUND RING OR OBJECTS BONDED TO ME EETERIOIt GROUND RNID SMALL. BE BONDED TO ME GROUND RING WITH A /2 AWG SHAD TANNED COPPER CONDUCTOR AT AN INTERNAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH CATE POST AND ACROSS GATE OPENINGS. O EETERDR UNIT BONDS: METNLBJ C OBJECTS, D(TERI.L TO OR MOUNTED TO ME BUILDING. SHIELD BE BONDED TO THE EXTERIOR GROUND PoNC. USING /2 TINNED SOLID COPPER WIRE OICE RRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH /2 ANG BARE TANNED COPPER CONDUCTOR. PROVIDE EXOMERMIC WELDS AT BOM ME ICE BRIDGE LEG AND BURIED GROUND RING. DURING ALL DC POURER SYSTEM CHANGES INCLUDING DC SriTEhl CHANGE OUTS. RECTIFIER REPLACEIENTS O OR ADOIIONS. BREVD:R DISTRIBUTION CHANGES, 313111 AENTgNS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONNE TER SISTFHS R S1W.L BE REWIRED THAT SERWCE CONTRACTORS VERIFY ALL. DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM ME DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO ME CELL SITE (D TOWER TOP COLLECTOR BUSS BAR R TO BE MECHANCALLY BONDED TO PROPOSED ANTENNA MOUNT C011R. REFER TO DISH Wirolese LLC. GROUNDING NOTES. NO SCALE 1 3 d14W NW Ish Is 5701 SOUTH SAMA FE DRIVE LITTLETON, CO 80120 JA�w GPD GROUP, INC. 530 South Main Street, Suite 2531 Akron, OH44311 330.5723100 Foa330.572.2101 w:m U-'. U;eoee �M .-r: 50926 rt IS A VACF TAW FOO MT PER5011, UNLESSUNLESSTREYEYMEE ACTING UNDER TIE pRFCRON A ENGINEER, OF A NTOALrE PROFESSIONAL DOCUMENT. TO ALTA THIS COCUMEM. DRAWN BY: CHECKED BY: PROVED BY AJM I MEN MRL REDS REV j: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A aryeryml ®m m Artim o 0/E1AAr21 uIvi Fm C09WFHIs 1 01/11 Iwt1m M mIWFJ11s A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORWTION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TRUE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 _� PROPOSED GPS UNIT PROPOSED 200AMP METER SOCKET l r NOTES EQUIPMENT CABINET dImED MR CLARITY PROPOSED PIPE COLUMN RESERVED SPACE FIBER MID, IF REWIRED PROPOSED /2 AWG TIE INTO GROUND RING (TYP) PROPOSED PLATFORM PROPOSED GPS NOTES CABLE GROUNDING BQI REOUED WHw ANIEMIA E LESS THAN 10' FROM CABINET POST PPE CLAMPS NIN' COAT( GING B' u ` MINIMUM BENDING RAOIUS PER CABLE MARUFACTURFT75 + SPECIFICATIONS jrm GROUND TYPICAL GPS UNIT GROUNDING NO Sr 2 /2 TINNED SOLD IN 1/2• MIN. LIQUID e bEgog e 5701 SOUTH SAMA FE DRIVE TIGHT CONDUIT FROM 24• BELOW GRADEGROUND1. so X11 POSED DISHEI MOM LLQLO FORMER TECTI GABINIT CABIIEf I I TERMINATION PONT. EKPOSED END OF T 330.572.2100 Fae330s72.2101 THE LIQUID WANT CONDUIT MUST BE I BOND EQUIPENT \ \ SEALED WITH SII2CONE CAM(P) GROUND \G1 yL---U R IS A WO ATKKI OF LAW FOR ANY PERSON, II II G ,I GmoDMID \ ELECTRODE S`rs ) 1 PROPOSED GROUND RING S DRAWN BY: 00 00 PROVED BY: \\ BASEco1aAEG DN 1 4\ 4" ` --PROPOSED I , 2 CROON GROUND RING H -FRAME GROUNDING DETAIL NO SCALE A 0100%2011 -- MI IWYO I PROPOSED I/ 3 DISH WlraNw I 1) LLC. SAFEr' SWITCH /2 TINNED SOLID IN 1/2' MIN. LIQUID l INnL IF REWIRED Bf 1 All II LOCAL �,lx I I I II 1 II COMPAm ! II TO WITHIN 3• TO 8' OF CAD -WELD SHEET TITLE 1'-0' TERMINATION POUR. EXPOSED, III III III ME LIQUID LIGHT ONE CA MUST BE �/ ST E SEALED WIN SILICONE CNRI(. FNEIED GRADE INCLUDE WARNING TME WIN TIL____( Jl� NOTES EQUIPMENT CABINET dImED MR CLARITY PROPOSED PIPE COLUMN RESERVED SPACE FIBER MID, IF REWIRED PROPOSED /2 AWG TIE INTO GROUND RING (TYP) PROPOSED PLATFORM PROPOSED GPS NOTES CABLE GROUNDING BQI REOUED WHw ANIEMIA E LESS THAN 10' FROM CABINET POST PPE CLAMPS NIN' COAT( GING B' u ` MINIMUM BENDING RAOIUS PER CABLE MARUFACTURFT75 + SPECIFICATIONS jrm GROUND TYPICAL GPS UNIT GROUNDING NO Sr 2 /2 TINNED SOLD IN 1/2• MIN. LIQUID e bEgog e 5701 SOUTH SAMA FE DRIVE TIGHT CONDUIT FROM 24• BELOW GRADEGROUND1. so X11 AAO�w TO WITHIN T TO B• OF CAD -WELD �N WES DVt O O O N 520 South Main Street, Suite 3531 TERMINATION PONT. EKPOSED END OF T 330.572.2100 Fae330s72.2101 THE LIQUID WANT CONDUIT MUST BE I BOND EQUIPENT \ \ SEALED WITH SII2CONE CAM(P) GROUND \G1 yL---U R IS A WO ATKKI OF LAW FOR ANY PERSON, II II G ,I GmoDMID \ ELECTRODE S`rs ) 1 PROPOSED GROUND RING S DRAWN BY: 00 00 PROVED BY: \\ BASEco1aAEG DN 1 4\ 4" ` --PROPOSED CONSTRUCTION 2 CROON GROUND RING H -FRAME GROUNDING DETAIL NO SCALE A 0100%2011 -- MI IWYO OUTDOOR CABINET GROUNDING NO scuE 3 12• DM x24 DEEP /2 TINNED SOLID IN 1/2' MIN. LIQUID INSPECTION SLEEVE PVC CAP DISH Wireless L.L.C. TIGHT CW WR FROM 24' BELOW GRACE PPE 3 OR EQUNAAlENT 3017 161ST AVENUE NW TO WITHIN 3• TO 8' OF CAD -WELD SHEET TITLE 1'-0' TERMINATION POUR. EXPOSED, G-2 ME LIQUID LIGHT ONE CA MUST BE �/ ST E SEALED WIN SILICONE CNRI(. FNEIED GRADE INCLUDE WARNING TME WIN BACKFILL PER SPEdFMATIONS pfIDE �;�.II °0A)T ��/�\/� / //�/////i✓�i/ p pm Y E%OGHERMIC CONNECTIONO �2Ix, 3 4 CRUSHED STONE OR of \� �• / f\\ ESLLAL FlLL TEST WELL TO IRWIN 2' OF TOP OF GROUNDING LOOP CONDUCTOR 1OLIDBKTIUC R GROUND RING./2 AW vIDwE1 (1P) GROUND RING PER HDUCTUR /2 AG SOLID TINm TE INTO ENETI GROUND RING u COPPER CONDUCTOR E1IIERIOR GROUND RING GROUND RDD, 1/2' MIN. 8'-0' STE LVDD COPPER LD F1 - (ERICO /825880) TRANSITIONING GROUND DETAIL Ni Q TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO scut 5 TYPICAL GROUND RING TRENCH NO SCALE 6 DEH Wirolsea LLC. TEMPIATE VERSION 35 - 07/23/2D21 dash - 5701 SOUTH SAMA FE DRIVE LITILEFON, CO 80120 AAO�w GPD GROUP, INC 520 South Main Street, Suite 3531 Akron, OH 44311 330.572.2100 Fae330s72.2101 waoneae ^ STEVENRSCHAUUe onro> 1a202u-.1N.1-.50126 R IS A WO ATKKI OF LAW FOR ANY PERSON, UN E55 THEY TAE ACLNG UNDER WE DIRECIION OF A BCFNSFD PRCfE5510NLL ENGINEER, TO K7ER TIIS COCUMFM. DRAWN BY: CHECKED BY: PROVED BY: AJAR AJAR MRL RFDS REV R: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0100%2011 -- MI IWYO o an+/am+ 14Qum Pu m1.n1rs 1 Oi/t0/AIS INGID 1411 NYFIIR ABE PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 DaERIYL CLOSED BARREL FOR Al BUCK NEAT CONDUCTOR INSULATION TO DIURNAL. INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO 1. IXOTIERMIO WEED (2) TWO, /2 AWG BARE TINNED SOLA COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO -HOLE SHRINK W SUIT UP AGAINST THE TOOTHED BARREL, REWIRED FOR SH III LIT, III FIGURE CONDUCTORS TO BURIED GROUND RING AND PROAOE PARALLEL EKOMERNIC CONNECTORS RATED CONNECTOR BARREL AL1 CONNECTORS TWO -HOLE CONNECTOR CONNECTOR BIRREL THE WELD. CONNECNRS 3/8' DEA Rl 1/2' 3/8' DA Rt 1/2' 2. ALL EICIERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/B' DIAMETER OR LARGER. ALL IWROWARE 18-8 STAINLESS STEEL INCWOING LACK WASHERS, CWT ALL SURFACES WOH AN ANTI -OXIDANT COMPOUND BEFORE YAl1NC. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEME ONLY: COAT ALL SURFACES WITH AN NRI -OXIDANT COMPOUND BEFORE WING. S/S LOCK S/S LOCK WASHER WASHER 4. DO NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONWCIOR --- ------- DDM) TO GROUNDING BUS. 5/B flff, FLAT 5. NUT R WASHER Stall BE PLACED ON THE FRONT 510E OF THE GROUND BAR RIND BOLTED ON WASHERER W THE KICK SIDE---- ---------- TINNED COPPER TINNED COPPER e. ALL GROUNDING PARIS AND EQUIPMENT TO BE SUPPUED AND INSTALLED BY CONTRACTOR. S/S FLAT GROUNDING BM S/S FLAT GROUNDING BAR ---- 7. THE CONTRACTOR SW11 BE RESPONSIBLE FOR INSTALNG ADDITIONAL GROUND BAR AS WASHER 1 WASHER J��f 1 REQUIRED. ---------- --- ------- 8. ENSURE THE WIRE INSUINI[NN TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINEILS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/18' MINIMUM SPACING 1/18' MWIMUM SPACING TYPICAL GROUNDING NOTES RD scuE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG No scALE 3 NOTE MINI OF 3 THREADS S/S BOLT (TAP) To BE NSIBIE (TAP) S/S SPLR WASHER (IAP) S/S MT WASHER (TAP) 2 HOLE LONG BARREL TINNED BARD COPPER LUG (TAP) S/S MT WASHER (TAP) TN COATED SOLIDI COPPER' BAR S/S NUT (TTP) CHERRY INSULATOR INSTAL ED IF REWIRED LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 NOT USED No SCALE 7 NOT USED No sn1E $ NOT USED NO SCALE 9 flRll Rll W I 1 G TFM0.ITE VEImWN Y- 07/21/2021 40 .1wsh d 0 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 jfio�w GPD GROUP, INC.` "11-1h Nmol 511-1, S11 2511 Ak—, OH 4431' 3305)2.2100 Fax 330.5]2216' ..n+ STEVEN P. SCHAUB v. _ .—„-.- SN26 T Is A VgUnoN OF AW FOR ANY PERSON, UNLESS THEY ME MING UNDER THE DIREOTON OF A LICENSED PROFESSIONAL ENGINEER. TO RTER MIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: AJM PJM MRL REDS REV X: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A N/Iel III WM ROI 0 0/21/]Oi11 WORD POI MIYNS 1 O1/,Ql EVMTEO PER OMYIIR A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 LOW SANDS (1471+1426) An OPTIONAL - (N29) (N66+N]0+H-BLOCK) lw OF.WCE PURRS CBRB TECH NEGATIVE SLAM PORE (3 GHz) ON ANT/RRH YELLOW WHffE ALPHA SECTOR BETA SECTOR GWLRA SECTOR RED BLUE GREEN COLOR IDENTIFIER NO SCALE 2 NOT USED NO SCALE 3 RF CABLE COLOR CODES NO SCALE 1 NOT USED Ia sGVE d RF JUMPER COLOR CODING 3/+' TAPE WIOOIS WI1H 3/+' SPACING ALPHA AWI BETA flMl CARWA RMI PONT 1 PORE 2 PORE ] PORN 4 i PORE 2 PORE ] PORT 4i PORE Z PORESLOW—bW0 RRH —+SINI— sUM— SIN! + SVNT(BOOMHz N]1 BASEBAND)(650MHz N28 BIND) +(]OOMMz N29 BAND) —OPTIONAL PER MARKET OFDflFDRED BLUEBWE RUECREEK GREIORORMIGEREORED ORANGE BLUE BLUE ONAVGE GREEN GPEEN ADO FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) OPANGE ORANGE ORANGE ORANGE ORANGE ORANGE RED REO REO RED &ALE BLUE BWE BWE GPEIII QEBR 4NEN GHF.BR MID—HAND RRH — (AWS BANGS N66+N]0) PURRS wRRE RED Rm wRRE wRRE BWE BLUE PWRE P1IRPLF CRFII! GREEN _ wRR£ wpPLE _ PUflR£ wRPI£ _ wflPlE PUflRE PDD FREQUENCY COLOR TO SECTOR BANG (CBRS WILL USE YELLOW BANDS) HYBRID/DISCREET CARIES EYAYPLE , IXAYRE 2 EYMIRE J RFD RED flFD INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BWE ALONG WITH FREQUENCY BANDS GREEN GREEN QPM'GE ENAMPLE i - HYBRID, OR DISCREET, SUPPORTS pUppLL ALL SECTORS, BOTH LOW -BANDS AND MIO -BANDS IXLWCE IElLOW EXAMPLE 2 - HYBRID. OR DISCREET, SUPPORTS PURPLE CBRS ONLY, ALL SECTORS FIBER JUMPERS RI RRHt LOW BAND RRH MGN RANO NM LQM 8M10 RRH MGN BAND RRN LOW BVD NW NICU BRIMI RMI LOW -BAND RRH FIBER GABLES HAVE SECTOR STRIPE ONLY RW RED BWE RLE GIEIII GRFIII PURPLE wRRE PURRS POWER CARDS TO RRLN WM BAND RR.1 Hlgi 6VIo RRH WW BVIo RRH HIGH 6VIo RRH LOW BM10 RRH HH.YI BAND RRH LOW-RANO RRH POWER CABLES HAVE SECTOR STRIPE ONLY RW RW BLUE OWE CREEK CREEK wRPL£ PURPLE PURPLE RET MOTORS AT ANTENNAS uR,ENru I ,vnww. I ANTENNA I AVTE14IA , ANTENNA , ANTENNA , LOW BAND/ HIGH BAND/ LOW SAND/ HKi1 BAND/ LOM BVD/ HIGH BAND/ 1N' 'IN' 'W' 1N' 7H' 1H' RW RED BLUE BWE CRF]]! GREEN wIPLE PURPLE PURPLE MICROWAVE RADIO LINKS fnaRWro ,�� OF o-,zo oLr.TaEs Foflwum A21MU111 OF ,zo-2Aa oEDIW£5 FORWARD A7MIIH of 2Ao-]eo DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PIlIMY .9EDR4Y!! PIlVPI 9EORDVRf PIlYNY SECONDARY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDRIONAL sEOOfl COLOR BA1405 FOR EACH ADDIDOHPL MW RADIO. WHILE WNIIE WHfTE WHITE WNIIE WHILE MICROWAVE CABLES WILL REQUIRE P -TOUCH RFD Rm RLE RILE Gam! GREIIR LABELS INSIDE THE CABINET TO IDENTIFY THE WHRE WHILE WHILE '/MOR WHRE WHILE LOCPL AND REMOTE SITE ID'S RED BWE � WHILE WNIIE WHRE dish 5701 SOUTH SANTA FE DRIVE L1T11ETON, CO 80120 G�' R 6 A NgA11gl Ci UW FOR NH PFA90N, uN1E55 TIEY LAE IGRM UNDID! THE gREC11011 Of A LCFNSFD PROFFSSIOML DROYMA. TO AllEx TMs om.YRRr. DRAWN BY: CHECKED BY: PROVED 6v AIM AIM MRL REDS REV �: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIP110N AMV=s WWF IDI WAW! 0 OA/fl/YI uMm RI �A 1 q/IA/Yl I/MWi 9 OIRMI A&E OIR1 WI L.L.C. TEMPLATE vET190F1 3! — 07/2.1/10I7 PROJECT NUMBER 2021724.75.878465.02 DSM Wirelem LLC. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEEP TITLE RF CABLE COLOR CODES SHEET NUMBER RF -1 LOW SANDS (1471+1426) An OPTIONAL - (N29) (N66+N]0+H-BLOCK) lw OF.WCE PURRS CBRB TECH NEGATIVE SLAM PORE (3 GHz) ON ANT/RRH YELLOW WHffE ALPHA SECTOR BETA SECTOR GWLRA SECTOR RED BLUE GREEN COLOR IDENTIFIER NO SCALE 2 NOT USED NO SCALE 3 RF CABLE COLOR CODES NO SCALE 1 NOT USED Ia sGVE d RF JUMPER COLOR CODING 3/+' TAPE WIOOIS WI1H 3/+' SPACING ALPHA AWI BETA flMl CARWA RMI PONT 1 PORE 2 PORE ] PORN 4 i PORE 2 PORE ] PORT 4i PORE Z PORESLOW—bW0 RRH —+SINI— sUM— SIN! + SVNT(BOOMHz N]1 BASEBAND)(650MHz N28 BIND) +(]OOMMz N29 BAND) —OPTIONAL PER MARKET OFDflFDRED BLUEBWE RUECREEK GREIORORMIGEREORED ORANGE BLUE BLUE ONAVGE GREEN GPEEN ADO FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) OPANGE ORANGE ORANGE ORANGE ORANGE ORANGE RED REO REO RED &ALE BLUE BWE BWE GPEIII QEBR 4NEN GHF.BR MID—HAND RRH — (AWS BANGS N66+N]0) PURRS wRRE RED Rm wRRE wRRE BWE BLUE PWRE P1IRPLF CRFII! GREEN _ wRR£ wpPLE _ PUflR£ wRPI£ _ wflPlE PUflRE PDD FREQUENCY COLOR TO SECTOR BANG (CBRS WILL USE YELLOW BANDS) HYBRID/DISCREET CARIES EYAYPLE , IXAYRE 2 EYMIRE J RFD RED flFD INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BWE ALONG WITH FREQUENCY BANDS GREEN GREEN QPM'GE ENAMPLE i - HYBRID, OR DISCREET, SUPPORTS pUppLL ALL SECTORS, BOTH LOW -BANDS AND MIO -BANDS IXLWCE IElLOW EXAMPLE 2 - HYBRID. OR DISCREET, SUPPORTS PURPLE CBRS ONLY, ALL SECTORS FIBER JUMPERS RI RRHt LOW BAND RRH MGN RANO NM LQM 8M10 RRH MGN BAND RRN LOW BVD NW NICU BRIMI RMI LOW -BAND RRH FIBER GABLES HAVE SECTOR STRIPE ONLY RW RED BWE RLE GIEIII GRFIII PURPLE wRRE PURRS POWER CARDS TO RRLN WM BAND RR.1 Hlgi 6VIo RRH WW BVIo RRH HIGH 6VIo RRH LOW BM10 RRH HH.YI BAND RRH LOW-RANO RRH POWER CABLES HAVE SECTOR STRIPE ONLY RW RW BLUE OWE CREEK CREEK wRPL£ PURPLE PURPLE RET MOTORS AT ANTENNAS uR,ENru I ,vnww. I ANTENNA I AVTE14IA , ANTENNA , ANTENNA , LOW BAND/ HIGH BAND/ LOW SAND/ HKi1 BAND/ LOM BVD/ HIGH BAND/ 1N' 'IN' 'W' 1N' 7H' 1H' RW RED BLUE BWE CRF]]! GREEN wIPLE PURPLE PURPLE MICROWAVE RADIO LINKS fnaRWro ,�� OF o-,zo oLr.TaEs Foflwum A21MU111 OF ,zo-2Aa oEDIW£5 FORWARD A7MIIH of 2Ao-]eo DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PIlIMY .9EDR4Y!! PIlVPI 9EORDVRf PIlYNY SECONDARY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDRIONAL sEOOfl COLOR BA1405 FOR EACH ADDIDOHPL MW RADIO. WHILE WNIIE WHfTE WHITE WNIIE WHILE MICROWAVE CABLES WILL REQUIRE P -TOUCH RFD Rm RLE RILE Gam! GREIIR LABELS INSIDE THE CABINET TO IDENTIFY THE WHRE WHILE WHILE '/MOR WHRE WHILE LOCPL AND REMOTE SITE ID'S RED BWE � WHILE WNIIE WHRE dish 5701 SOUTH SANTA FE DRIVE L1T11ETON, CO 80120 G�' R 6 A NgA11gl Ci UW FOR NH PFA90N, uN1E55 TIEY LAE IGRM UNDID! THE gREC11011 Of A LCFNSFD PROFFSSIOML DROYMA. TO AllEx TMs om.YRRr. DRAWN BY: CHECKED BY: PROVED 6v AIM AIM MRL REDS REV �: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIP110N AMV=s WWF IDI WAW! 0 OA/fl/YI uMm RI �A 1 q/IA/Yl I/MWi 9 OIRMI A&E OIR1 WI L.L.C. TEMPLATE vET190F1 3! — 07/2.1/10I7 OKONHERMIO CONNECTION 5701 SOUTH SANTA FE DRIVE 0 Amomw A7 ANCHOR BOLT IN NCH wan,K m.n'nDTm�m�. x..x,. 5IA99 IT IS A V OUI OF UW FOR MT PERSON, UNLESS TIEY ME ALTNG TINDER THE DIRECTION ABV ABOVE INT INTERIOR MECHANICAL CONNECTION AIM ■ MRL AC ALTERNATING CURRENT LB(S) POUNDS) BUSS BAR INSULATOR A 011/1!/YYH IMIUM RW RFRW ♦ 1 o1/,o/Au Ieuan, RU colrms ADDL. ABDRIOIU'L LF LINEAR FEET CHEMICAL EIECTROLYTIO GROUNDING SYSTEMe 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION AFF ABOVE FINISHED FLOOR LTE LANG TERM EVOLUTION LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 ACS ABOVE FINISHED GRADE MAi MWNRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM Or AX ABOVE GROUND LEVEL MAX MAOOMUM EXOINFRMIC W'TIN INSPECTION SLEEVE 0 AC AMPERAGE NTARUPIKNI CAPACITY MB MACHINE BOLT GROUNDING BAR ALUM ALUMINUM MECH MECFMNICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD IF -W AT ANTFHMA LMGB MAsrER cRaNO BAR TEST GROUND ROD WITH NSPECIION SLEEVE II -■T APPRO% APPROMMATE MIN MINIMUM ARCH ARCHITECTURAL YISC MISCELLANEOUS SINGLE POLE SWITCH yy y, ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWS AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWTCH DUPLEX RECEPTACLE BATT BATTED' MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFIX RECEPTACLE BLX BLOCK NY NEWTON METERS BUIIG BLOCKING NO. NUMBER RUDRESCENT uctinw PIXNRE (2) TWO AMPS 411-1B f ---1 I F I BIA RE'W I NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SMOKE DETECTION (OC)SD BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSTIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERCENNCI' LNSHIINC (DC) GANT CANIILEVEIiED OPNC OPENING CNG CHAiGNC PIC PRECAST CONCRETE SECURITY LAIR W/PHOTOCELL LTHONA ASM O SCS PERSONAL COMMUNICATION SENMCES lEo-1-2SM00/51 N-SRA-120-PE-DDBIXD CUR CLEAR PRIMARY CONTROL UNIT CHAIN LINK FENCE z z z I COL COLUMNPCU PRC PRIMARY RADIO CABINET COMM COMMON NON FENCE �. O o o O O CONC CONCRETE PP POLARIZING PRESERVING PSI POUNDS PER SQUARE FOOT WALL STRUCTUREPSI CONSIR CONSTRUCTION POUNDS PER SQUARE MCN LEASE AREA — — — — — — — — — — — — — 06L DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT UWR CABINETPROPERTY UNE (PL) -- DEPT DEPARMENT - _____ OF DOUGLAS FIR CITY RAD QUANTITYSETBACKS FRDNS DIAMETER ICE BRIDGE O�AG RECT RECTIFIER �i��• REF REFERENCE ABLE TRAY /;�. DIN DIMENSION RBNF REINFORCEMENT WATER LINE — W W W W W— 0'AO DRAWING REDID REQUIRED VAR. DONEE UNDERGROUND POWER — UCP — LIGP — LOP LA ETCH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO UGT — LOOT — IICT — MIGf — UGi — EC ElEC1itlCA1 CONDUCTOR IF RATIO FREQUENCY RMC RIGID METALLIC CONDUIT GJERHE� ate( —ate EL. ELEVATION E [ELECTRICAL. RRH REMOTE RADIO HEAD OVERHEAD 1F1A0 —NIST DSR dROm— MIT BR fLECnmC&.TTM'AL METALLIC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TIICO/PO'WFR — UGI — UGT/P — UGT/P — UGT/P ENG ENGINEER RMT RACEWAY EO EOWL SON SCHEDULE ABOVE GROUND POWER— AGP —PAP —IDP —NCP —AAP SIT SHEET EXP EX ABOVE GROUND TELCO — AGT — AGf —AVT — AAf — 1Gf EXT EXTERIOR EXTERIORTWIt SIAD SMART INTEGRATED ACCESS DEVICE ABOVE GROUND TELCO/POWER — ACT/P — AGT/P — AGT/P — AGT/P EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION WORKPOINT W.P. SD SQUARE FF FINISH FLOOR FG FINISH GRADE SS S STEELSIE SECTION REFERENCE SIO STANDARD FF FACILITY INTERFACE FRAME PIN PINISTII SR STEEL TEMP TEMPORARY FLIT BOOR THK THICKNESS DETAIL REFERENCE %-% e PDN FOUNDATION TLA TOWER MOUNTED AMPLIFIER FOC FADE OF CONCRETE TN TOE NAL FOM FACE OF MISEl TOA TDP OF ANTENNA FOS FACE OF SND TOC TOP OF CURB FOW FACE OF WALL TOP TOP FOLINMTION FS FINISH SURFACE FT FOOT TOP TOP OF PLATE (PARAPET) FTG FOOTING TOS TOP OF STEEL CA GAi TOW TOP OF WALL GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER lYP TYPICAL GLB GUIDE UJMINATED BEAM UG UNDERGROUND GLV GALVANIZED U UNOERMRDERS LABORATORY GPS GRPOSITIONING SYSTEM LINO UNLESS NOTED OTHERWISE CIO GROUND LATS UNIVERSAL MOBIIF TEUECOYYVNICAIIONS STSTLI GSM GLOBAL SSNEM POR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG NET DIPPED GALVANIZED NF VERIFIED IN FIELD HDR HEADER W WIDE FIGR HANGER W/ WITH FRAC NFAT/VENRLATION/AR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF IOR INTERIOR GROUND RING WT WFIGIR LEGEND SUGuiS YFRI W — m/Ol/Jro, ABBREVIATIONS dish 5701 SOUTH SANTA FE DRIVE LITTLEUON, CO 80120 Amomw GPD GROUP, INC n S,ree T. 1 11USu $ou1M1 MSI IeIiS Ak-or, Ol l SSO.S RWax.2"E2305J2210.1 2101 wan,K m.n'nDTm�m�. x..x,. 5IA99 IT IS A V OUI OF UW FOR MT PERSON, UNLESS TIEY ME ALTNG TINDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO MER THIS DOCDNwr DRAWN BY: CHECKED BY:APPROVED BY: AIM NM MRL RFD$ REV w: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 011/1!/YYH IMIUM RW RFRW 0 0/21/m, wmm FOI KaIIo11F 1 o1/,o/Au Ieuan, RU colrms A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 SITE ACTIVITY REQUIREMENTS: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless LLC. AND TOWER OWNER NOC B THE DISH Wireless LLC. AND TOWER OWNER CONSTRUCTION MANAGER. 2. 'LOOK UP' - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE ANY COMPROMISED SAFETY CUMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wirobss LLC. AND DISH Wireless LLC. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CUMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PIANS, RIGGING PLANS, CUMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE AIO.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wiroleea LLC. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUGTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wheless LLC. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless LLC. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 'STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SWILL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. e. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMBED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC. AND TOWER OWNER, AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless LLC. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. N IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THEM S EAN OR METHODS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHA.L PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROTECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF R IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPUCABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNERS DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. d ash 5701 SOUTH SANTA FE DRIVE LITTLEDN, CO 80120 AAO�w GPD GROUP, INC. 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 For 330.572.2101 •neuem"ne,{m,ekF0VNE0.Vi St em a,,.a.:�ozozz„a,....ma, s1ePa R IS A NOIAPON OF . FOR . PERSON, UMF55 THEY TAE A W UNDER THE DIRECTION OF A IMENSED PROFESSINI ENCNEER, ro ATA THIS DODUMENT. DRAWN BY: CHECKED 7FPROu1ED BY: PJM AJM MRL REDS REV --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 0A v=1 pglm FOIE RAY 0 osA3/amt Imam wI cDIAeNIIe 1 M/Iq,]N3 IeMY PG COYdIS A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.L.C. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 CONCRETE. FOUNDATIONS, AND REINFORCING STEEL- 1. TEEL1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, A5IM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 Tom• 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 pal AT 28 DAYS, UNLESS NOTED OTHERWISE NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE—THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER—TO—CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS 'B' TENSION SPLICES, UNLESS NOTED OTHERWISE ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 kill /5 BARS AND LARGER 60 kai 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' • CONCRETE EXPOSED TO EARTH OR WEATHER: • /8 BARS AND LARGER 2- • /5 BARS AND SMALLER 1-1/2- • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4' • BEAMS AND COLUMNS 1-1/2' 7. A TOOLED EDGE OR A 3/4• CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. VSH Wireleae LLC. TEMPUTE VERSION 36 — dash 5701 SOUTH SAMA FE DRIVE LITTLETON. CO 80120 Ad& GPD GROUP, INC. 520 South MOT Street, Suite 2531 AkronOH 00311 330.572.2100 F-336 .5722101 M+w w+n. e. nx m.. aw —R• � o F s ,� �� C - a.b. GNEPL SOIFRv :..:.. --i.: Sl.se IT IS A MOUTON OF uW FOR ANY PERSON, UNLESS 7REY ME ALTNG UNDER THE DIRECTION OF A LICENSED PROFESSIONUL ENGINEER, M &TER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: AIM AJM MRL RMS REV 6: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE I DESCRIPTION A 0!/1!/1021 ® M R 0 001 VM1lD PER WYF105 t 000/rm2 IAuem Fm carnes ARE PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.LC. PROJECT INFORMATION MNMSPOO157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 16 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALT. BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR URGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. e. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL META UC OBJECTS WITHIN 6 R OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND UGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (Le.. NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLD TINNED COPPER IN 3/4' NON-METALLIC, FLEXIBLE CONDUIT FROM 24' BELOW GRADE TO WITHIN 3' TO 6' OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SIUCONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. ELECTRICAL INSTALLATION NOTES' 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPUCABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE EUMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACTY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. B. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THAI, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THIN, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SDOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (114 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SIW1 BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/909 AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECIATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PJC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PIASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wirele9s LLC. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 20. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wiroless LLC.' 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED d 0 as--yh w,� ■�. 5701 SOUTH SANTA FE DRIVE UTTLETON, CO 80120 jod�w GPD GROUP, INC. 520 Soo1M1 Main Sheet, Suite 2531 Akron, OH 06311 330.572.2100 Fox 330.572.2101 a �Jry ,ry nnwmom: STEVEN P.SCHAOB m�.oc10 2n22m,... x..e., 50126 l rt M A MMAIRIN U UY/ FOR ANY PERSON, UNl THEY ARE ACONO LEWDER TIRE DIREC N a A ucENSED PNaisSlpNu ENCANEER, TO AFTER TNrs D MENI. DRAWN BY: CHECKED BY: PROVED BY: AJAR I AJAR I MRL RFDS REV j: - CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A se/1Vx21 i e HssHHm wrely 0 ee/31/10e1 Hcorzn u1sIOIR 1 a/TOANaz HRMTm Pm ca1ee1114 A&E PROJECT NUMBER 2021724.75.878465.02 DISH Wireless L.LC. PROJECT INFORNATION MNMSP00157A 3017 161ST AVENUE NW ANDOVER, MN 55304 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -4 CSA1rr ....... S LINE OF THE N 2106.01 FEET 1 �� TOWER SITE I 1 LITY &T N Inn+ntiE m 11111 Tfry I1gI Tu>CA. OWNER INFO: OWNER: WALTER A. JOHNSON TAX PARCEL ID •: 16-32-24-23-0002 ZONING: Per city of Andover zoning map, property is zoned Industrial. FLOOD NOTE: This property is located in Zone "C" of Flood Insurance Rate Map, Community Panel No. 270689 0010 8, whch is an area of "minimal flooding'. TOWER LOCATION: The center of the taver is 189.4' +/- from the north line of the parent pared and 185.9' +/- from the east line of the parent pa¢el. 0 100 200 GRAPHIC SCALE IN FEET • DENOTES MONUMENT FOUND (AS NOTED) O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET WITH PLASTIC PLUG INSCRIBED WITH "43809" W LINE OF THE E 461 ....... S LINE OF THE N 2106.01 FEET 1 �� PARENT PARCEL I 1 LITY &T 5.03 B OF THE SWI14 OF THE NWI/4 `� 1 FEET OF THE SWI/4 0.11 ` TOWER COMPOUND OF SEC. 16, T32, R24. 0.05 O OF THE NWI/4 OF 7,765 �!+\ SEC. 16, T32, R24: ......... l AV ry 15.06 m m IIT IRON 519°33'10"E 33.73 r� to 1<1 ...15.66 n e ..__._............. _.........__....... :,. PARENT PARCEL..::::: _....i 50°56'33'E 77.02-- '... i -._--- N LINE OF ANOKA z (J% :' TOWER EASEMENT... N89°037'334" El<.TOWER ._.. .. ../+ w., �)v RIGHT OF WAY LINE 1.4 1 CO. HWY. ROW �..............._.....1.230.1 ......... _._.._..... n I o - J TOWER S`I o ... PARC 1 C I;1, � © ° PARCEL L N ... E UNE OF THE A _ z ••. 188.29 �•••.•• SWI/4 OF THE %�� \( P.O.B. OF ACCESS& . ....._....._ .............._....._...... NWl/40F SEC. 16, �_ _ ♦ UTILITY EASEMENT.......,. : ....+_ 7 f 569°3739"W 160.92 T32, R24. -J f I i S89°37'34"W "" X510502226"E RIGHT OF WAY MONUMENT 70.00 ! 1 ! 139.76 _. W LINE OF THE E 461 A PARENT PARCEL I 1 LITY &T 5.03 B TOWER EASEMENT FEET OF THE SWI/4 0.11 ` TOWER COMPOUND 2,314 0.05 O OF THE NWI/4 OF 7,765 Di EASEMENACCESS t 1 1 SEC. 16, T32, R24: ......... l AV ry 15.06 m m 519°33'10"E 33.73 to ...15.66 n 50°56'33'E 77.02-- '... i -._--- N LINE OF ANOKA z �)v RIGHT OF WAY LINE 1.4 1 CO. HWY. ROW 15.00 I I;1, PLAT NO. 20 _ •-- SE CORNEE gLTI}E, 1/2" IRON W/CAP f SWl/40F THE RIGHT OF WAY MONUMENT ✓!18420 NW114 OF SEC. 16, a1.In1/a nl\ Lunt F�111. al A'rqn7•— p/vli/ Pi. 8011 T32, R24(P.O.C. OF nlvV rs vV. C.nl nV. �V TOWER PARCEL& )— — — — — — — _ iCCeL`ESTMEMENT). C— AHF%L—LL— F�I\2f Il11P \,V VIYI 1 .iT/1TG mIU 1' \V. LV AREA SQUARE FEET ACRE A PARENT PARCEL 219,185 5.03 B TOWER EASEMENT 4,900 0.11 C TOWER COMPOUND 2,314 0.05 O ACCESS AND LJTILTT! EASEMENT 7,765 0.18 LEGEND P.oe. :POINT OF BEGINNING. P.O.C. :POINT OF COMMENCEMENT. -- O O :6 FOOT CHAIN LINK FENCE. IN SECTION 16, TOWNSHIP 32 NORTH, RANGE 24 WEST BUN:878465 ADDRESS: 3017 161ST AVENUE NW ANDOVER, MN. 55304 ANOKA COUNTY GE4LINE I SURVEYING, INC. 1J4o Nw IOa8,050 Fa SUAeP Pla Ie-_: •... olfiu p8 61 918-0500 Fax (3ee a635neo NNY.'GEOfINE/NC COM S6 Cloud 7— zoo street sam sant oa,d M, %!w3' hmeAW . 6251<5'ii Fa. 35251fi;5. StOdK WtlaPdwnnstM[acw 1115s3IEvC t`M PWFEBJT ASa XY 9RVFF - TIE PxVEFJ PfHCEL. SURVEYOR'S CERTIFICATION YI>R`FFr TOCPwNCx6n ananPFII , TIRf NL PM mn " .A / a-nv Ulok 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners FROM: Joe Janish, Community Development Director SUBJECT: Discuss Preliminary Plat Process — Planning/Engineering DATE: February 22, 2022 ACTION REQUESTED Consider discussion related to Preliminary Plat Process. UPDATE Planning would like to discuss with the Planning Commission on how the Preliminary Plat process has evolved over time and the challenges that the process presents on getting plan reviews completed in a timely and effective manner to meet the City's and Developer's needs. There is language included within the City Code that determines if an application for Preliminary Plat is considered complete. The submittal is considered incomplete if all items identified on the Preliminary Plat Checklist have not been met. 11-2-2: PRELIMINARY PLAT: 3. Required Data: Preliminary plat applications shall not be considered complete until the requirements listed on the Preliminary Plat Checklist have been met. The Preliminary Plat Checklist is on file with the City. (Amended 9/18/07, Ord. 355) This checklist has grown over the years to cover a full review and all city requirements. If used appropriately the checklist allows for a self -check for preliminary platting. According to MN Statute 15.99 Subd. 3 Application; extensions. (a) ... If an agency receives a written request that does not contain all required information, the 60 -day limit starts over only if the agency sends written notice within 15 business days of receipt of the request telling the requester what information is missing. Essentially, the City has 15 -days to identify what is missing from the Preliminary Plat Checklist or what is incorrect, and respond to each Preliminary Plat request within that time frame. If the city fails to complete this the 60 -day timeline starts. Legally, the City has the ability to extend the 60 -days by another 60 -days, or a longer time period if agreed to by the applicant. Historically, the City of Andover receives applications and distributes them to other departments for review and allows for a two-week review period. Staff comments are then compiled and sent to the applicant noting the application is incomplete and written responses are needed to address the comments along with changes to the plans. Once the comments are down to a "short" list, and staff is not expecting drastic changes the application is moved forward to the Planning and Zoning Commission and City Council. Staff has heard from many Developers that the City requires significant details compared to other cities in order to move forward with a public hearing at the Planning and Zoning Commission. Internally staff has had discussions about scaling back the "required" items, as this would speed up the Preliminary Plat process. This option would increase the amount of comments seen by the Planning and Zoning Commission and City Council. However, it is believed this option would also allow for more productive reviews. Currently, if an applicant fails to submit a geological report, or stormwater report but provides other items we review the application and note that the one of the reports are missing, and complete our detailed review of what has been submitted. This issue is that without the geological report, or stormwater report an inefficient review is provided as certain items on the checklist are not able to be reviewed with accuracy. ACTION REQUIRED Informational only. Re e fully mitted, Joe Janish Community Development Director Attachments: MN State Statute 15.99 MN State Statute 462.358 Preliminary Plat Application and Preliminary Plat Checklist MINNESOTA STATUTES 2021 15.99 15.99 TIME DEADLINE FOR AGENCY ACTION. Subdivision 1. Definitions. (a) For purposes of this section, the following terms shall have the meanings given. (b) "Agency" means a department, agency, board, commission, or other group in the executive branch of state government; a statutory or home rule charter city, county, town, or school district; any metropolitan agency or regional entity; and any other political subdivision of the state. (c) "Request" means a written application related to zoning, septic systems, watershed district review, soil and water conservation district review, or the expansion of the metropolitan urban service area, for a permit, license, or other governmental approval of an action. A request must be submitted in writing to the agency on an application form provided by the agency, if one exists. The agency may reject as incomplete a request not on a form of the agency if the request does not include information required by the agency. A request not on a form of the agency must clearly identify on the first page the specific permit, license, or other governmental approval being sought. No request shall be deemed made if not in compliance with this paragraph. (d) "Applicant" means a person submitting a request under this section. An applicant may designate a person to act on the applicant's behalf regarding a request under this section and any action taken by or notice given to the applicant's designee related to the request shall be deemed taken by or given to the applicant. Subd. 2. Deadline for response. (a) Except as otherwise provided in this section, section 462.358, subdivision 3b, or 473.175, or chapter 505, and notwithstanding any other law to the contrary, an agency must approve or deny within 60 days a written request relating to zoning, septic systems, watershed district review, soil and water conservation district review, or expansion of the metropolitan urban service area for a permit, license, or other governmental approval of an action. Failure of an agency to deny a request within 60 days is approval of the request. If an agency denies the request, it must state in writing the reasons for the denial at the time that it denies the request. (b) When a vote on a resolution or properly made motion to approve a request fails for any reason, the failure shall constitute a denial of the request provided that those voting against the motion state on the record the reasons why they oppose the request. A denial of a request because of a failure to approve a resolution or motion does not preclude an immediate submission of a same or similar request. (c) Except as provided in paragraph (b), if an agency, other than a multimember governing body, denies the request, it must state in writing the reasons for the denial at the time that it denies the request. If a multimember governing body denies a request, it must state the reasons for denial on the record and provide the applicant in writing a statement of the reasons for the denial. If the written statement is not adopted at the same time as the denial, it must be adopted at the next meeting following the denial of the request but before the expiration of the time allowed for making a decision under this section. The written statement must be consistent with the reasons stated in the record at the time of the denial. The written statement must be provided to the applicant upon adoption. Subd. 3. Application; extensions. (a) The time limit in subdivision 2 begins upon the agency's receipt of a written request containing all information required by law or by a previously adopted rule, ordinance, or policy of the agency, including the applicable application fee. If an agency receives a written request that does not contain all required information, the 60 -day limit starts over only if the agency sends written notice within 15 business days of receipt of the request telling the requester what information is missing. Official Publication of the State of Minnesota Revisor of Statutes 15.99 MINNESOTA STATUTES 2021 2 (b) If a request relating to zoning, septic systems, watershed district review, soil and water conservation district review, or expansion of the metropolitan urban service area requires the approval of more than one state agency in the executive branch, the 60 -day period in subdivision 2 begins to run for all executive branch agencies on the day a request containing all required information is received by one state agency. The agency receiving the request must forward copies to other state agencies whose approval is required. (c) An agency response, including an approval with conditions, meets the 60 -day time limit if the agency can document that the response was sent within 60 days of receipt of the written request. Failure to satisfy the conditions, if any, may be a basis to revoke or rescind the approval by the agency and will not give rise to a claim that the 60 -day limit was not met. (d) The time limit in subdivision 2 is extended if a state statute, federal law, or court order requires a process to occur before the agency acts on the request, and the time periods prescribed in the state statute, federal law, or court order make it impossible to act on the request within 60 days. In cases described in this paragraph, the deadline is extended to 60 days after completion of the last process required in the applicable statute, law, or order. Final approval of an agency receiving a request is not considered a process for purposes of this paragraph. (e) The time limit in subdivision 2 is extended if: (1) a request submitted to a state agency requires prior approval of a federal agency; or (2) an application submitted to a city, county, town, school district, metropolitan or regional entity, or other political subdivision requires prior approval of a state or federal agency. In cases described in this paragraph, the deadline for agency action is extended to 60 days after the required prior approval is granted. (f) An agency may extend the time limit in subdivision 2 before the end of the initial 60 -day period by providing written notice of the extension to the applicant. The notification must state the reasons for the extension and its anticipated length, which may not exceed 60 days unless approved by the applicant. (g) An applicant may by written notice to the agency request an extension of the time limit under this section. History: 1995 c 248 art 18 s 1; 1996 c 283 s 1; 2003 c 41 s 1; 2006 c 226 s 1; 2007 c 57 art I s 11; 2007 c 113 s I Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2021 462.358 462.358 OFFICIAL CONTROLS: SUBDIVISION REGULATION; DEDICATION. Subdivision 1. [Repealed, 1980 c 566 s 35] Subd. la. Authority. To protect and promote the public health, safety, and general welfare, to provide for the orderly, economic, and safe development of land, to preserve agricultural lands, to promote the availability of housing affordable to persons and families of all income levels, and to facilitate adequate provision for transportation, water, sewage, storm drainage, schools, parks, playgrounds, and other public services and facilities, a municipality may by ordinance adopt subdivision regulations establishing standards, requirements, and procedures for the review and approval or disapproval of subdivisions. The regulations may contain varied provisions respecting, and be made applicable only to, certain classes or kinds of subdivisions. The regulations shall be uniform for each class or kind of subdivision. A municipality may by resolution extend the application of its subdivision regulations to unincorporated territory located within two miles of its limits in any direction but not in a town which has adopted subdivision regulations; provided that where two or more noncontiguous municipalities have boundaries less than four miles apart, each is authorized to control the subdivision of land equal distance from its boundaries within this area. Subd. 2. [Repealed, 1980 c 566 s 35] Subd. 2a. Terms of regulations. The standards and requirements in the regulations may address without limitation: the size, location, grading, and improvement of lots, structures, public areas, streets, roads, trails, walkways, curbs and gutters, water supply, storm drainage, lighting, sewers, electricity, gas, and other utilities; the planning and design of sites; access to solar energy; and the protection and conservation of floodplain, shore lands, soils, water, vegetation, energy, air quality, and geologic and ecologic features. The regulations shall require that subdivisions be consistent with the municipality's official map if one exists and its zoning ordinance, and may require consistency with other official controls and the comprehensive plan. The regulation may prohibit certain classes or kinds of subdivisions in areas where prohibition is consistent with the comprehensive plan and the purposes of this section, particularly the preservation of agricultural lands. The regulation may prohibit, restrict or control development for the purpose of protecting and assuring access to direct sunlight for solar energy systems. The regulations may prohibit the issuance of permits or approvals for any tracts, lots, or parcels for which required subdivision approval has not been obtained. The regulations may permit the municipality to condition its approval on the construction and installation of sewers, streets, electric, gas, drainage, and water facilities, and similar utilities and improvements or, in lieu thereof, on the receipt by the municipality of a cash deposit, certified check, irrevocable letter of credit, bond, or other financial security in an amount and with surety and conditions sufficient to assure the municipality that the utilities and improvements will be constructed or installed according to the specifications of the municipality. Sections 471.345 and 574.26 do not apply to improvements made by a subdivider or a subdivider's contractor. A municipality may require that an applicant establish an escrow account or other financial security for the purpose of reimbursing the municipality for direct costs relating to professional services provided during the review, approval and inspection of the project. A municipality may only charge the applicant a rate equal to the value of the service to the municipality. Services provided by municipal staff or contract professionals must be billed at an established rate. When the applicant vouches, by certified letter to the municipality, that the conditions required by the municipality for approval under this subdivision have been satisfied, the municipality has 30 days to release Official Publication of the State of Minnesota Revisor of Statutes 462.358 MINNESOTA STATUTES 2021 2 and return to the applicant any and all financial securities tied to the requirements. If the municipality fails to release and return the letters of credit within the 30 -day period, any interest accrued will be paid to the applicant. If the municipality determines that the conditions required for approval under this subdivision have not been satisfied, the municipality must send written notice within seven business days upon receipt of the certified letter indicating to the applicant which specific conditions have not been met. The municipality shall require a maintenance or performance bond from any subcontractor that has not yet completed all remaining requirements of the municipality. The regulations may permit the municipality to condition its approval on compliance with other requirements reasonably related to the provisions of the regulations and to execute development contracts embodying the terms and conditions of approval. The municipality may enforce such agreements and conditions by appropriate legal and equitable remedies. Subd. 2b. Dedication. (a) The regulations may require that a reasonable portion of the buildable land, as defined by municipal ordinance, of any proposed subdivision be dedicated to the public or preserved for public use as streets, roads, sewers, electric, gas, and water facilities, storm water drainage and holding areas or ponds and similar utilities and improvements, parks, recreational facilities as defined in section 471.191, playgrounds, trails, wetlands, or open space. The requirement must be imposed by ordinance or under the procedures established in section 462.353, subdivision 4a. (b) If a municipality adopts the ordinance or proceeds under section 462.353, subdivision 4a, as required by paragraph (a), the municipality must adopt a capital improvement budget and have a parks and open space plan or have a parks, trails, and open space component in its comprehensive plan subject to the terms and conditions in this paragraph and paragraphs (c) to (i). (c) The municipality may choose to accept a cash fee as set by ordinance from the applicant for some or all of the new lots created in the subdivision, based on the average fair market value of the unplatted land for which park fees have not already been paid that is, no later than at the time of final approval or under the city's adopted comprehensive plan, to be served by municipal sanitary sewer and water service or community septic and private well as authorized by state law. For purposes of redevelopment on developed land, the municipality may choose to accept a cash fee based on fair market value of the land no later than the time of final approval. "Fair market value" means the value of the land as determined by the municipality annually based on tax valuation or other relevant data. If the municipality s calculation of valuation is objected to by the applicant, then the value shall be as negotiated between the municipality and the applicant, or based on the market value as determined by the municipality based on an independent appraisal of land in a same or similar land use category. (d) In establishing the portion to be dedicated or preserved or the cash fee, the regulations shall give due consideration to the open space, recreational, or common areas and facilities open to the public that the applicant proposes to reserve for the subdivision. (e) The municipality must reasonably determine that it will need to acquire that portion of land for the purposes stated in this subdivision as a result of approval of the subdivision. (t) Cash payments received must be placed by the municipality in a special fund to be used only for the purposes for which the money was obtained. (g) Cash payments received must be used only for the acquisition and development or improvement of parks, recreational facilities, playgrounds, trails, wetlands, or open space based on the approved park systems plan. Cash payments must not be used for ongoing operation or maintenance of parks, recreational facilities, playgrounds, trails, wetlands, or open space. Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2021 462.358 (h) The municipality must not deny the approval of a subdivision based solely on an inadequate supply of parks, open spaces, trails, or recreational facilities within the municipality. (i) Previously subdivided property from which a park dedication has been received, being resubdivided with the same number of lots, is exempt from park dedication requirements. If, as a result of resubdividing the property, the number of lots is increased, then the park dedication or per -lot cash fee must apply only to the net increase of lots. Subd. 2c. Nexus. (a) There must be an essential nexus between the fees or dedication imposed under subdivision 2b and the municipal purpose sought to be achieved by the fee or dedication. The fee or dedication must bear a rough proportionality to the need created by the proposed subdivision or development. (b) If a municipality is given written notice of a dispute over a proposed fee in lieu of dedication before the municipality's final decision on an application, a municipality must not condition the approval of any proposed subdivision or development on an agreement to waive the right to challenge the validity of a fee in lieu of dedication. (c) An application may proceed as if the fee had been paid, pending a decision on the appeal of a dispute over a proposed fee in lieu of dedication, if (1) the person aggrieved by the fee puts the municipality on written notice of a dispute over a proposed fee in lieu of dedication, (2) prior to the municipality's final decision on the application, the fee in lieu of dedication is deposited in escrow, and (3) the person aggrieved by the fee appeals under section 462.361, within 60 days of the approval of the application. If such an appeal is not filed by the deadline, or if the person aggrieved by the fee does not prevail on the appeal, then the funds paid into escrow must be transferred to the municipality. Subd. 3. [Repealed, 1980 c 566 s 35] Subd. 3a. Platting. The regulations may require that any subdivision creating parcels, tracts, or lots, shall be platted. The regulations shall require that all subdivisions which create five or more lots or parcels which are 2-1/2 acres or less in size shall be platted. The regulations shall not conflict with the provisions of chapter 505 but may address subjects similar and additional to those in that chapter. Subd. 3b. Review procedures. The regulations shall include provisions regarding the content of applications for proposed subdivisions, the preliminary and final review and approval or disapproval of applications, and the coordination of such reviews with affected political subdivisions and state agencies. Subdivisions including lands abutting upon any existing or proposed trunk highway, county road or highway, or county state -aid highway shall also be subject to review. The regulations may provide for the consolidation of the preliminary and final review and approval or disapproval of subdivisions. Preliminary or final approval may he granted or denied for parts of subdivision applications. The regulations may delegate the authority to review proposals to the planning commission, but final approval or disapproval shall be the decision of the governing body of the municipality unless otherwise provided by law or charter. A municipality must approve a preliminary plat that meets the applicable standards and criteria contained in the municipality's zoning and subdivision regulations unless the municipality adopts written findings based on a record from the public proceedings why the application shall not be approved. The regulations shall require that a public hearing shall be held on all subdivision applications prior to preliminary approval, unless otherwise provided by law or charter. The hearing shall be held following publication of notice of the time and place thereof in the official newspaper at least ten days before the day of the hearing. At the hearing, all persons interested shall be given an opportunity to make presentations. A subdivision application shall be preliminarily approved or disapproved within 120 days following delivery of an application completed in compliance with the municipal ordinance by the applicant to the municipality, unless an extension of the review period has been Official Publication of the State of Minnesota Revisor of Statutes 462.358 MINNESOTA STATUTES 2021 4 agreed to by the applicant. When a division or subdivision to which the regulations of the municipality do not apply is presented to the city, the clerk of the municipality shall within ten days certify that the subdivision regulations of the municipality do not apply to the particular division. If the municipality or the responsible agency of the municipality fails to preliminarily approve or disapprove an application within the review period, the application shall be deemed preliminarily approved, and upon demand the municipality shall execute a certificate to that effect. Following preliminary approval the applicant may request final approval by the municipality, and upon such request the municipality shall certify final approval within 60 days if the applicant has complied with all conditions and requirements of applicable regulations and all conditions and requirements upon which the preliminary approval is expressly conditioned either through performance or the execution of appropriate agreements assuring performance. If the municipality fails to certify final approval as so required, and if the applicant has complied with all conditions and requirements, the application shall be deemed finally approved, and upon demand the municipality shall execute a certificate to that effect. After final approval a subdivision may be filed or recorded. Subd. 3c. Effect of subdivision approval. For one year following preliminary approval and for two years following final approval, unless the subdivider and the municipality agree otherwise, no amendment to a comprehensive plan or official control shall apply to or affect the use, development density, lot size, lot layout, or dedication or platting required or permitted by the approved application. Thereafter, pursuant to its regulations, the municipality may extend the period by agreement with the subdivider and subject to all applicable performance conditions and requirements, or it may require submission of a new application unless substantial physical activity and investment has occurred in reasonable reliance on the approved application and the subdivider will suffer substantial financial damage as a consequence of a requirement to submit a new application. In connection with a subdivision involving planned and staged development, a municipality may by resolution or agreement grant the rights referred to herein for such periods of time longer than two years which it determines to be reasonable and appropriate. Subd. 4. [Repealed, 1982 c 415 s 3] Subd. 4a. Disclosure by seller; buyer's action for damages. A person conveying a new parcel of land which, or the plat for which, has not previously been filed or recorded, and which is part of or would constitute a subdivision to which adopted municipal subdivision regulations apply, shall attach to the instrument of conveyance either: (a) recordable certification by the clerk of the municipality that the subdivision regulations do not apply, or that the subdivision has been approved by the governing body, or that the restrictions on the division of taxes and filing and recording have been waived by resolution of the governing body of the municipality in this case because compliance will create an unnecessary hardship and failure to comply will not interfere with the purpose of the regulations; or (b) a statement which names and identifies the location of the appropriate municipal offices and advises the grantee that municipal subdivision and zoning regulations may restrict the use or restrict or prohibit the development of the parcel, or construction on it, and that the division of taxes and the filing or recording of the conveyance may be prohibited without prior recordable certification of approval, nonapplicability, or waiver from the municipality. In any action commenced by a buyer of such a parcel against the seller thereof, the misrepresentation of or the failure to disclose material facts in accordance with this subdivision shall be grounds for damages. If the buyer establishes a right to damages, a district court hearing the matter may in its discretion also award to the buyer an amount sufficient to pay all or any part of the costs incurred in maintaining the action, including reasonable attorney fees, and an amount for punitive damages not exceeding five per centum of the purchase price of the land. Subd. 4b. Restrictions on filing and recording conveyances. (a) In a municipality in which subdivision regulations are in force and have been filed or recorded as provided in this section, no conveyance of land Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2021 462.358 to which the regulations are applicable shall be filed or recorded, if the land is described in the conveyance by metes and bounds or by reference to an unapproved registered land survey made after April 21, 1961 or to an unapproved plat made after such regulations become effective. (b) The foregoing provision does not apply to a conveyance if the land described: (1) was a separate parcel of record April 1, 1945 or the date of adoption of subdivision regulations under Laws 1945, chapter 287, whichever is the later, or of the adoption of subdivision regulations pursuant to a home rule charter, or (2) was the subject of a written agreement to convey entered into prior to such time, or (3) was a separate parcel of not less than 2-1/2 acres in area and 150 feet in width on January 1, 1966, or (4) was a separate parcel of not less than five acres in area and 300 feet in width on July 1, 1980, or (5) is a single parcel of commercial or industrial land of not less than five acres and having a width of not less than 300 feet and its conveyance does not result in the division of the parcel into two or more lots or parcels, any one of which is less than five acres in area or 300 feet in width, or (6) is a single parcel of residential or agricultural land of not less than 20 acres and having a width of not less than 500 feet and its conveyance does not result in the division of the parcel into two or more lots or parcels, any one of which is less than 20 acres in area or 500 feet in width. (c) In any case in which compliance with the foregoing restrictions will create an unnecessary hardship and failure to comply does not interfere with the purpose of the subdivision regulations, the platting authority may waive such compliance by adoption of a resolution to that effect and the conveyance may then be filed orrecorded. (d) Any owner or agent of the owner of land who conveys a lot or parcel in violation of the provisions of this subdivision shall forfeit and pay to the municipality a penalty of not less than $100 for each lot or parcel so conveyed. (e) A municipality may enjoin such conveyance or may recover such penalty by a civil action in any court of competent jurisdiction. Subd. 5. Permits. Except as otherwise provided by this section all electric and gas distribution lines or piping, roadways, curbs, walks and other similar improvements shall be constructed only on a street, alley, or other public way or easement which is designated on an approved plat, or properly indicated on the official map of the municipality, or which has otherwise been approved by the governing body. When a municipality has adopted an official map, no permit for the erection of any building shall be issued unless the building is to be located upon a parcel of land abutting on a street or highway which has been designated upon an approved plat or on the official map or which has been otherwise approved by the governing body, and unless the buildings conform to the established building line. This limitation on issuing permits shall not apply to planned developments approved by the governing body pursuant to its zoning ordinance. No permit shall be issued for the construction of a building on any lot or parcel conveyed in violation of the provisions of this section. Subd. 6. Variances. Subdivision regulations may provide for a procedure for varying the regulations as they apply to specific properties where an unusual hardship on the land exists, but variances may be Official Publication of the State of Minnesota Revisor of Statutes 462.358 MINNESOTA STATUTES 2021 granted only upon the specific grounds set forth in the regulations. Unusual hardship includes, but is not limited to, inadequate access to direct sunlight for solar energy systems. Subd. 7. Vacation. The governing body of a municipality may vacate any publicly owned utility easement or boulevard reserve or any portion thereof, which are not being used for sewer, drainage, electric, telegraph, telephone, gas and steam purposes or for boulevard reserve purposes, in the same manner as vacation proceedings are conducted for streets, alleys and other public ways under a home rule charter or other provisions of law. A boulevard reserve means an easement established adjacent to a dedicated street for the purpose of establishing open space adjacent to the street and which area is designated on the recorded plat as "boulevard reserve". Subd. 8. Plat approval under other laws. Nothing in this section is to be construed as a limitation on the authority of municipalities which have not adopted subdivision regulations to approve plats under any other provision of law. Subd. 9. Unplatted parcels. Subdivision regulations adopted by municipalities may apply to parcels which are taken from existing parcels of record by metes and bounds descriptions, and the governing body or building authority may deny the issuance of permits or approvals, building permits issued under sections 326B.101 to 326B.194, or other permits or approvals to any parcels so divided, pending compliance with subdivision regulations. Subd. 10. Limitations. Nothing in this section shall be construed to require a municipality to regulate subdivisions or to regulate all subdivisions which it is authorized to regulate by this section. Subd. 11. Affordable housing. For the purposes of this subdivision, a "development application" means subdivision, planned unit development, site plan, or other similar type action. If a municipality, in approving a development application that provides all or a portion of the units for persons and families of low and moderate income, so proposes, the applicant may request that provisions authorized by clauses (1) to (4) will apply to housing for persons of low and moderate income, subject to agreement between the municipality and the applicant: (1) establishing sales prices or rents for housing affordable to low- and moderate -income households; (2) establishing maximum income limits for initial and subsequent purchasers or renters of the affordable units; (3) establishing means, including, but not limited to, equity sharing, or similar activities, to maintain the long-term affordability of the affordable units; and (4) establishing a land trust agreement to maintain the long-term affordability of the affordable units Clauses (1) to (3) shall not apply for more than 20 years from the date of initial occupancy except where public financing or subsidy requires longer terms. History: 1965 c 670 s 8; 1971 c 842 s 1;1973 c 67 s 1; 1973 c 176 s 1; 1975 c 98 s 1; 1976 c 1818 2; 1978 c 786 s 16,17; 1980 c 560 s 6, 1980 c 566 s 25-33; 1981 c 85 s 7; 1982 c 415 s 2; 1982 c 507 s 23; 1985 c 194 s 24; 1986 c 444; 1989 c 196 s 1; 1989 c 200 s 1; 1989 c 209 art 2 s 1; 1995 c 254 art I s 90; art 3 s 6,7; 2000 c 497 s 1; 2001 c 7 s 74; 1002 c 315 s 1; 2004 c 178 s 2,3; 2006 c 209 s 1; 2006 c 269 s 1; 2006 c 270 art I s 6; 2007 c 116 s 1; 2007 c 140 art 4 s 61; art 13 s 4; 2013 c 85 art 5 s 41 Official Publication of the State of Minnesota Revisor of Statutes City staff use only: 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV PRELIMINARY PLAT APPLICATION Preliminary Plat submittals will be evaluated for completeness using the Plat Submittal Checklist. Applicants will be notified within fifteen business days if an application is complete. No public hearing will be scheduled until a complete application has been reviewed for compliance with applicable regulations. Street Location of the Property Description of the Request Note. If the description of request is longer than a few lines, please submit electronically. Legal Description of the Property Note: If legal description is not provided the application is incomplete. If legal description is longer than a few lines, please submit electronically. Is property Abstract or Torrens Property Owner (fee owner) Property Owner Phone Address Email City State Zip Signature Date Note: If property owner has not signed the application, the application is incomplete. Applicant Applicant Phone Contact Person Phone Address Email City State Zip Page 1 of 14 CONNECTED ACTIONS (f applicable) Comprehensive Plan Amendment Requested: YES ( ) NO ( ) Explain: Rezoning Requested: YES ( ) NO ( ) Explain: Planned Unit Development Review Requested: YES ( ) NO ( ) Explain: NOTE: Submittal of this application and fees does not preclude the applicant and/or property owner from meeting all the requirements as set out in City Code, including: • Zoning regulations (Title 12), • Shoreland Management regulations (Title 13, Chapter 4) • Flood Control regulations (Title 14) • Scenic River Ordinance (Title 13, Chapter 5) • Subdivision regulations (Title 11) • Nuisance Tree regulations (Title 14) • And other such Ordinances and Policies in place and effect by the City of Andover and any other governmental unit having jurisdiction thereon. PLAT MONITORING INFORMATION Cf applicable) If the proposed development falls within the boundaries of the Metropolitan Urban Service Area (MUSA), please provide the following information to assist with plat monitoring by the Metropolitan Council. Please provide the acreage for each of the following: Gross Residential Acres: Public Parks & Open Space: Wetlands/Water Bodies/Ponds at or under 100 -Year Flood Elevation: Arterial Roads Right -of -Way: Other: Pre -Application Meeting: Prior to the preparation of a preliminary plat, the subdivider(s) and/or owners shall meet with the City Planner and City Engineer to review applicable ordinances, regulations, and plans in regard to the area proposed to be subdivided. The subdivider(s) and/or owners are encouraged to bring any concept drawings that have been prepared. Sketch Plan Application: Applicants are advised, but not required in most cases, to submit a sketch plan for review and comment prior to submitting a preliminary plat. A separate application and fee are required to initiate this process. Review of sketch plans by the Planning Commission and City Council prior to submitting a preliminary plat is Page 2 of 14 advised for all proposals, especially those that vary from established zoning and subdivision standards and/or require planned unit development review. Preliminary Plat Review: Plats will be processed in compliance with Minnesota Statute 462.358. The Andover Review Committee (ARC) will review and comment on complete preliminary plat submittals to assist the applicant in achieving compliance with applicable ordinances. Plats that do not substantially conform with applicable ordinances will not be scheduled for a public hearing until the issues have been resolved and/or will proceed with a recommendation of denial as the end of the review period approaches. The procedure for preliminary plat review is provided in City Code 11-2-2 The applicant is responsible for demonstrating compliance with the regulations of the appropriate watershed management organization and the Anoka County Highway Department. Planning Commission PublicHearing: Once a plat application achieves substantial compliance with applicable ordinances, a public hearing will be scheduled to be held by the Planning Commission. A public notice will be issued to the newspaper and property owners within 350 feet of the proposed development site. A sign will be placed on the property indicating that a public hearing will be held. The applicant must provide eight (8) full size copies and one reduction of the revised plat for the Planning Commission to review. City Council Review: The City Council will review the proposed plat and the recommendations of the Planning Commission. The Application Deadlines & Hearing Dates handout will be used to determine the meeting date. The applicant must provide eight (8) full size copies and one (1) reduction of the revised plat for the City Council to review. Final Plat Review: The procedure for final plat review and approval is provided in City Code 11-2-3 Timing and procedure for Public Improvement Projects: Please refer to the Development Policy Guideline Page 3 of 14 FEES AND APPLICANT ACKNOWLEDGEMENT Preliminary Plat Application Fees: Application fees shall be paid at the time of application and shall cover such costs as review by the Andover Review Committee, attorney, site inspections, etc. Additional plat escrow fees may be required as the development proceeds toward completion. Fees 1. The following FEE DESCRIPTION AMOUNT a. Filing Fee $ 400.00 b. Plat Escrow Deposit (If this escrow does not cover the review costs, then additional billing will occur). Urban Plat/Per Lot $400.00 x lots = Rural Plat/Per Lot $750.00 x =ots = Commercial/Per Lot $1,000.00 x lots = c. Public Notification Sign $30.00 Total Application Fee $ 2. The following fees shall be paid afta2qpa FEE DESCRIPTION AMORT a. Park Dedication Fee: Residential $4,806.00 per lot* Commercial/Industrial $14,417.00 per acre or 10% of market value of land, whichever is less* b. Trail Fee: Residential $983.00 per lot* Commercial/Industrial Developer's Responsibility `As per current Fee Ordinance Applicant Acknowledgement lease sign in the space provided below I hereby submit this Preliminary Plat Application and declare THAT THE INFORMATION AND MATERIAL SUBMITTED WITH THIS APPLICATION IS COMPLETE AND ACCURATE per City Ordinances and policy requirements. I understand that ONLY COMPLETE APPLICATIONS AND FEEc will be accepted and forwarded on to the Planning and Zoning Commission for public hearing and on to the City Council for approval or disapproval. I understand that the application will be processed in sequence with respect to other submittals. Applicant's Signature Date Page 4 of 14 Fee Date 60 Day date Page 5 of 14 Receipt No. 120 Day date _ -z LNDOVE F .moi►; 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8823 • WWW.CI.ANDOVER.MN.US All Preliminary Plat submittals are reviewed for completeness using the checklist on the following pages. Incomplete applications will be returned to the applicant with staff comments on the areas that made the application incomplete within fifteen days of the submittal of the application. If the application is found incomplete, applicants will need to provide a written response to each comment along with a full set of revised drawings at the time that they submit the revised application. No public hearing for the plat will be scheduled until a complete application has been reviewed for compliance with applicable regulations. Name of the Proposed Development: _ Date of Submittal: Complete: Yes_ No Review Conducted by: A complete preliminary plat submittal contains: l) Eight (8) full size plan sets, one (1) 11" x 17" reduction and one (1) 8" x 11" reduction of the following drawings: • Existing Conditions • Preliminary Plat • Grading, Drainage, and Erosion Control Plan • Tree Protection Plan 2) Two (2) copies of the following documents: • Geotechnical / Soils Report • Storm Water Management Plan / Hydrology Report 3) An Abstract of Title or Registered Property Abstract, certified to date, covering the property to be subdivided. 4) One completed and signed copy of the Preliminary Plat Application form. These plans and documents must contain all the information described on the detailed requirements shown on the following pages to constitute a complete preliminary plat submittal. Page 6 of 14 DETAILED REQUIREMENTS FOR PRELIMINARY PLATS tt i INDJOKE43:► 1) Name, appropriate certification and signature of the plan preparer. Certification by a Land Surveyor Licensed in the State of Minnesota certifying the accuracy of survey. 2) Date of preparation and revision(s), along with revision description. 3) Graphic scale no smaller than one inch to fifty feet (1" = 50'). 4) North arrow designated as true north. 5) A legend providing symbols and labels for each feature indicated on the plan sheets (on title sheet only is acceptable). 6) Location and names of existing / platted streets and other public ways, railroads, parks, public open spaces, and right of ways and easements. 7) Location of delineated wetlands and the floodplain boundary (flood fringe and floodway areas). 10 DI ► �► i �_ W 1) A location map showing the plat location in the City. The location map shall have an approximate scale between 1" = 1500' and 1" = 2000' and shall be of sufficient size to locate the plat relative to the nearest County Roadways. The location map shall show the proposed street layout and the layout of all existing streets platted or un -platted, within one-half (1/2) mile of the proposed plat. The streets and roadways. shall be labeled with their proposed or existing names. Adjacent platted areas shall be labeled with their plat name. 2) Complete and accurate list of all property owners of record and their addresses within three hundred and fifty feet (350') of the exterior boundaries of the proposed preliminary plat. 3) Proposed name of subdivision, which name shall not duplicate nor be alike in pronunciation to the name of any plat therefore recorded in Anoka County. 4) Pull legal description and parcel identification number(s) of the land involved in the plat illustrated on the preliminary plat drawing and submitted in a digital format acceptable to the City. 5) Names and addresses of the property owner and applicant proposing subdivision of the land ("subdivider"), and the designers and surveyor of said plat. If the applicant is not the fee owner of the land, the applicant shall submit the written consent of the fee owner to the filing of the preliminary plat. C. EXISTING CONDITIONS —submit 8 full size plans, one (11" x 17"), one (8" x 11") Page 7 of 14 1) A survey of boundary lines, including measured distances and angles, which shall be tied into the nearest quarter section or section line by traverse and total acreage calculated to the nearest tenth (0.1) acre. 2) Existing and proposed zoning classifications for tract of land in, and within, three hundred feet (300') of the preliminary plat. 3) Location of parks and public open spaces, all buildings and structures with notation if proposed to be removed, existing easements, rights of ways, and section and municipal boundary lines within the plat and to a distance of one hundred feet (100') beyond. 4) If the preliminary plat is a re -arrangement or a re -plat of any recorded plat, the lot and block arrangement of the original plat, its original name, and all revised or proposed vacated roadways shall be shown by dotted or dashed lines. 5) Location, and grades (where appropriate) of roadway centerlines, curb and gutter and width of existing streets (including type of surfacing), railroads, sanitary sewers, water mains, storm sewers, gas, telephone, electric, cable T.V., culverts, catch basins and manholes (including rim and invert elevations) hydrants, gate valves, significant vegetation, trees, landscaping, water courses, lakes, marshes, wetlands, rock outcrops, and any other significant physical features within the plat and to a distance of one hundred (100') feet beyond. Include a note regarding the utility quality level (refer to CI/ASCE 38-02). 6) Boundary lines of land within one hundred feet (100') of the proposed plat, and the name of the owner thereof, but including all contiguous landowners or controlled by the sub- divider or owner of the tract proposed to be platted. 7) Topographic data, including contours at vertical intervals of not more than two feet (2'), except that where the horizontal contour interval is one hundred feet (100') or more, a one foot (1') vertical interval shall be shown. U.S. Geodetic survey datum shall be used for all topographic mapping where available. Include a note that all topographic data has been field verified. 8) Elevation of all existing property lines adjacent to the plat (field verified). 9) Include a note stating which firm completed the topographic survey with the date. 10) Identify any existing wells and septic systems on the site. Septic systems/tanks shall be crushed and removed. Add notes existing wells shall be abandoned per Minnesota Department of Health requirements. 11) A copy of the restrictive covenants, if any, concerning the property being platted shall be filed with the preliminary plat. D. PRELIMINARY PLAT — submit 8 full size plans, one (11" x 17"), one (8"x 11") 1) Statement of proposed use of lots; i.e., whether residential, commercial, industrial or combination thereof. If residential, state type and number of dwelling units. Fumish sufficient details for all types of usage in order to reveal the effect of the subdivision development on traffic, fire protection and density of population. Page 8 of 14 2) Existing Flood plain management area boundaries within the plat must be indicated on the grading plan. Any areas of flood plain proposed to be removed and/or revised must also be indicated on the grading plan. 3) Layout of proposed streets, including street centerlines, curb and gutter and showing right-of-way widths and proposed names of streets. The name of any street heretofore used in the city or its environs shall not be used, unless the proposed street is an extension of an already named street, in which event said name shall be used. 4) The preliminary plat shall show the number of linear road miles within the Plat. 5) Plat area shall include a table showing the following items: total area, total area for each type of easement, proposed right of way, area of dedicated county road right-of-way, park area, wetland area (including 16.5 -foot buffer strip), storm water pond area (including 16.5 -foot buffer strip), all to be shown in square feet. 6) Locations and widths of proposed trails, sidewalks, trail easements, drainage and utility easements, street easements or any other type of proposed easement. 7) Layout of lots and blocks with numbers of each, square footage of lots and lot dimensions, including lot width displayed at the front yard setback line and lot depth through the center of the lot, scaled to the nearest foot. 8) Areas, other than streets, trail easements and drainage and utility easements intended to be dedicated or reserved for public use, including the size and dimensions of such areas. 9) Minimum front, side and rear yard building setback lines as required by the Zoning Ordinance of the City. 10) Whenever a portion of a tract of land is proposed for subdividing, the entire parcel shall be required to be included in the preliminary plat. A sketch plan shall also be required for all adjacent undeveloped land. Potential locations for future right-of-way and roadway extensions shall be provided. l 1) A Tree Protection Plan (which can be shown on the grading plan) shall be required showing all information as defined by the Tree Preservation Policy as adopted by the City Council. 12) Proposed Landscaping and/or Screening from public roadways. 13) The preliminary plat shall show the location of all "Area Identification" signs. Special Use Permit for area identification signs shall be applied for in conjunction with the preliminary plat in accordance with the Zoning Ordinance. 14) Such other information as shall be requested by the Planning Commission or Engineer: E. GRADING, DRAINAGE AND EROSION CONTROL PLAN— submit 8 full size plans, one (11" x 17"), one (8" x 11") 1) Show all erosion control measures as needed (silt fence, inlet protection, rock construction entrance, rip rap, etc.) Page 9 of 14 2) Show site corner at all intersections within and into / out of the site. Base upon most restrictive of Cases IIIA, IIIB, and IIIC in the MnDOT Road Design Manual, Chapter 5, Section 2.02 (assume vehicle on minor street is stopped). Make sure there are no obstructions greater than 2 feet in height (grading and landscaping) within this corner. Also, show these on a landscape plan (if provided). Any city street that intersects with a County road shall meet the requirements of the Anoka County Highway Department. 3) Note on plan that developer is responsible for removing erosion control features upon establishment of permanent erosion control. 4) The following items shall go on the Preliminary Plat. Table with the following areas provided: a) Gross Residential Area; b) Wetlands, Water Bodies and Non-Stormwater Ponds (including 16.5 -foot buffer); c) Public Parks / Open Spaces; d) Arterial Road ROW (if any); e) Floodplain (excluding 2 above); f) Net Residential Area; g) Total Lots; h) Total Units; i) Net Density (units/acre); j) Right of Way Area; k) County Right of Way Area (if any); 1) Road Miles. m) Calculate areas to nearest tenth of an acre (0.1). The Net Residential Area is equal to item "a" (Gross Residential Area) minus items b, c, d, and a (Wetlands, Parks/Open Spaces, Arterial Road ROW, and Floodplain). 5) Identify construction entrance locations and construction details. 6) Identify temporary erosion control measures to protect in-place and proposed storm sewer inlets. Add note stating inlet protection shall be removed by the contractor prior to winter freeze and replaced in the spring if site stabilization is not achieved, or at the direction of the City Engineer. 7) Identify the location of the proposed plat as either in the Coon Creek Watershed District or the Lower Rum River Watershed Management Organization. 8) Locations and widths of right of ways, proposed trails, sidewalks, trail easements and drainage and utility easements. 9) Location of all delineated wetlands and the floodplain boundary (flood fringe and floodway areas). Any areas of wetland or flood plain proposed to be removed and/or revised must be indicated. 10) For lots without municipal sewer, show the location of designated building pad, including a minimum of 3,600 square feet of contiguous buildable land area. 11) For lots served by municipal sewer, the first one hundred and ten feet (110') of each lot shall be buildable. The one hundred and ten -foot (110') buildable area must be outside of the sixteen and one half -foot (16.5') wetland buffer, above the 100 -year flood Page 10 of 14 elevation, and outside of any drainage and utility easements. The minimum width shall be equal to the required width of the lot for that particular zoning district. All organic material shall be removed and backfilled with granular material with no more than 5% organic material by volume. 12) For lots without municipal sewer, provide the location of two areas, of 5,000 square feet each, designated for the primary and secondary on-site septic drain field based on design criteria for a four (4) bedroom home and in compliance with Chapter 7080 as amended. These areas shall be shown and labeled on the grading plan and the design specifications for the drain fields shall be submitted in a report at the time of the submittal of the preliminary plat. 13) The buildable area of lots without municipal sewer and water shall be required to have a finished grade of at least six feet (6') above the seasonal high water mark and shall also require the lowest floor to be a minimum of three feet (3') above the seasonal high water mark (HAWL) or two feet (2') above the designated or designed one hundred (100) year flood elevation, whichever is higher. 14) Proposed lots with municipal water and sewer shall provide a lowest floor at least three feet (3') above the seasonal high-water mark or two feet (2') above the designated or designed one hundred (100) year flood elevation, whichever is higher. 15) Existing contours (dashed lines) and proposed contours (solid lines) at vertical intervals of not more than two feet (2'); except, that where the horizontal contour interval is one hundred feet (100') or more, a one -foot (1') vertical interval shall be shown. Maximum slope shall be four to one (4:1) with a note to this effect in the legend or as approved by the City Engineer. 16) Watercourses, lakes, delineated wetlands, wooded areas, rock outcrops, drainage tile, and other significant physical features shall be shown. 17) For all ponds and wetlands, label NWL, NGWL, and 100 -year HWL. 18) Show proposed storm sewer system, including outlet control structures with details. 19) Include a note indicating maximum slopes shall be four to one (4:1). 20) Minimum grades in pervious areas should be two percent (2%), particularly rear yards. If two percent (2%) cannot be achieved, it will be necessary to show intermediate proposed finish grade elevations which must be staked for final grading. Show drainage arrows to depict flow direction. 21) Two (2) vehicle maintenance accesses for each ponding area with twenty -foot (20') easements, 10:1 maximum slope. 22) On urban plats, a development plan identifying each lot shall show proposed elevations along all lot lines or any additional location as deemed necessary by the Engineer and shall be submitted and accepted by the City prior to the issuance of building permits. 23) All proposed lots shall be shown in a table labeled "Lot by Lot Tabulation" containing: a) Lot number b) Block number Page 11 of 14 c) House Type d) Top of Curb Elevation at Driveway e) Garage Floor Elevation f) Driveway Grade (%) g) Low Floor Elevation h) Lookout Elevation i) Lowest Opening Elevation j) 100 -year HWL k) Emergency Overflow Elevation 1) Highest Anticipated Water Level (including normal water level and normal groundwater level (if applicable) and proposed house configuration. m) If some of these items do not apply, then put "NIA "by that item in the table. 24) A temporary sixteen and a half -foot (16.5') wetland buffer shall be shown adjacent to the delineated edge of all wetlands and the normal water level of all storm water ponds. 25) Show proposed location for mailbox clusters. They shall be on one side of the street only and away from public utilities that are proposed on lot lines (hydrants, storm sewer, etc.) 26) Label Emergency Overflows for all low points in the street. Overflows between lots shall not be higher than six inches (6") above the top of curb. If the street is being used, it shall be clearly labeled as such and water should be pooled no more than six inches (6") above the top of curb at the low point in the roadway prior to having an overflow. 27) Need to identify Custom Grade (CG) lots where appropriate and label as such on all sheets as appropriate. 28) Label all proposed street grades, low point and high point stations and elevations, vertical curve lengths, label radii (20' min at intersections, 30' into cul-de-sac and at country roads). F. TREE PROTECTION —submit 8 full size plans, one (11" x 17"), one (8" x 11") 1) A Tree Protection Plan (which can be shown on the grading plan) shall be required showing all information as defined by the Tree Preservation Policy as adopted by the City Council. 2) On areas of proposed tree protection, ensure that proposed grades are going to stay the same (no cuts and fills) and no rapid grade changes, which may cause too much damage to saved trees and ultimately require removal instead of preservation. 3) Ensure that all the tree protection areas out of areas that would require removal, including critical easements and right of ways. 4) Identify areas of custom grading (CG) for tree protection. 5) Use a symbol denoting suitable tree protection, such as orange silt fence or tree , protection fence shown around the tree protection areas. G. LANDSCAPING PLAN — submit 8 full size plans, one (11" x 17"), one (8" x 11") Page 12 of 14 1) A Landscape Plan showing proposed landscaping and/or screening from public roadways for double frontage lots, Planned Unit Developments (PUD's), and urban lots that abut permanently rural areas, as required by City Code 11-3-1-F. 2) The Landscape Plan should incorporate trees and shrubs from the list of recommended trees and shrubs in the City of Andover. 3) The species should be native and/or suitable to the region. The species should also be suitable to tough, urban conditions. 4) The Landscape Plan should incorporate a variety of different species, taking diversity into consideration and the plan should fit with existing landscaping. 5) The design should allow for adequate spacing of plant material and species should be planted in locations where they fit. 6) The Landscape Plan should have a layout which allows for easy maintenance. 7) Planting details should be per City specifications. 8) Plant materials shall be planted outside of all easements, rights of ways, and sight triangles. H. GEOTECHNICAL / SOILS — (submit 2 copies) 1) Two (2) signed and bound geotechnical reports with recommendations. 2) SCS soil types. 3) Highest anticipated water level (for each boring) 4) Existing ground water level (for each boring) 5) Relate elevations to actual elevations, not assumed elevations. 6) Soil borings to a minimum depth of 25 feet with logs. I. STORMWATER MANAGEMENT PLAN/ HYDROLOGY — (submit 2 copies) 1) Two (2) signed and bound copies of the Stormwater Management Plan (Hydrology Report) 2) Plan meets the requirements of Water Resource Management Plan Developer's Requirements handout and/or requirements of appropriate watershed management organization or watershed district. 3) Stormwater modeling shall use NOAA Atlas 14 precipitation data. The NRCS MSE 3 rainfall distribution shall be used for modeling. Page 13 of 14 I ABSTRACT OF TITLE — (submit 1 copy) t) An Abstract of Title or Registered Property Abstract, certified to date, covering the property to be subdivided. K. PRELIMINARY PLAT APPLICATION / FEF — (submit 1 copy) 1) A completed Preliminary Plat Application form and related fees (see Preliminary Plat Application for applicable fees and escrows required). Page 14 of 14