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2014-05-27 Planning Comm Agenda Packet
in 1. Call to Order CITY OF MENDOTA HEIGHTS PLANNING COMMISSION AGENDA May 27, 2014 — 7:00 p.m. Mendota Heights City Hall 2. Roll Call 3. Adopt Agenda 4. Approve April 22, 2014 Planning Commission Minutes 5. Public Hearings (7:00 p.m. or shortly thereafter): a. Case No. 2014-16: SAC Wireless on behalf of the Ridge South Condominium Association. Conditional Use Permit and Variance for a wireless antenna facility at 1860 Eagle Ridge Drive. b. Case No. 2014-13: Ken and Mary Kay Noack. Lot Split, Variance and Wetlands Permit at 677 4th Avenue. c. Case No. 2014-14: Michael and Michelle Bader. Concept Planned Unit Development Plan at 1673 Delaware Avenue and Lot 3 of the Foxwood Plat. 6. Discussion of Public Hearing Guidelines 7. Verbal Review 8. Staff Annoucements 9. Adjourn Auxiliary aids for persons with disabilities are available upon request at least 120 hours in advance. If a notice of less than 120 hours is received, the City of Mendota Heights will make every attempt to provide the aids, however, this may not be possible on short notice. Please contact City Hall at 651.452.1850 with requests. Page 1 1 CITY OF MENDOTA HEIGHTS 2 DAKOTA COUNTY, MINNESOTA 3 4 PLANNING COMMISSON MINUTES 5 April 22, 2014 6 7 The regular meeting of the Mendota Heights Planning Commission was held on Tuesday, October 8 22, 2013, in the Council Chambers at City Hall, 1101 Victoria Curve at 7:00 P.M. 9 10 The following Commissioners were present: Chair Litton Field, Jr., Commissioners Howard 11 Roston, Michael Noonan, Doug Hennes, Robin Hennessy, Mary Magnuson, and Ansis Viksnins. 12 Those absent: None. Others present were City Planner Nolan Wall and Public Works 13 Director/City Engineer John Mazzitello. 14 15 Approval of Agenda 16 17 Chair Field recommended moving Planning Case #2014-09 to the end of the agenda schedule 18 because of the amount of information and the detail. The commissioners approved the agenda with 19 that change. 20 21 Approval of March 25, 2014 Minutes 22 23 COMMISSIONER ROSTON MOVED, SECONDED BY COMMISSIONER MAGNUSON, TO 24 APPROVE THE MINUTES OF MARCH 25, 2014 AS PRESENTED. 25 26 AYES: 7 27 NAYS:0 28 29 Hearinzs 30 31 PLANNING CASE #2014-10 32 Michael Sullivan and Deborah Cuneo, 993 Delaware Avenue 33 Variance request for detached garage 34 35 City Planner Nolan Wall explained that this application is for a variance from the side -yard setback 36 requirement to construct a new detached garage at 993 Delaware Avenue. The subject parcel is 37 11,973 square feet and contains an existing single family dwelling and detached garage, is zoned 38 R-1, and is guided for low density residential development on the comprehensive plan. The survey 39 submitted as part of the application shows two parcels that have since been remedied and combined 40 through Dakota County. 41 42 The applicants are proposing to demolish the existing 390 square foot detached garage and replace 43 it with a new 680 square foot structure. The existing garage is approximately 1.8 feet from the 44 south property line. The code requires accessory structures over 144 square feet to have ten foot 45 side and rear yard setbacks. The proposed new detached garage would have three foot setback 46 from the south property line. April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 1 Page 2 47 Planner Wall then described the standards of review necessary for approval of a variance request 48 of this type. 49 50 Planner Wall then shared photographs of the existing garage, which is in poor and unredeemable 51 condition and is undersized for storage utilization. There is significant deterioration to the 52 foundation and the floor which causes the door to not close properly. The proposed detached 53 garage would meet the size requirements, would be compliant with the comprehensive plan, and 54 is a reasonable use of the property. 55 56 The subject parcel and the existing garage are legal non -conforming uses. The lot width is 50 feet, 57 which is one-half of the required lot width for single family lots in this zoning district. There is 58 practical difficulty in locating a new structure to be in compliance as the new garage would need 59 to be located farther in the back yard to comply with the setbacks and would require expansion of 60 the existing driveway. 61 62 Staff agreed that the applicant has established a practical difficulty due to the narrow lot width and 63 the placement of the existing structure. However, findings for denial of this application were 64 included as the existing garage could be maintained and approved not to increase the non - 65 conformity, and an existing structure up to 144 square feet would be constructed to provide for 66 additional storage. 67 68 The proposed structure would not alter the essential character of the locality as the surrounding 69 neighborhood has a mix of attached and detached garages. Most of the homes fronting Delaware 70 Avenue have detached garages and similar lot configurations causing multiple nonconformities 71 with the existing code requirements. The proposed 680 -square foot detached garage is slightly 72 larger than most in the area, however, staff feels it is not out of character in the City and meets the 73 permitted size requirements for a structure of this type. 74 75 Staff recommended approval of this variance request with conditions. 76 77 Commissioners asked questions regarding the setbacks of the existing garages along Delaware 78 Avenue as they appeared to be within the zero to ten foot setback and the conditions proposed 79 being the standard conditions for the area. 80 81 Chair Field invited the applicant to come forward and make comments or add to the staff report. 82 Mr. Michael Sullivan, 993 Delaware Avenue, noted that they are new residents of Mendota 83 Heights. They loved the house they purchased but knew that they would want to do something 84 about the garage as soon as they could. 85 86 Commissioners asked the applicant if the siding and color of the new garage would match the 87 existing house. The applicant responded that the proposed structure and roof would match the 88 existing dwelling's color, but would have vinyl siding — not stucco, like the dwelling. 89 90 Chair Field opened the public hearing. 91 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 2 Page 3 92 Seeing no one coming forward wishing to speak, Chair Field asked for a motion to close the public 93 hearing. 94 95 COMMISSIONER VIKSNINS MOVED, SECONDED BY COMMISSIONER NOONAN, TO 96 CLOSE THE PUBLIC HEARING. 97 98 AYES: 7 99 NAYS: 0 100 101 COMMISSIONER VIKSNINS MOVED, SECONDED BY COMMISSIONER ROSTON, TO 102 RECOMMEND APPROVAL OF PLANNING CASE 2014-10 BASED ON THE FOLLOWING 103 FINDINGS OF FACT: 104 1. The proposed detached garage is a reasonable use of the subject parcel. 105 2. The proposed detached garage meets the Code's permitted size requirements for such a 106 structure perpetuates the use as a single-family residence in compliance with the 107 Comprehensive Plan. 108 3. The existing detached garage is a legal nonconforming structure in poor and unredeemable 109 condition that is undersized for storage utilization. 110 4. The subject parcel's narrow lot width and location of the existing detached garage create a 111 practical difficulty in constructing a new detached garage in compliance with the required 112 side yard setbacks for the R-1 District. 113 5. In order to meet the 10 -foot side yard setback, the proposed detached garage would have 114 to be located further into the existing back yard and would require expanding portions of 115 the existing driveway. 116 6. The proposed detached garage will increase the existing side yard setback by one -foot and 117 will not increase the structure's width, which creates a similar view from the street as the 118 existing structure. 119 7. The proposed detached garage will not alter the essential character of the neighborhood. 120 AND WITH THE FOLLOWING CONDITIONS: 121 1. The applicant shall submit grading and utility plans and a dimensioned site plan with 122 associated easements, subject to review and approval by the City Engineering Department, 123 as part of any building permit application. 124 2. Any land disturbance activities must be in compliance with the City's Land Disturbance 125 Guidance document. 126 127 AYES: 7 128 NAYS: 0 129 130 131 which begins at 8:00 p.m. Chair Field advised the City Council would consider this application at its May 6, 2014 meeting, April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 3 Page 4 132 PLANNING CASE #2014-11 133 Steven Olsen, 2469 Westview Terrace 134 Wetlands Permit for accessory structure 135 136 City Planner Nolan Wall explained that the applicant was seeking a wetlands permit to construct 137 an accessory structure at 2469 Westview Terrace. The 1.27 -acre parcel contained an existing single 138 family dwelling, zoned R-1, and guided for low density residential development. The applicant 139 intends to construct an eighty square foot accessory structure in the rear yard. The area of 140 disturbance would be within one -hundred feet of the wetland and water resource related area and 141 does not meet the conditions for administrative approval, thus requiring them to come before the 142 Planning Commission for recommendation and ultimate decision by the City Council. 143 144 A building permit is not required for accessory structures under 120 square feet but this gave staff 145 an opportunity to review the code requirements for accessory structures to make sure it would be 146 compliant, even though it was a wetlands permit. The proposed accessory structure did comply 147 with the code requirements with the setbacks being approximately ten feet in the side yard and 148 over 200 feet for the rear yard. The height at eight feet ten inches met the fifteen foot requirement. 149 No other accessory structures were currently located on the property — the code only allowing one 150 accessory structure on a lot of this size — and the size would be under the 144 square foot 151 requirement. 152 153 According to the applicant, the proposed structure would be setback approximately 42 feet from 154 the normal high water mark of the pond. Invasive species were removed from the proposed 155 structure location; however, existing vegetation would provide additional screening from the 156 properties to the south and from the pond itself. The proposed structure would be constructed on 157 support blocks and would be removable. 158 159 Planner Wall described the purpose of the wetland system chapter of the code and stated that the 160 proposed accessory structure's distance from the pond and the limited land disturbance satisfies 161 the purpose and intent of the code. 162 163 Staff recommended approval of this application with conditions based on findings of fact. 164 165 Commissioners asked why the proposed structure was so far away from the current dwelling on 166 the property. 167 168 Chair Field invited the applicant to come forward and make comments or add to the staff report. 169 Mr. Steven Olsen, 2469 Westview Terrace clarified that he has not removed any vegetation from 170 the planned structure area as Planner Wall stated in his presentation. However, he has begun to 171 remove buckthorn from the woods. 172 173 In response to the Commissioner's question regarding the distance from the existing dwelling he 174 explained that the way the property is, the house is constructed and has a walk -out basement and 175 a structure cannot be built anywhere else because of the topography. 176 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 4 Page 5 177 Commissioners asked about the block to be used under the shed and the freedom of water to flow 178 underneath, if necessary. 179 180 Chair Field opened the public hearing. 181 182 Seeing no one coming forward wishing to speak, Chair Field asked for a motion to close the public 183 hearing. 184 185 COMMISSIONER ROSTON MOVED, SECONDED BY COMMISSIONER NOONAN, TO 186 CLOSE THE PUBLIC HEARING. 187 188 AYES:7 189 NAYS:0 190 191 COMMISSIONER NOONAN MOVED, SECONDED BY COMMISSIONER HENNESSY, TO 192 RECOMMEND APPROVAL OF PLANNING CASE #2014-11 BASED ON THE FOLLOWING 193 FINDINGS OF FACT: 194 1. The proposed accessory structure meets the Code requirements for such a structure. 195 2. The project meets the purpose and intent of the Wetlands Systems Chapter of the City 196 Code. 197 3. No existing vegetation within the required buffer area, except invasive species, will be 198 removed. 199 AND SUBJECT TO THE FOLLOWING CONDITIONS: 200 1. Area between the proposed construction and the normal water level of the pond is to remain 201 naturally vegetated. 202 2. Construction and restoration activity, to include re -vegetation of disturbed areas, shall be 203 in compliance with the City's Land Disturbance Guidance Document. 204 205 AYES: 7 206 NAYS: 0 207 208 Chair Field advised the City Council would consider this application at its May 6, 2014 meeting, 209 which begins at 8:00 p.m. 210 211 PLANNING CASE #2014-12 212 Somerset Country Club, 1416 Dodd Road 213 Variance request for accessory structure 214 215 Chair Field mentioned that he would chair this public hearing but would abstain from voting since 216 he is a member of the Somerset Country Club. 217 218 City Planner Nolan Wall began his report by stating that the applicant requested a variance to 219 construct an accessory structure at 1416 Dodd Road. The parcel is 133 acres, contains a country 220 club and golf course, currently zoned R-1, and guided as a golf course on the comprehensive plan. 221 The applicant intended to construct a new 384 square foot accessory structure at the south end of 222 the driving range to be used for storage. April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 5 Page 6 223 The request requires a variance from the number and size requirement for accessory structures in 224 the R-1 district. The use predated the code and the property contained numerous accessory 225 structures. Most recently a similar case was approved [Planning Case 2004-41] for construction 226 and expansion of accessory structures on the property. The proposed structure would be over 400 227 feet from the nearest property boundary line and would be approximately 1,140 feet from the 228 principal dwelling and so would meet the five foot requirement. Accessory buildings on a golf 229 course have a 50 -foot setback requirement from property boundary lines so this structure would 230 be in compliance. The height being twelve feet six inches would meet the fifteen foot requirement. 231 The proposed structure would be white with black shingles, matching some of the existing 232 structures currently on the property. The parcel is over four acres and would be limited to three 233 accessory structures; however, this particular parcel contains ten existing accessory structures. In 234 addition, properties over four acres are limited to 425 square feet total for all accessory structures 235 on the property — the total square footage of the accessory structures currently on the property is 236 unknown but it could be assumed that it was well over the 425 square foot requirement. 237 238 The individual structure is limited, in the R-1 district, to 225 square feet for any single structure. 239 This also would require a variance as the proposed structure would be 384 square feet. Besides the 240 sizing requirements, the proposed structure would meet the applicable set back and height 241 requirements. 242 243 Staff recommended approval of this variance application with conditions and based on the findings 244 of fact. 245 246 Commissioners commented for the need of the variance request being the number of structures on 247 the property and the total square footage devoted to those accessory structures, which Planner Wall 248 confirmed. Commissioners then asked about the practical or unique difficulty being created by the 249 parcel itself, what was the stated practical difficulty or hardship noted in the applicant's previous 250 variance request, the most recent amendment to the zoning code to deal with accessory structures 251 on institutional uses in the R-1 zoning district, and the possibility of recommending the code be 252 reviewed for possible revision for institutional uses in the R-1 zoning district. 253 254 Chair Field invited the applicant to come forward and make comments or add to the staff report. 255 Mr. Dave DuSchane, Golf Pro at Somerset Country Club, 1416 Dodd Road had nothing to add to 256 the staff report. However, he did explain that the structure itself would be very well hidden by trees 257 and would fit in with all of the other structures on the property. 258 259 Commissioners asked Mr. DuSchane to explain why this structure needs to be installed onto the 260 property. He replied that it would be located at the back of the driving range and at the present 261 time there is no storage in that location. When clinics are held (six or seven time per year) staff 262 needs to haul tables, chairs, etc. to that location from the clubhouse, which is 500 yards away. 263 Teaching equipment is also used in that area on a daily basis. 264 265 Mr. DuSchane shared the use and location of the ten accessory structures on the property, which 266 included the clubhouse itself, a home that had been occupied by the former club manager, the pro 267 shop, pool building, pool kiosk, tennis building, etc. 268 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 6 Page 7 269 Chair Field opened the public hearing. 270 271 Seeing no one coming forward wishing to speak, Chair Field asked for a motion to close the public 272 hearing. 273 274 COMMISSIONER VIKSNINS MOVED, SECONDED BY COMMISSIONER MAGNUSON, 275 TO CLOSE THE PUBLIC HEARING. 276 277 AYES: 6 278 NAYS: 0 279 ABSTAIN: 1 (FIELD) 280 281 COMMISSIONER HENNES MOVED, SECONDED BY COMMISSIONER HENNESSY, TO 282 RECOMMEND APPROVAL OF PLANNING CASE #2014-12 BASED ON THE FOLLOWING 283 FINDINGS OF FACT: 284 1. The property's use as a golf course and country club is reasonable and multiple accessory 285 structures are required for storage of equipment and materials. 286 2. The Code's accessory structure standards regarding number and size for residential districts 287 causes a practical difficulty for a golf course/country club use. 288 3. The proposed accessory structure meets the applicable Code standards for setbacks and 289 height. 290 4. The property contains numerous accessory structures and is heavily screened by perimeter 291 vegetation from surrounding roads and uses. 292 5. The proposed accessory structure will be screened by adjacent existing vegetation and will 293 be located at significant distances from any surrounding residential uses. 294 295 AYES: 6 296 NAYS: 0 297 ABSTAIN: 1 (FIELD) 298 299 Chair Field advised the City Council would consider this application at its May 6, 2014 meeting, 300 which begins at 8:00 p.m. 301 302 Discussion 303 304 Chair Field then addressed Commissioner Rostons' suggestion of reviewing the zoning code by 305 explaining that part of the issue that the Commission is dealing with is that over time the City has 306 chosen to put institutional uses into residential zoning districts, which is what creates these 307 dilemmas. One possibility to resolve this would be to rezone all of those institutional uses to a new 308 zoning class or perhaps a separate alternative which might be to incorporate into the existing 309 residential certain zoning wording which would apply to institutional uses in residential zoning 310 districts. 311 312 Over the past eight or nine years the Commission has seen changes in variance standards which 313 put some valuable members of the community at risk when the Commission could conceivably 314 grant no variances. Therefore, it was his suggestion to Planner Wall that the Commission briefly April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 7 Page 8 315 talks about this issue and makes a recommendation to the City Council that they consider 316 suggesting to the Commission that they come back and make some change to the zoning code so 317 these types of issues can be eliminated. 318 319 Commissioner Roston stated that this preference would be to have a new zoning code and new 320 zoning designation; not try to shoehorn it into residential and get into arguments on whether or not 321 something should fit the institutional standards in a residential district or not. 322 323 Planner Wall stated that a City Council Workshop has been scheduled in May 2014 and if a motion 324 were to come forward from this group at this time it could be a perfect time to discuss how the 325 City Council would want, and if they would want to approach this topic in the future. 326 327 COMMISSIONER ROSTON MOVED, SECONDED BY COMMISSIONER VIKSNINS, THAT 328 THE PLANNING COMMISSION, AS AN ADVISORY BODY, RECOMMENDS THAT 329 STAFF SEEK DIRECTION FROM THE CITY COUNCIL ABOUT CREATING AN 330 INSTITUTIONAL ZONING DISTRICT TO APPLY TO THE INSTITUTIONAL TYPE 331 PROPERTIES IN THE CITY OF MENDOTA HEIGHTS. 332 333 Commissioner Noonan asked if it would make sense to give an alternative as well, in case the 334 Council does not want to go as far as doing an institutional zone, by suggesting the look at specific 335 zoning provisions for institutional -type uses in residential districts. It was decided to let the 336 Council decide on what direction they would like to take. 337 338 AYES: 7 339 NAYS: 0 340 341 Hearings (continued) 342 343 PLANNING CASE #2014-09 344 Southview Design, Inc., 2385 Pilot Knob Road 345 Conditional Use Permit for outdoor storage and display, accessory structure, and fence over six 346 feet 347 348 City Planner Nolan Wall explained that the applicant, Southview Design, Inc., has requested a 349 conditional use permit approval for outdoor and display of equipment and materials, an accessory 350 structure, and a fence exceeding six feet. 351 352 The property is located east of Highway 13 on Pilot Knob Road. The 3.2 acre parcel is currently 353 vacant and is zoned and guided industrial on the comprehensive plan. The applicant owns the 354 parcel and is seeking to construct a new corporate headquarters facility on the parcel. In November 355 2013, the Council passed Ordinance 457 which created landscaping and building design and 356 construction as a permitted non -manufacturing use in the industrial district, which would be the 357 principal use of this property. In addition, Council created outdoor storage and display of materials 358 and equipment accessory to landscaping and building design and construction as a conditional use. 359 Therefore, the applicant is seeking conditional use permit for that portion of the proposed 360 development. In addition, they also need conditional use permit approval for the accessory April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 8 Page 9 361 structure in an industrial district and the eight -foot high privacy fence that is proposed to enclose 362 the outdoor storage yard. 363 364 Planner Wall reviewed the site and structure requirements, as well as plans for off-street parking, 365 landscaping, screening, retaining walls, building design and construction, geotechnical analyses 366 restricting the location of the building, the size of the building and specific areas inside, exterior 367 design plans and elevations, rooftop mechanics and adequate screening of same, site lighting, 368 signage plan, outdoor storage and display area, accessory structures, and fencing; all of which 369 would meet or exceed code requirements. 370 371 Proposed access to the development would be through a private driveway constructed within the 372 Perron Road right-of-way at the south property boundary line. The right-of-way is unplatted and 373 exists as a remnant from when the surrounding properties were platted. After staff questioned 374 MnDOT, the county, and others who may have had jurisdiction, it was determined that the right - 375 of -way is within the City's jurisdiction. The existing property to the south also utilizes this for 376 access to their parking lot but they also have an additional access farther south on Pilot Knob Road. 377 The applicant did pursue other access alternatives with Dakota County since Pilot Knob is a county 378 road; however, the county ultimately determined that it would not be an ideal access because it 379 would not line up appropriately with existing accesses across the street and would become unsafe 380 for traffic movements. They then encouraged the applicant to enter into discussions with the City 381 in order to use the Perron Road right-of-way. After discussions with the applicant and in light of 382 other potential developments needing to use the Perron Road right-of-way to access their sites, 383 staff did not recommend vacating the right-of-way at this time. However, the City and the applicant 384 did come to an agreement on a license agreement that would ultimately need to be approved by 385 the City County as a part of this development application. Staff concluded that this access would 386 be the safest and most efficient for vehicle circulation available to the applicant. 387 388 Staff recommended approval of the entire conditional use permit request with conditions and based 389 on the findings of fact. 390 391 Commissioners asked questions regarding the Perron Road right-of-way, the license agreement for 392 use of the Perron Road right-of-way, the development to the south, what would happen if the 393 geotechnical report comes back showing that the proposed location of the development would not 394 work, and which property the existing trees are located on. 395 396 Chair Field invited the applicant to come forward and make comments or add to the staff report. 397 Mr. Chris Clifton, President of Southview Design, Inc. expressed his appreciation to staff for their 398 assistance in putting this plan together. Commissioners asked about their timetable. Mr. Clifton 399 replied that they would like to break ground in June 2014 and be finished by October 2014. 400 Commissioners asked additional questions regarding what would be on the site and where they 401 would be on the site, which Mr. Ryan Slipka, Vice President/Partner of Southview Design, Inc. 402 addressed. 403 404 Chair Field opened the public hearing. 405 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 9 Page 10 406 Seeing no one coming forward wishing to speak, Chair Field asked for a motion to close the public 407 hearing. 408 409 COMMISSIONER NOONAN MOVED, SECONDED BY COMMISSIONER MAGNUSON, TO 410 CLOSE THE PUBLIC HEARING. 411 412 AYES: 7 413 NAYS: 0 414 415 COMMISSIONER VIKSNINS MOVED, SECONDED BY COMMISSIONER ROSTON, TO 416 RECOMMEND APPROVAL OF PLANNING CASE 2014-09 BASED ON THE FOLLOWING 417 FINDINGS OF FACT: 418 1. The proposed use is permitted in the Industrial District and is consistent with the 419 Comprehensive Plan. 420 2. The proposed permitted nonmanufacturing use for "landscaping and building design and 421 construction" meets the off street parking, landscaping and screening, and site and structure 422 requirements of the Code. 423 3. The proposed outdoor storage and display area is compliant with the conditional use permit 424 requirements contained in Ordinance 457 and will be heavily screening by privacy fencing 425 and landscaping from surrounding uses and public roadways. 426 4. Utilization of the unimproved Perron Road right-of-way by license agreement with the City 427 allows for the safest access and most efficient vehicle circulation on the site. 428 AND WITH THE FOLLOWING CONDITIONS: 429 1. A Right -of -Way License Agreement is signed between Southview Partners I, LLC and the 430 City of Mendota Heights. 431 2. A performance bond, with security satisfactory to the City, is supplied by the applicant for 432 the proposed screening and landscaping improvements. 433 3. The applicant shall provide additional information regarding any potential visibility of 434 rooftop mechanical units to ensure compliance with the Code prior to the issuance of a 435 building permit. 436 4. A final lighting plan shall be submitted and approved prior to installation. 437 5. Final building elevations for the accessory structure and storage bins shall be submitted 438 with the final plans as part of the building permit application and approved to ensure 439 compliance with the Code requirements. 440 6. A final sign package shall be submitted for review prior to issuance of a sign permit. 441 7. Circulation and water service on the property shall meet the requirements of the City's Fire 442 Chief for access and fire protection. 443 8. The applicant shall dedicate 10 -foot drainage and utility easements adjacent to all property 444 boundary lines and over stormwater treatment facilities to be recorded by document with 445 Dakota County. 446 9. Geotechnical report and final stormwater model calculations shall be submitted and 447 approved by the City prior to the issuance of Building Permit(s). 448 10. Final plans submitted for building permit shall include structural design details of the 449 retaining wall and fence. 450 11. All soil disturbance, development, and construction activities shall comply with the City's 451 stormwater ordinances and Land Disturbance Guidance Document. April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 10 Page 11 452 453 AYES: 7 454 NAYS: 0 455 456 Chair Field advised the City Council would consider this application at its May 6, 2014 meeting, 457 which begins at 8:00 p.m. 458 459 Discussion of Public Hearing Process 460 461 Chair Field explained that this is a follow-up on the discussion item from the Planning 462 Commission's previous meeting. The question was brought up again as to the reason or purpose 463 of creating a formal process when there has not been one before. Chair Field replied that the 464 Commission has not really had any cases that needed rules of this nature; however, the day could 465 arrive when an issue that needs more order then in the past and he felt that having the ability in the 466 process to enforce rules; it would be more for the situation where rules are needed without trying 467 to create them on the fly. 468 469 Additional discussions followed regarding the need and desire to impose such restrictions on the 470 public. City Attorney Tom Lehmann explained that this is a question that arises in many public 471 bodies or boards. They would definitely have to balance the community's right to present their 472 position versus the right to maintain some sort of semblance of control over the meeting. The cities 473 he represents all limit conversation in public forums to five minutes. The problem really arises 474 when you have a group of people who are saying the same thing and it becomes repetitive. At that 475 point, the body would have the ability to say that they have heard the same point more than once 476 and ask for any new comments. It is probably a good idea to have some form of time limit just so 477 people are aware of it when they come up to speak. But again, there may be times when the body 478 would want to let people go on for longer than the time allows. 479 480 Chair Field mentioned that there have been situations where the public comment or testimony was 481 not related to the proposed plan or amendment and making a 'that is not permissible' statement 482 beforehand certainly allows the chair a lot more flexibility to curtail those comments. 483 484 Planner Wall was asked if he knew what the requirements were for testifying before the City 485 Council and if the process under discussion would be consistent. Planner Wall replied in the 486 negative. However, he did point out that the City Council does not necessarily hold public hearings 487 on planning cases but this commission does. 488 489 Commissioner Roston stated, as he did at the last meeting, that he feels this is unnecessary. 490 However, he would be all right with a rule that states that the Chair has the right to limit discussions 491 to be on topic and after people repeated points the Chair could ask for any new comments rather 492 than a repeat of what has already been said. 493 494 After all Commissioners had been heard from and all topics discussed, it was determined that 495 Planner Wall would return to the next Planning Commission with a revised list of guidelines for 496 review and additional discussion, if necessary. 497 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 11 Page 12 498 Verbal Review 499 500 City Planner Nolan Wall gave the following verbal review: 501 502 PLANNING CASE #2014-07 Lee Violet & Joe Rueckert Conditional Use Permit 503 • Approved by the City Council as recommended by the Planning Commission. 504 PLANNING CASE #2014-08 Roger and Grace Pass Lot Split Application 505 • Approved by the City Council as recommended by the Planning Commission. 506 PLANNING CASE #2014-03 City of Mendota Heights Code Amendment 507 • Approved by the City Council as recommended by the Planning Commission. 508 509 Planner Wall also shared the appreciations and thanks expressed by the City Council for the work 510 done by the Commission and staff on the code amendment. 511 512 Planner Wall also shared the results of the Dakota County Community Development Agency / 513 Maxfield Research Housing Needs Study — the findings of the entire report specific to Mendota 514 Heights. 515 516 Other Announcements 517 518 Planner Wall, in honor of Earth Day, reminded the residents and the Commission that the City's 519 Annual Spring Clean Up is scheduled for Saturday, May 3 at Mendakota Park, from 8:00 a.m. to 520 1:00 p.m. All residents of the City are encouraged to participate. 521 522 The next Planning Commission meeting is scheduled for Tuesday, May 27, 2014. 523 524 Ad'ourn 525 526 COMMISSIONER MAGNUSON MOVED, SECONDED BY COMMISSIONER ROSTON, TO 527 ADJOURN THE MEETING AT 8:40 P.M. 528 529 AYES: 7 1\i,530 NAYS: 0 April 22, 2014 Mendota Heights Planning Commission Meeting — DRAFT Page 12 Page 13 t DATE: TO: FROM: SUBJECT: CITY OF MENDOTA HEIGHTS APPLICANT: PROPERTY ADDRESS: ZONING/GUIDED: ACTION DEADLINE: 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www.mendota-heights.com May 27, 2014 Planning Commission Nolan Wall, AICP Planner Planning Case 2014-16 Conditional Use Permit and Variance Request for Wireless Antenna Facility and Accessory Structure SAC Wireless/Ridge South Condominium Association 1860 Eagle Ridge Drive R-3 Multiple Family Residential/HR High Density Residential July 11, 2014 DESCRIPTION OF THE REQUEST The applicant is seeking a conditional use permit and variance to construct a building -mounted wireless antenna facility and accessory structure. Title 12-1D-4 of the Code requires conditional use permit approval for wireless antennas and accessory structures. Title 12-1D-3(C)(2)(a)(2) of the Code limits residential properties of less than four acres to one accessory structure up to 144 square feet. BACKGROUND The subject parcel is approximately 2.7 acres and contains a multi -family residential condominium building. The parcel is zoned R-3 Multiple Family Residential and guided for high density residential development. The applicant is proposing a 15 -foot tall building -mounted wireless antenna facility on the west side of the roof and a 228 -square foot accessory structure south of the east parking lot. T -Mobile currently maintains a building -mounted wireless antenna facility on the west side of the roof and accessory structure south of the parking lot, which was approved by conditional use permit as part of Planning Case 2006-33. ANALYSIS Title 12-1D-4 of the Code contains regulations regarding wireless antennas, towers, and accessory structures and requires a conditional use permit in all zoning districts. The purpose of the Code section is to protect the public health, safety and general welfare of the community while accommodating the communication needs of residents and businesses, and is necessary to: 1. Avoid potential damage to adjacent properties and personal injury from tower collapse through structural standards and setback requirements. 2. Protect the aesthetic qualities of the community by requiring tower and antenna equipment to be screened from properties within viewing distance of the site and to be designed in a manner to blend in with the surroundings and complement existing structures. Page 14 3. Maximize the use of existing and approved freestanding antenna towers, buildings, and existing light poles for new wireless telecommunication antennas. 4. Minimize the number of freestanding antenna towers needed to serve the community by utilizing collocation. 5. Facilitate the provision of wireless telecommunication services to the residents and businesses of the city. The Code section also contains the following specific evaluation criteria for a conditional use permit application. Wireless Antenna Facility The proposed wireless antenna structure consists of three antennas with six RRH units mounted to 10 -foot tall tower on top of a 4'-8" foot tall elevator penthouse, including associated fiber cable trays. The following Code standards apply to the proposed project: Building Mounted Antennas: 1. Permitted Buildings: Antennas may only be mounted on institutional buildings (churches, schools, businesses, etc.) or multiple family dwellings two (2) stories or higher. Wireless telecommunications antennas are not permitted on attached or detached single-family homes or townhome dwellings. The proposed location is on top of a three-story multi -family residential dwelling structure. 2. Flush Mounting; Color: a. Building mounted antennas must be flush mounted to the sides of the building and painted the color of the building exterior unless the applicant can demonstrate to the council that protrusion above the roofline is necessary for communication effectiveness. Response from the applicant: The foliage (trees) is taller than the building so it's imperative to get above that obstacle. It's a short building on high ground, so it requires us to get a little higher to get over some of the trees and to compensate for the already short RAD Center. Overall, 40 feet is just enough to get over the trees with no excess height. b. In no case shall building mounted antennas or any attachment thereto be allowed to protrude more than fifteen feet (15) above the roofline of the building. The proposed wireless antenna structure will extend 15 feet above the roofline of the building and will be approximately 43 feet above ground. 3. Agreement To Mount On City Property: If both the applicant and the city consent to mounting the antennas on the city's water tower or other municipal building, a developer's agreement may be necessary at the discretion of the city in addition to a conditional use permit. Not applicable. Aesthetics: 1. Design: All freestanding antenna towers shall be of a monopole type design. The use of guyed towers is prohibited. Not applicable. Page 15 2. Color: a. Those portions of all freestanding antenna towers and all antennas which protrude into the air shall be painted eggshell. The applicant is proposing to paint the proposed wireless antenna structure eggshell white, in compliance with the Code requirements. Staff recommends the applicant paint the proposed structure the same color as the existing roof -top structure, which is a dark brown that matches the brick of the condominium building (see attached photos). b. Those portions of all antennas that are flush mounted to the sides of buildings shall be painted to match the exterior of the building. The proposed wireless antenna structure is not flush -mounted. 3. Screening: All accessory buildings to all freestanding towers shall be screened from public view by a landscape plan according to the landscape standards of the appropriate zone and as described in subsection 12 -1D -13-2D1 of this article subject to council review. The proposed accessory structure will be located four feet west of the existing T -Mobile accessory structure, south of the east parking lot (see Sheet C-2). The area contains a mix of existing coniferous and shrub plantings that provide screening from the parking lot and ground -floor units. The applicant is proposing to plant three five-foot tall blue spruce evergreens to provide additional screening from the parking lot and building. Staff recommends that the applicant install additional plantings to completely screen the proposed accessory structure from the ground -floor condominium units. 4. Advertising: Advertising of any kind shall not be permitted on any freestanding antenna tower, antenna, or accessory structure. No advertising is proposed for the wireless antenna facility. S. Lighting: Artificial lighting of any kind shall not be permitted on any freestanding antenna tower, antenna, or accessory structure unless such lighting is required by the FCC, the FAA, or another federal or state regulatory body. If such a requirement exists, only the minimum amount of lighting required shall be allowed. No lighting is proposed for the wireless antenna facility. 6. Prohibitions: Structures, functions, uses or activities that are not found by the city to be specifically necessary for the proper functioning of the antennas shall be prohibited on any antenna or tower without express permission from the city unless the city grants a waiver to this requirement. The applicant is required to comply with this requirement. Safety: 1. Report Of Compliance: For a freestanding antenna tower, the applicant must provide a report from a licensed qualified professional structural engineer certifying that the tower will meet or exceed current EIA/TIA-222-E standards including, but not limited to, standards for withstanding meteorological conditions such as high winds and radial ice. The applicant has submitted a structural analysis report that will be reviewed by a City -contracted structural engineer, at the applicant's cost, to verify compliance with the applicable standards as part of the building permit application. Page 16 2. Compliance With Building And Electrical Codes: All antennas, freestanding antenna towers, and accessory structures shall conform to all building and electrical codes. Compliance with building and electrical codes will be reviewed as part of the building permit application. 3. Fencing. The applicant may be required by the council to erect a security fence around any freestanding antenna. No fencing is proposed for the wireless antenna facility. Accessory Structures For Antennas: 1. Location And General Requirements: Accessory buildings to antennas or freestanding antenna towers must lie completely within all applicable setbacks from all property lines and must otherwise conform to all requirements for accessory buildings within the description of the specific zone. Title 12 -1D -3(B) and (C) of the Code contain the following accessory structure standards for all residential districts: Side and Rear Yard Setback (over 144 sq. ft.) Standard 10 ft. Proposed 27 ft. (closest property line) Principal Building Setback 5 ft. 18 ft. (closest building edge) Structure Height 15 ft. 10 ft. Number of structures (4 acres or less) 1 1 (1 existing) Total size of structure (4 acres or less) 144 sq. ft. 228 sq. ft. (266 sq. ft. existing) As shown in the table above, the proposed accessory structure meets the applicable setback and height requirements. However, as included in the application materials, a variance from the number and size standards for the R-3 District is required. 2. Architecture: a. Accessory structures and equipment buildings shall be designed to be architecturally compatible with any principal structures on the site or, in the absence of such structures, with their immediate surroundings in an aesthetically pleasing manner. b. Accessory structures shall be finished on all sides. c. The planning commission shall review and the council shall approve the design of any accessory structures and equipment buildings. The accessory structure is proposed to be constructed of fiber bond pre -fab concrete and painted to match the existing condominium building. Staff recommends the applicant construct the building with a brick exterior that matches the condominium building. Additional Requirements: 1. Abandoned Structures: a. Removal Required: Unused or obsolete freestanding antenna towers, antennas, structures or apparatus must be removed within six (6) months of when the operation ceases. b. Bond: A successful applicant shall provide an abandonment bond to the city equal to one and a half (11/2) times the current cost of removal and disposal of all antennas and accompanying apparatus as estimated by a consultant selected by the city and paid for by the applicant, which bond shall be used by the city to remove the antennas and apparatus should they become unused or obsolete and the applicant or its successors or assigns become disbarred or otherwise fail to remove said antennas and apparatus. The applicant is required to comply with these requirements. Page 17 2. Other Required Licenses: The applicant must submit proof of any applicable federal, state, or local licenses to the council prior to receiving a building permit. Compliance will be verified as part of the building permit application. 3. Interference With Public Safety Systems Prohibited: The applicant must agree in writing to support, participate in and refrain from interfering with public warning systems and public safety communications and other radio frequencies as may be regulated by the federal communications commission (FCC). The applicant has provided a letter, dated May 4, 2014, acknowledging this requirement. 4. Coverage/Interference And Capacity Analyses: The applicant shall demonstrate, by providing a coverage/interference analysis and capacity analysis, that the location and height of any freestanding antenna tower or antenna as proposed is necessary to meet the communication, frequency reuse and spacing needs of the communication services system, and to provide adequate coverage and capacity to areas that cannot be adequately served by locating the towers in a less restrictive district or on an existing structure, freestanding antenna tower or antenna including such in neighboring municipalities. The applicant has provided information addressing this requirement as part of the coverage, quality, and capacity maps. 5. Compliance With FCC Regulations; Noninterference Required: All new or existing telecommunications service and equipment shall meet or exceed all federal communications commission (FCC) standards and regulations and shall not interfere with any other communications, computers, laboratory equipment or manufacturing equipment, including television and other home electronics. The applicant shall provide to the city a report from a qualified professional engineer guaranteeing noninterference and a copy of the FCC approval of the antenna in regard to noninterference. The applicant has provided a letter, dated May 4, 2014, acknowledging this requirement. 6. Environmental Impact Statement: In the event that the FCC or other agency or other governmental body having jurisdiction requires the applicant to submit an environmental impact statement or similar document, a copy of this document shall be submitted to the city. Not applicable. 7. Nonconformances: Existing nonconforming freestanding antenna towers, antennas, or accessory structures shall be allowed to continue operation unless use of the freestanding antenna tower, antenna, or accessory structure for its intended purpose ceases for a continuous period of six (6) months, in which case, resumption of use shall require a reapplication for a conditional use permit. The applicant is required to comply with this regulation. 8. Area Map: All applications for either a freestanding antenna, a freestanding antenna tower, or a building mounted antenna shall be accompanied by a map of all existing towers and antennas of the same provider within a two (2) mile radius of the proposed site and all future planned antennas of the same provider for the next five (5) years within a two (2) mile radius of the proposed site. The applicant has provided information addressing this requirement as part of the coverage, quality, and capacity maps. Page 18 9. Costs To Applicant: All costs of an application, including, but not limited to, those incurred by city staff time and resources, engineering studies by consultants, and other data as may be required by the city staff the planning commission or the city council shall be borne in full by the applicant. The applicant is required to comply with this regulation. 10. Variances: The council may at its discretion waive any or all of the requirements of this section in order to approve a unique "stealth" or "camouflage" design of freestanding antennas or poles or building mounted antennas if, in the opinion of the council, said apparatus will be sufficiently disguised as trees, light poles, church steeples, or other similar objects. Not applicable. 11. Prohibitions: Use of mobile cell/PCS sites or COWs (cell sites on wheels), or any other temporary antenna apparatus is strictly prohibited except in the case of emergency equipment used for public safety purposes for a limited time during or in the immediate aftermath of a natural disaster or other emergency. (Ord. 429, 8-3-2010) The applicant is required to comply with this regulation. Variance Request As noted, a variance from the number and size standards for an accessory structure in the R-3 District is required as part of the proposed project. When considering a variance for the proposed accessory structure, the City is required to find that: 1. The request is in harmony with the general purposes and intent of the ordinance and comprehensive plan and the applicant proposes to use the property in a reasonable manner. The use of the property for an accessory structure as part of a building -mounted wireless antenna facility is permitted by conditional use permit in the R-3 Zoning District and there is another structure already located on the property. The applicant's desire to construct such a facility, including the accessory structure, is a reasonable use of the property and meets the purpose and intent of the ordinance and comprehensive plan. 2. The applicant establishes there are practical difficulties with complying with the ordinance due to circumstances that are unique to the property which are not created by the applicant or based on economic considerations. The use of the property for another accessory structure is necessary to house the proposed wireless antenna facility's equipment. Applying the existing number and size standards for accessory structures in the R-3 District creates a practical difficulty in locating another wireless antenna facility on the property. 3. The request will not alter the essential character of the locality. Another carrier currently maintains a building -mounted wireless antenna facility and accessory structure on the property. The proposed facility would be similar in height and requires an additional accessory structure located in the same general area as the existing accessory structure. The structures are located in the rear of the property and will be screened from the parking lot, ground -floor condominium units, and surrounding properties. The applicant is proposing to construct the accessory structure with similar colors to the condominium building. Page 19 STAFF RECOMMENDATION Staff recommends approval of the conditional use permit to construct a building -mounted wireless antenna facility and variance request for construction of an accessory structure to exceed the number and size standards for the R-3 District, with the following conditions: 1. A building permit must be obtained prior to construction and installation of the wireless antenna facility. 2. The applicant shall abide by all regulations in Title 12-1D-14 of the City Code, as outlined in the Staff report. 3. The applicant shall enter into an agreement with the Ridge South Condominium Association and provide a copy to the City. 4. The proposed wireless antenna structure is painted to match the existing roof -top structure and the condominium building's brick exterior. 5. The proposed accessory structure is constructed with a brick exterior that matches the condominium building. ACTION REQUESTED Following a public hearing, the Planning Commission may consider the following actions: 1. Recommend approval of the conditional use permit to construct a building -mounted wireless antenna facility and the variance request for construction of an accessory structure to exceed the number and size standards, based on the attached findings of fact. OR 2. Recommend denial of the conditional use permit to construct a building -mounted wireless antenna facility and the variance request for construction of an accessory structure to exceed the number and size standards, based on the findings of fact that the proposed project does not meet the Code requirements and an additional site may be found that does not require a variance for the accessory structure. OR 3. Table the request. MATERIALS INCLUDED FOR REVIEW 1. Aerial site map 2. Conditional Use Permit and Variance Application, including supporting materials 3. Site photos Page 20 FINDINGS OF FACT FOR APPROVAL Conditional Use Permit Request for Building -mounted Wireless Antenna Facility and Variance Request for Accessory Structure 1860 Eagle Ridge Drive The following Findings of Fact are made in support of approval of the proposed request: 1. The proposed project is consistent with the conditional use permit requirements allowing such facilities. 2. The proposed project will not negatively affect the public health, safety and general welfare of the community. 3. Installing a new wireless antenna facility on an existing structure is a preferred means of co -location. 4. The proposed accessory structure is necessary to securely contain the wireless antenna facility's equipment. 5. The proposed accessory structure meets the applicable setback and height requirements, will be screened from the parking lot, ground -floor units, and surrounding properties and be constructed to match the condominium building. Page 21 PLANNING CASE 2014-16 Source: Staff Figure 1: Existing Wireless Antenna Structure (from the north) Figure 2: Existing Wireless Antenna Structure (roof -top) Page 22 Figure 3: Existing Accessory Structure (from east parking lot) Figure 4: Proposed Accessory Structure Location (from east parking lot) Page 23 Figure 5: Proposed Accessory Structure Location (from ground -floor) Figure 6: Proposed Wireless Antenna Structure Location (from the north) Page 24 Planning Case 2014-16 1860 Eagle Ridge Drive Date: 5/20/2014 0 90 SCALE IN FEET 4 City of fll Mendota Heights GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1B50 phone 1 651.452.8940 fax www.mendota-heights.com CITY OF MENDOTA HEIGHTS APPLICATION FOR CONSIDERATION OF PLANNING REQUEST Office Use Only: Case#: -1",1K-16 Fee Paid: tr o v Application Date: Sl ? ! Y Staff Initials: >� Applicable Ordinance #: r O Section: ! Y Existing Zoning: Ci. - 3 Proposed Zoning: (L - 3 Existing Use: /L• r I i to it-v.i.ri 1 Proposed Use: ✓ t ? Property Address/Street Location: 1860 Eagle Ridge Drive, Mendota Heights, MN 55118 Applicant Name: SAC Wireless for AT&T Phone: 612-226-6470 Applicant E -Mail Address: Christopher.Rohr@sacw.com Applicant Mailing Address:4300 Market Point Drive, Bloomington, MN 55435 Property Owner Name: Eagle Ridge Condo Assn phone: 651-470-8575 Property Owner Mailing Address: 1860 Eagle Ridge Drive, Mendota Heights, MN 55118 Legal Description & PIN of Property: (Complete Legal from Title or Deed must be provided) 27-22451-01-06 Thru 061 CIC #9 The Ridge South Condominium Apartment Type of Request: LI Rezoning Variance LI Subdivision Approval LI Code Amendment Conditional Use Permit LI Wetlands Permit LI Critical Area Permit LI Lot Split LI Conditional Use Permit for PUD LI Preliminary/Final Plat Approval LI Comprehensive Plan Amendment LI Other I hereby declare that all statements made in this request and on the additional material are true. I further authorize City Officials and agents to inspect the above property during daylight hours. __ li1�s ��rr /g 4s5% ! ,4 5/71/ q ture of Applicant Dat Page 25 -2g.i Signature of Owner 5-7'i`% Date Signature of Owner (if more than one) Date Planning Application (modified 1/28/2014) Page 1 of 1 CITY OF MENDOTA HEIGHTS. 1101 Victoria Curve. I Mendota Heights, MN 55118 6514521850 phone 1 651A52.8940 fax www,mendota-heights.com CONDITIONAL USE PERMIT REQUEST Applications will be scheduled for consideration by the Planning Commission and/or City Council only after all required materials have been submitted. Application submittal deadlines are available on the City's website or by contacting the City Planner. Late or incomplete applications will not be put on the agenda. Office Use Only: Applicant: Address: (46 APPLICATION REQUIREMENTS: • Dated original of all the materials checked must be submitted by the end of the business day the Monday before the first Tuesday of the month. • If all original materials are 11 x 17 or smaller — only submit originals. • If materials are larger than 11 x 17, please provide 24 copies, folded to 8 1/2x 11. • Any drawing in color— must submit 24 copies. The following materials must be submitted for the application to be considered complete: ,Er Fee, as included in Fee Schedule (check payable to City of Mendota Heights) NOTE: Planning Application fees do not cover building permit fees, utilities, or other fees which may be required for you to complete your project. ed Completed Application Form (only original needs to be submitted). ,E' Sketch plan showing all pertinent dimensions, and including the location of any easements having an influence upon the variance request. Letter of Intent. Site Development Plan, including: Location of all buildings, including existing and proposed. ,3' Location of all adjacent buildings located within 350' of the exterior boundaries of the property in question. ❑ Floor area ratio. ❑ Location and number of existing and proposed parking spaces. ❑ Vehicular circulation. -Iff Architectural elevations (type and materials used on all external surfaces). ❑ Sewer and water alignment, existing and proposed. ❑ Location and candle power of all luminaries. Location of all existing easements. Page 26 le PIG - Conditional Use Permit Request (modified 12/6/2013) Page 1 of 2 Dimension Plan, including: eEr Lot dimensions and area. r Dimensions of proposed and existing structures. 21" "Typical" floor plan and "typical" room plan. Setbacks on all structures existing or proposed on property in question. ,E' Proposed setbacks. Grading Plan, including: ❑ Existing contour. ❑ Proposed grading elevations. ❑ Drainage configuration. ❑ Storm sewer catch basins and invert elevations. ❑ Spot elevations. ❑ Proposed road profile. Landscape Plan, including: ,EI- Location of all existing trees, type, diameter and which trees will be removed. rEi Location, type and diameter of all proposed plantings. ,l f Location and material used of all screening devices. NOTES: Conditional Use Permit Request (modified 12/6/2013) Page 2 of 2 Page 27 Page 28 CITY OF MENDOTA HEIGHTS 1101 Victoria Curve, 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www,men dote-heights.co.m VARIANCE CHECKLIST/QUESTIONNAIRE Applications will be scheduled for consideration by the Planning Commission and/or City Council only after all required materials have been submitted. Application submittal deadlines are available on the City's website or by contacting the City Planner. Late or incomplete applications will not be put on the agenda. Case #: Applican Address:1 o Eag Le: er 0 r. A variance is a request to vary from the City of Mendota Heights zoning standards. Under Minnesota State Law, variances shall only be permitted when they are in harmony with the general purposes and intent of the zoning code and when consistent with the comprehensive plan. Variances may be granted when the applicant establishes that there are practical difficulties in complying with the zoning standards. "Practical difficulties," in regards to variance requests, has three parts: (1) the proposed use of the property is a reasonable; (2) unique circumstances exist on the property which are not created by the landowner; and (3) the variance, if granted, will not alter the essential character of the neighborhood. Please consider these requirements carefully before requesting a variance. APPLICATION REQUIREMENTS: • Dated original of all the materials checked must be submitted by the end of the business day the Monday before the first Tuesday of the month. • If all original materials are 11 x 17 or smaller — only submit originals. • If materials are larger than 11 x 17, please provide 24 copies, folded to 8 1/2 x 11. • Any drawing in color — must submit 24 copies. The following materials must be submitted for the application to be considered complete: )2"' Fee, as included in Fee Schedule (check payable to City of Mendota Heights) NOTE: Planning Application fees do not cover building permit fees, utilities, or other fees which may be required for you to complete your project. 1Z1" Completed Application Form (only original needs to be submitted). ,J Sketch plan showing all pertinent dimensions, and including the location of any easements having an influence upon the variance request. Letter of Intent. Please complete the attached questions regarding your request. Variance Checklist/Questionnaire (modified 12/6/2013) Page 1 of 3 Page 29 Eagle Ridge - 12734889 - Variance Checklist Questionnaire 1. In your opinion, does the proposal put the property to use in a reasonable manner? Yes or No, Why or Why not. Yes. This building is currently being used as a Wireless Telecommunication Service Facility for another carrier. Installing new wireless telecommunication equipment on an existing structure is a preferred means of co -location in most jurisdictions. The variance is to allow the additional accessory structure on the same property at a slightly larger size. The size of the pre -fabricated equipment shelter is necessary to safely house the support equipment for the roof top antennas. 2. Please describe the circumstances unique to the property (not created by you). Under the existing City Code requirements, properties under 4 acres are limited to one accessory structure not to exceed 144 square feet. We are seeking relief from this requirement for permission to add an additional 228 square foot shelter adjacent to the existing equipment used by the existing carrier. 3. In your opinion, will the variance, if granted, fit with the character of the neighborhood? Yes or No, Why or Why not Yes. Under the existing City Code requirements, the proposed equipment shelter must be architecturally compatible with the principal structure. We are working closely with City Staff to ensure that this guideline will be met. Page 30 PROPERTY DESCRIPTION: (per Linear Title and Closing File No. MD7-266415—C, dated July 22, 2013.) The land referred to herein below is situated in the County of Dakota, State of Minnesota, and is described as follows: Lot one (1), Block One (1), Eagle Ridge Plat 2, according to the Plat thereof on file and of record in the office of the Register of Deeds within and for said County. PARCEL/ TAX ID #: UNAVAILABLE This being the same property conveyed to The Ridge South Condominium Apartments, a Joint Venture consisting of Multiple Bream, Inc., a Minnesota Corporation, and Tuminelly, Inc., a Minnesota Corporation, as Instrument Nos. 416045, 423266, and 423268. SCHEDULE "B" EXCEPTIONS: (per Linear Title and Closing File No. MD7-266415—C, dated July 22, 2013.) — No Plottable Exceptions. © 2014 WIDSETH SMITH NOLTING SITE SURVEY PROPOSED LEASE AREA DESCRIPTION: That part of Lot 1, Block 1, EAGLE RIDGE PLAT NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Commencing at the northwest corner of the Northeast Quarter of Section 26, Township 28 North, Range 23 West of the Fourth Principal Meridian, said Dakota County; thence South 89 degrees 36 minutes 21 seconds East along the North line of said Northeast Quarter, a distance of 754.45 feet; thence South 0 degrees 23 minutes 39 seconds West, a distance of 1125.17 feet to the Point of Beginning of the lease area to be described; thence North 44 degrees 53 minutes 37 seconds East, a distance of 25.00 feet; thence South 45 degrees 06 minutes 23 seconds East, a distance of 30.00 feet; thence South 44 degrees 53 minutes 37 seconds West, a distance of 25.00 feet; thence North 45 degrees 06 minutes 23 seconds West, a distance of 30.00 feet to Point of Beginning. PROPOSED ACCESS & UTILITY EASEMENT DESCRIPTION: A 20.00 foot wide easement for ingress, egress and utility purposes over, under and across Lot 1, Block 1, EAGLE RIDGE PLAT NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, the centerline of said easement is described as follows: Commencing at the northwest corner of the Northeast Quarter of Section 26, Township 28 North, Range 23 West of the Fourth Principal Meridian, said Dakota County; thence South 89 degrees 36 minutes 21 seconds East along the North line of said Northeast Quarter, a distance of 754.45 feet; thence South 0 degrees 23 minutes 39 seconds West, a distance of 1125.17 feet; thence North 44 degrees 53 minutes 37 seconds East, a distance of 25.00 feet; thence South 45 degrees 06 minutes 23 seconds East, a distance of 10.00 feet to the Point of Beginning of the centerline to be described; thence North 44 degrees 53 minutes 37 seconds East, a distance of 38.56 feet; thence North 45 degrees 06 minutes 23 seconds West, a distance of 107.40 feet to a point hereinafter referred to as Point "A" ; thence continue North 45 degrees 06 minutes 23 seconds West, a distance of 47.30 feet; thence North 35 degrees 54 minutes 08 seconds West, a distance of 79.19 feet to the southerly right of way line of Eagle Ridge Drive and said centerline there terminating. The sidelines of said easement shall be shortened or lengthened to terminate at said Southerly right of way line of Eagle Ridge Drive. TOGETHER WITH A 10.00 foot wide easement for ingress, egress and utility purposes over, under and across said Lot 1, the centerline of said easement is described as follows: Beginning at previously described Point "A" ; thence South 44 degrees 53 minutes 37 seconds West, a distance of 36.06 feet and said centerline there terminating. PROPOSED UTILITY EASEMENT DESCRIPTION: A 5.00 foot wide easement for utility purposes over, under and across Lot 1, Block 1, EAGLE RIDGE PLAT NO. 2, according to the recorded plat thereof, Dakota County, Minnesota, the centerline of said easement is described as follows: Commencing at the northwest corner of the Northeast Quarter of Section 26, Township 28 North, Range 23 West of the Fourth Principal Meridian, said Dakota County; thence South 89 degrees 36 minutes 21 seconds East along the North line of said Northeast Quarter, a distance of 754.45 feet; thence South 0 degrees 23 minutes 39 seconds West, a distance of 1125.17 feet; thence North 44 degrees 53 minutes 37 seconds East, a distance of 25.00 feet; thence South 45 degrees 06 minutes 23 seconds East, a distance of 10.00 feet; thence North 44 degrees 53 minutes 37 seconds East, a distance of 2.50 feet to the Point of Beginning of the centerline to be described; thence North 45 degrees 06 minutes 23 seconds West, a distance of 99.78 feet; thence South 44 degrees 00 minutes 02 seconds West, a distance of 24.82 feet; thence North 70 degrees 06 minutes 23 seconds West, a distance of 18.11 feet; thence South 46 degrees 39 minutes 56 seconds West, a distance of 9.70 feet and said centerline there terminating. SHEET 1 OF 2 SHEETS c• at&t 4300 MARKET POINTE DRIVE, SUITE 350 BLOOMINGTON, MINNESOTA 55435 SITE NAME:EAGLE RIDGE SITE NUMBER: MPLSMNU3256 1860 Eagle Ridge Drive Mendota Heights, MN 55118 No. Date REVISIONS By CHK APP'D FIELD WORK: 9/3/13 CHECKED BY: BTB DRAWN BY: JMB/SMK/THD I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE: DATE: 3/27/14 BRYAN T. BALCOME, L.S. LICENSE # 42594 FULL SCALE ON 22"x34" HALF SCALE ON 11"x17" 0494A0849.001 WIDSETH SMITH NOLTING Engineering Architecture Surveying Environmental Page 31 SITE SURVEY Northwest corner of the NE 1/4 of Sec. 26, Twp. 28 N, Rng. 23 W �. I a ``_„/ Y' ♦ V" i / / / / / ./ / / / / rn 0 Southerly Right of Way line of --� Eagle Ridge Drive \ S89°36'21 "E 754.45 ,-- North line of the NE 1/4 GE DR�� E Pup1\c R PGCE RIDGE °f way E 9 CENTER OF EXISTING ELEVATOR SHAFT - MAIN ENTRANCE ELEVATION= 915.6 MAIN ROOF ELEVATION= 942.6 MAIN ROOF PARAPET ELEVATION= 943.0 ELEVATOR PENTHOUSE ROOF ELEVATION= 946.7 ELEVATOR PENTHOUSE PARAPET ELEVATION= 946.9 TALLEST APPURTENANCE ELEVATION= 960.8 LATITUDE= N44° 53' 15.896" LONGITUDE= W93° 08' 02.878" SEE DETAIL / / / / / / / / / / / / /' / /' /' / .<> ' ' ' ' / //// LOT 1 Northeast corner of the NE 1/4 of Sec. 26, Twp. 28 N, Rng. 23 W \\ • /1 I / / / / / / / / / South line of the NW 1/4 of the NE 1/4 --, of Sec. 26, Twp. 28 N, Rng. 23 W. \\\ / / / / / / ./ / / ,/ / / ,/ ,/ /1 NAVD88 NAVD88 NAVD88 NAVD88 NAVD88 NAVD88 NAD83 NAD83 I I 903 \ • • 001 • / • \ ••\ \ • 905 i 2>>\ `9p6 N x1p "-Proposed 20' wide Access --< 10" i & Utility Easement `\ 908 Proposed 5' wide / Utility Easement 36" / EXISTING ,y- TRANSFORMER \ \.9\\`\G �\ oo\\N SMS 1 I 1 1 1 1 I I v 908 4 `g \ EXISTING AIR CONDITIONER ON CONCRETE SLAB WITH CONTROL PANEL • 0 • • / • • • • \ • J • 1 1 I N 1 I ' I ti -I EXISTING VENT 1 1 1 1 1 /%�� 1 Proposed 10' wide Access -sem ' f & Utility Easement • • EXISTING VENT -T. 1 Point of Beginning of I Proposed Lease Area , SEE DETAIL � I i I EXISTING T -MOBILE COAXIAL BLOCK 1 ,1 N Y'T 1 • \"/ CENTER OF EXISTING ELEVATOR SHAFT MAIN ENTRANCE ELEVATION= 915.6 MAIN ROOF ELEVATION= 942.6 MAIN ROOF PARAPET ELEVATION= 943.0 ELEVATOR PENTHOUSE ROOF ELEVATION= 946.7 ELEVATOR PENTHOUSE PARAPET ELEVATION= 946.9 LATITUDE= N44° 53' 15.210" LONGITUDE= W93° 08' 05.159" SEE DETAIL NAD83 NAD83 I I I / • • ' I • g08 vv /// \ 1. / /- • • 3" PROPOSED LEASE AREA I I / / / / / / i I I , I • 9j / / i f / / /• , / 0. 8 oNe Nz 2GG)Q�• � NAVD88 NAVD8 NAVD88 NAVD88 NAVD88 0 \ i / • .c. e, \ .0 e o� i'e 6s vQQ�oQos ��O�� 30 60 SCALE ( IN FEET ) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM NAD83 (1986) • = DENOTES A FOUND IRON MONUMENT / • 0°07'41" SURVEYOR NOTE: Utilities are per observed evidence and from markings per GOPHER STATE ONE CALL Locate Request Ticket No. 132392773, dated August 28th, 2013. © 2014 WIDSETH SMITH NOLTING GRID NORTH GEODETIC NORTH MAGNETIC NORTH LEGEND W M U • T O H n E 0 0 WATER VALVE SANITARY MANHOLE SIGN SINGLE POST TREE DECIDUOUS TREE CONIFEROUS CATCH BASIN TELE HANDHOLE ELEC METER TELE PEDESTAL YARDLIGHT GROUND ACCESS COVER SHRUB 0 0 0 0 0 UGT O EDGE OF WOODS FENCE WOOD FENCE CHAINLINK BOUNDARY LINE SECTION LINE EASEMENT LINE RIGHT OF WAY LINE SIXTEENTH LINE UNDERGROUND TELE CONCRETE SURFACE GRAVEL SURFACE • • • • • • • • ' 906• \ •\ • -- 908 \ \ • • \ 908 • • • • • • • \ \\ • • • • • EXISTING LANDSCAPING -, �� \ \ \ \ / 970 \1 / _ / \ \ / </D0 /'b°CO ,\0 - A i ,/1 '\ _- / \\---- i/� `��0 �/••••• \_ / X23" -- - /9 „/ / \YV 1._ �-i // `--r- 1 �' / / \ \ \ \ v \ \ \\G \ \� \\ \� • • • \\ '90,9 \ \ \ \ \• \ • • `• v //�vv \ \ / \ \ • • 77 • • BITUMINOUS • • • • • • • 1 - EXISTING VENT • • • • • • • • • • • C/G,i 906 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - EXISTING TRANSFORMER • • • o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • \i, PARKING • • • • • • • • • • • • • • • • • • \\ EDGE BITUMINOUS • • • • • • • • • • • • • • • • • • • • • • 90 0 10 DETAIL • • • • • • • • • • • • • • • • 11 11 • If • • • • • • • • • • 20 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Point of Beginning of Proposed Lease Area EXISTING T -MOBILE COAXIAL P. • • • \ AREA • • • • • • 12' WIDE ACCESS GATE Woods • • • • • - EXISTING T—MOBILE EQUIPMENT ON PLATFORM EXISTING ZAYO CABINET Woods 4. ok SHEET 2 OF 2 SHEETS at&t 4300 MARKET POINTE DRIVE, SUITE 350 BLOOMINGTON, MINNESOTA 55435 SITE NAME:EAGLE RIDGE SITE NUMBER: MPLSMNU3256 1860 Eagle Ridge Drive Mendota Heights, MN 55118 No. Date REVISIONS By CHK APP'D FIELD WORK: 9/3/13 CHECKED BY: BTB DRAWN BY: JMB/SMK/THD I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA DATE: 3/27/14 BRYAN T. BALCOME, L.S. LICENSE # 42594 FULL SCALE ON 22"x34" HALF SCALE ON 11"x17" 0494A0849.001 WIDSETH NOLTING SMITH Engineering Architecture Surveying Environmental Page 32 SITE PHOTO 1/4‘:44 at8et "NO JOB IS SO IYPoRTANT. AND ND SERVICE IS SO URGENT -THAT WE CANNOT TAKE TIME TO PERFORM OUR (FORK SAFELY.'C-2 PROJECT.. NSB—COLOCATE ID..„, AT&T SITE ID: MPLSMNU3256 AT&T FA#: 12734889 PTN#: 3511607112 EAGLE RIDGE 1860 EAGLE RIDGE DR MENDOTA HEIGHTS MN 55118 ENGINEERING i 4111115, �`��ltt 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 2012 INTERNACODE 2011 NATIONAL ELECTRICAL CODE TIA/EIA-222—FTIONAL BUILDING `gg� `7 is rti v . * I t1' r' -a Vii\ ar n F- �•' r 1419,:, '. DRAWING INDEX SHEET SHEET TITLE COVERR TITLE PAGE " !Ell WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 C-1 OVERALL SITE PLAN - ENLARGED SITE PLAN C-3 SHELTER PLAN 0-4 SHELTER DETAILS C-5 SHELTER FOUNDATION C-6 SITE DETAILS C-7 SITE DETAILS 0-8 CABLE HOUSING DETAILS WESTCHESTER SERVICES LLC C-9 SIGNAGE DETAILS C-10 SPECIAL INSPECTIONS C-11 CIVIL SECTIONS NOTES 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX e47-277 AEC�westchesterSerVi4e5.cOm ices. C-12 CIVIL SECTION NOTES PROJECT INFORMATION T-1 TOWER ELEVATION SITE ADDRESS: 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 COUNTY: DAKOTA SITE NAME; EAGLE RIDGE SITE NUMBER: MPLSMNU3256 FA NUMBER: 12734889 USID NUMBER: 1491207) LATITUDE (NAD83): N 44' 53' 15.21D" LONGITI!DE NAD8.3 • W 93' 08' 05-159" ( ) GROUND ELEVATION 915.6' ANTENNA RAD: 40'-0° ZONING DISTRICT: R3 MULTIPLE FAMILY RESIDENTIAL GROUND OWNER: EAGLE RIDGE CONDO ASSOCIATION 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 LANDLORD CONTACT: REDD1860@AOL-COM POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: CENTURYLINK SITE ACQUISTION MANAGER: JUSTIN TERRY0` SAC WIRELESS 1501 WOODFIELD RD; SCHAUMBURG, IL 60173 JUSTIN.TERRY@SACW.COM CONSTRUCTION MANAGER: JUSTIN O'CONNER SAC WIRELESS 1501 WOODFIELD RDr SCHAUMBURG, IL 60173 JUSTIN.00ONNEROSACW.COM T-2 ANTENNA CONFIGURATION JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON. IL 60010 TELEPHONE. 647-277-0070 FAX : 847-277-0060 T-3 ANTENNA MOUNTING & RRH MOUNTING REQUIREMENTS T-4 ANTENNA &CABLE REQUIREMENTS T-5 COAX COLOR CODING T-6 TOWER EQUIPMENT DETAILS PROJECT INFORMATION T 7 SYSTEM DIAGRAM T-8 SPECIAL INSPECTIONS VICINITY MAP LOCAL MAP - T-9 TOWER SECTION NOTES - OWNER SIGNATURE '''',31,...csp1yuav L±'1 Aro iy m• ., , ,_., 1 1 EerooOyu Par* DL l•if Indic',ti a't~eresvkiyrra res 4 G '_ New..e., 3 . r°'"""` ., • _ c manIW ° _ Ie ,o ha.e ee �I. ? t s o � TI,.. "'°' '"� N.-_-, ti .ro ar-Lnkr rti,„i + • _LANDLORD/PROPERTY �~ 6v�� y�? " our �' Iroo s ehtla en'seaunuy; Coy. SChgd =' ", E-1 ELECTRICAL PLAN E-2 ELECTRICAL SHELTER PLAN E-3 ELECTRICAL DETAILS 54 DCr.IRrUITDIAGRAAd I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: M. SIGNATU: 05/05/ LICENSE # 26379 E-5 TELCO INTERFACE E-6 ELECTRICAL AC ONE -LINE DIAGRAM E-7 COAX & JUMPER COLOR CHART E-8 GROUNDING SITE PLAN eryeea oxio=r ww:. P., i W .k U,d 1 rNea.t�,,+n rt,nl:a mea I,�L, ti si �_ eF ;' �'�'' �!% 54 v,cton®Ifighland Pak E-9 GROUNDING SHELTER PLAN E-10 ANTENNA GROUNDING PLAN ion nv, "°fan SI Louis Pal Ju•,ler .W Posey Ile �' °ev ' V/ 'w•a.Nr n _ ) r r ., .qka,' i peappl's r*^' l ”" ° " 'tEi 1 C l"r Si•Paulw .� - I.tap �� C �, �^ MsrrP rk " ° esveW MerleAveW - • D E-11 GROUNDING DETAILS E-12 GROUNDING DETAILS 0-13 GROUNDING DETAILS E-14 GROUNDING DETAILS EXP. 06/30/14 E-15 ELECTRICAL SECTION NOTES ;Av.," 111M! r m� Ii ` i ` to rho, ° ,anyrt..vr. . / tr.t St Paul as` _ „ n .y r,. 4"b` air E-16 LOAD CENTER SCHEDULE - R A VIOLATION OF TAW FOR ANY PERSON, N-1 GENERAL NOTES UNLESS THEr ARE WING UNDER THE DIRECTION OF A LICEALTERNSED THIS ARCHITECT, N-2 GENERAL CONCRETE WORK NOTES -.<1 270' �tih 80' N ;If 90'> 3s, s`s+ l s= ? d : ia.ghp r9t&l..e _J�ew,r nvr '° -.•Fa c ) ' / L'yan "r"` R / N muss andRec g16 l' '- °`' ,r "' E c .=fie I I - . Ips - r` Vulse <270" 180, N _ 0 0° € ow :out o aR85 6sREV , Yr�D� VP 90' ' rss - ` u S-1 STRUCTURAL DETAILS 1 5/5/1+ REVISED PERU/CONSTRUCTION REDS RF DATA SHEET (TO BE INSERTED AT SUBMITTAL KEEP THIS PLACE HOLDER) 1 04/17/14 REVISED Pxurt/carasRucnor 0 03/27/14 PERur/cDNssRucrwN � THESE DRAWINGS ARE BASED] ON RFDS DATED 04/17/14 PROJECT LOCATION. EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 551 18 '.-- 11"X17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED NO SCALE TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN MINNESOTA, CALL GOPHER STATE ONE CALL TOLL FREE: 1-80D-25201166 OR FAX A LOCATE: 1-800-236-4967 wN mous e`°D"61"" °"° """s "°, ro °cw"r€ DRIVING DIRECTIONS DRAWING DESCRIPTION DIRECTIONS FROM 4300 MARKET POINTE DRIVE: HEAD EAST ON MARKET POINTE DR TOWARD JOHNSON AVE S FOR APPROX. 387 FEET. TAKE THE 1ST LEFT ONTO JOHNSON AVE S FOR APPROX. 95 FEET. TAKE THE 1ST RIGHT ONTO MINNESOTA DR FOR APPROX. 0.2 MILES. SLIGHT RIGHT TO MERGE ONTO 1--494 E FOR APPROX. 0.3 MILES. MERGE ONTO 1-494 E FOR APPROX. 5.4 MILES. TAKE EXIT 1A TO MERGE ONTO MN -5 EXIT TOWARD MINNEAPOLLS FORT SNELLING/HASTINGS FOR APPROX. 0.4 MILES. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR MN -55 E/MENDOTA BRIDGE AND MERGE ONTO MN -55 E/MINNESOTA STATE HWY 55 0 FOR APPROX. 1.2 MILES. KEEP LEFT TO CONTINUE ON MN -110 E, FOLLOW SIGNS FOR MINNESOTA 13 N/MINNESOTA 110 FOR APPROX. 1.1 MILES. TURN LEFT ONTO LEXINGTON AVE 5 FOR APPROX. 384 FEET. TURN RIGHT ONTO VICTORIA RD 5 FOR APPROX. 0.7 MILES, TURN RIGHT ONTO EAGLE RIDGE DR FOR APPROX. 489 FEET. SITE LOCATION WILL BE ON THE SOUTH SIDE OF THE STREET. COVER PROJECT MANAGER JANICE DELINS PROJECT MANAGER AT&T MOBILITY 4300 MARKET POINTE DR BLOOMINGTON, MN 55435 DESK: (952) 656-9309 CELL: (952) 258-3192 EMAIL: jd799u®att.com —THESE PLANS ADHERE TO ALL OF THE REQUIREMENTS CALLED OUT IN THE JURISDICTION PLANNING AND ZONING FOR ANTENNAS AND SUPPORT STRUCTURES WHERE SITE IS LOCATED. —SUBCONTRACTOR SHALL VERIFY ALL PLANS ANO EXISTING CONDITIONS ON SITE. IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY WORK OR 80 RESPONISBLE FOR THE SAME. DRAWING NUMBER TITLE PAGE 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-O' MINIMUM SEPARATION BETWEEN THE PROPOSED LTE GPS ANTENNA AND TRANSMITTING ANTENNAS. 3. PROPERTY UNES ARE APPROXIMATIONS ONLY. 4. ANTENNAS & MOUNTS OMITTED FOR CLARITY. 5. FOR FIBER TRUNK REF AT&T LTE GUIDE UNES REV. 1.9 PAGE 13 TABLE 2.1.2. 6. FOR DC POWER CABLE TRUNK REF AT&T LTE GUIDE UNES REV 1.9 PAGE 14 TABLE 2.1.3 WOOD FENCE CHAJNUNK FENCE LEASE AREA PROPOSED ICE BRIDGE - —x — x — x — • EXISTING ICE BRIDGE rVo o 0,0,0 0n0n0 (_ NOTES LEGEND NOTE: NEW AT&T SHELTER TO BE FIBER BOND PREFAB CONCRETE SHELTER. PANT TO MATCH ZONING C00E. EXISTING FIBER HAND HOLE EXISTING TELCO PROPOSED PROPOSED 8' UTILITYEASE-MENT; • • •,EXISTING TRPNSFORMER' EXISTING T -MOBILE OUTDOOR OEQUIPMENT AND FENCED AREA v , REMOVE EXISTING SHRUBS ANO TREES. SEE SHEET C-2 PROPOSED 11'-5'X20'-0' AT&T EQUIPMENT SHELTER PROPOSED25'-O'X30'-0' AT&T LEASE AREA TRENCH (3) NEW 6' CONDURS ,`FROM NEW EQUIPMENT SHELTER • 'TO EXISTING BUILDING • PROPOSED CABLE TRA' RUN UP. THE SIDE OF EXISTING BUILDING. (.3) NEW AT&T 6' PVCCONDURS W/(3) NEW FIBER CABLES AND (6) NEW DC POWER CABLES RUN ACROSS ROOFTOP TO NEW AT&T ANTENNAS. (SEE DETAIL: #8/T-6) PROPERTY girP alt 1sua $a�� PROPOSED AT&T BROADBAND TOWER ON ELEVATOR PENTHOUSE WITH PROPOSED AT&T ANTENNAS ON PROPOSED AT&T ANTENNA MOUNT. SEE HEET S-1 FOR DETAILS `eft **I.T#Iy*1.1.4/EN*I.l. EXISTING CARRIER ANTENNAS ANO ANTENNA MOUNT EXISTING POOL AREA L— � •.-,--'fi ,."..,,,,,•..6.,'L.,....,''.. } �• +_PROPERTY UNE J' /• / EJfiSTING •,WOODED AREA' • N 4 64 y se. 40. Jik 40 4 1110. THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT, CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED -SITE INSTALL (1) 11'-5'X20'-0' FIBERBOND EQUIPMENT SHELTER RRENCH/NSTALL (3) NEW UNDERGROUND CABLE CONDUITS PROPOSED -TOWER NSTALL (1) NEW 10'-D' TALL TOWER ON ROOFTOP NSTALL (3) NEW COMMSCOPE SY-QVID-8 FRAMES NSTALL (3) UMTS 850 RAH, 1 PER SECTOR NSTALL (3) UMTS 1900 RRH, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH WCS, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH AWS, 1 PER SECTOR NSTALL (6) ALCATEL-LUCENT RRH LTE 700L P2, 2 PER SECTOR NSTALL (9) ANDREW SBNHH-119658 ANTENNAS, 3 PER SECTOR NSTALL (1) RAYCAP DCB -48-60-0-8F SURGE PROTECTION UNIT NSTALL (2) RAYCAP DC6-48-60-18-BF SURGE PROTECTION UNIT NSTALL (12) MOUNTING PIPES NSTALL (6) DC POWER CABELS NSTALL (3) FIBER CABLES PROPOSED -SHELTER INSTALL (1) EMERSON POWER BAY INSTALL (1) PROPOSED EMERSON BATTERY STACK INSTALL (2) 23' FIF RACK(S) OVERALL SITE PLAN o' 30' 60' 1�— 1 "=60'-0' 1 PROJECT DESCRIPTION atsit 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 &a, WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE .300 EAST SCHAUMBURG, IL 60173 ©WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE; 847-277-0070 FAX : B47-277-0080 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE � 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: aH _ . BAN SIGNATUR DATE. ' 5/05/14 LICENSE / 26379 EXP. 06/30/14 RIS A VD.A1pN OF IM FOR AIM POEM, UNLESS THEY ARE Ammo UNDER THE OREtflON OF A WEN= PROFESSIdYiL AAEIIRECT, 10 ALTER 110 DOC MElit • PROJECT LOCATION' EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWINQ DESCRIPTIO OVERALL SITE PLANS DRAWING NUMBER C-1 Page 33 1 9/9/14 REUSED PFAurt/CONSTRUc1ION 1 04/17/14 REUSED PERMIT/G0161m1rn014 0 03/27/14 PEAMIT/CONS1RUCR011 REY DUE OE91nP71011 PROJECT LOCATION' EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWINQ DESCRIPTIO OVERALL SITE PLANS DRAWING NUMBER C-1 Page 33 Page 34 • • .r♦ EXISTING PARKING LOT 4ae PLANT (3) NEW BLUE SPRUCE EVERGREEBNS id/ 1/ EXISTING CLUMP SPIREA BUSHES TO REMAIN 4 PROPOSED B' UTILITY EASEMENT (1) EXISTING HAWTHORN BUSH TO REMAIN EXISTING UTILITY H -FRAME NOTE: ALL DISTUR8ED GRASS AREAS TO BE GRADED AND RESEEDED WITH SEEDED EROSION CONTROL BLANKETS PROPOSED 12' ACCESS EASEMENT (3) EXISTING BLUE - SPRUCE EVERGREENS TO REMAIN �,, ADI. (3) NEW AT&T 6" PVC \` F0 0‘ . CONDUITS w/(3) NEW �a A,P FIBER CABLES AND (6) \ •ei�oo NEW OC POWER CABLES 0J' RUN ACROSS ROOFTOP TO '� J'`Q +/�;c ;0IV' �a O dt. a Ip .p p pp Oy�pQq EXISTING T -MOBILE 14'-0'X19'-0" FENCED AREA & 15' -0'X20' -O' LEASE AREA NEW AT&T ANTENNAS. e C (SEE DETAIL: d8/T-6) ♦� va EV8 a d _ WIDE UTILITY \ dc,Q" PROPOSED • B 0 EASEMENT 1 EXISTING BULDING \ /, ,/ \ \_%/ / / (1) EXISTING BLUE SPRUCE EVER GREEN TO BE REMOVED / PROPOSED 11'-5'X20'-0' AT&T SHELTER / / �' (2) EXISTING HAWTHORN BUSHES TO BE REMOVED / / PRESUMED LOCATION OF EXISTING / UNDERGROUND CONDUIT / TRENCH (3) NEW 4" CONDUITS, FROM NEW EQUIPMENT SHELTER� TO EXISTING BUILDING PROPOSED CABLE TRAY RUN UP THE SIDE OF EXISTING BUILDING. (SEE DETAIL #7/T-6) / NOTE: NEW AT&T SHELTER TO BE FIBER BOND PREFAB CONCRETE SHELTER. PANT TO MATCH ZONING CDDE. NO. COMMON NAME BOTANITAL NAME PLANTING SIZE PLANTING METHOD DESIGN SIZE SPREAD HEIGHT 3 BLUE SPRUCE PICEA PUNGENS KOSTER' 5'-6' b'-0. O.C. 10' 30' / 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED GPS ANTENNAS AND TRANSMITTING ANTENNAS. 3. AT&T TO VERIFY EQUIPMENT NOTES ENLARGE:] DETAIL 13mm0 BLACK PLASTIC HOSE 3mm (N0.11 GA.) GALV. PARE, COIL EACH END TIGHTLY ALLOW FOR ADEQUATE TRUNK MOVEMENT DO NOT DAMAGE OR CUT LEADER 2 T -BARS OUTSIOE ROOT BALL WITH ONE ON SIDE OF PREVAIUNG WINDS (OPTIONAL). CROWN OF ROOT BALI SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO PREVIOUS GRADE MULCH OVER ENTIRE PLANTING HOLE, KEEP AWAY FROM TRUNK CREATE RAISED SAUCER AROUND EDGE OF ROOT BALL BACKFILL WITH NATIVE SOIL 4.VsI 1111,_ 4 6a i *4Zi�il:moovAipArg FINISHED GRADE CUT AND REMOVE TOP 1/3 OF BURLAP, TWINE AND WIRE BASKET FROM ROOT BALL B & B ROOT BALL TO AVOID SETTING, DO NOT EXCAVATE BENEATH ROOT BALL SPECIFICATIONS: 1. DO NOT DAMAGE MAIN ROOTS DR DESTROY ROOT BAIT WHEN INSTALLING TREE STAKE 2 WATER THOROUGHLY AFTER INSTALLATION. 3. REMOVE 1REE RINGS AND STAKES 11V YEARS AFTER INSTALLATION. 4. PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL. ENLARGED SITE PLAN 10' 1 "=10'-D" 1 CONIFEROUS TREE PLANTING DETAIL NO SCALE 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAO SUITE 300 EAST SCHAUMBURG, IL 60173 IEWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX ; 847-277-008D AE©westch esterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: J0 M. KS SIGNATURE DATE: 0 i 4 LICENSE / 26379 EXP. 06/30/14 R IS A MAYON or Liar FOR ANY PET8941, UNLESS THEY ARE AGEr10 11,40ER THE DIRECTION OF A LICENSED PROFESSIONAL AAC EEE T. 10 ALITA 11 DOa111E71T. • • 1 5/5/14 MUM PERIm/COI 151Jc11aN 1 04/17/14 REYLSED PDiYR/C016muC110N 0 07/57/14 DIE T/CONS1NUC7pu `REY DATE DESCR1P1pR , PROJECT LOCATION. EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION ENLARGED SITE PLAN ' DRAWING NUMBER e� C-2 Page 35 NOTE 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED CPS ANTENNAS AND TRANSMNTING ANTENNAS. f�.•Al `tact C 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 AT&T TO VERIFY EQUIPMENT EC WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 NOTE: NEW AT&T SHELTER TO BE FIBER BOND PREFAB CONCRETESHELTER. PAINT TO MATCHH ZONINGNGCODE. jWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AEOwestchesterservices.com PROPOSED AT&T CABLE HOUSING 20'-0" NEW AT&T EQUIPMENT SHELTER _ 18.--10" JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 647-277-0080 PROPOSED FIBER & TELCO J . --BOX ' PROPOSED FIBER & I"� TELCO BOARD /// ///. 1///////////1--'-n-'-// I LANDLORD/PROPERTY OWNER SIGNATURE EK EK 1- J 0 = z - 1 i -S j -- r-1LLJ-LLJ-LLJ_L_1J-LLJ_LLJ-L_-----1 ET-1`ET-1-1-T-1-1-T-1-1-T-1-1-T-1-E�--J 1 1! I I I I I I I I I I I I I I I i I - -1 ! // I / 'I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: M. KS SIGNATURE DATE: 0 14 UCENSE 1f 26379 I— -PROP. - / I I PROP. PROP. PROP. L L - I I — -1 EMERSON NETSURF EMERSON BATTERY STACK UMTS FIF RACK LTE FIF RACK — J I I r 710 C=3 Lu 1-- -1 PROPOSED CABLE ----ter LADDER (TYP.) -I-T-1-1-T-1-1-T-1-1-T-1`1-T-1-1-T-1-1----J I- - -I 1'z J / h__LLJ-L 1 1 L_LJ_L_LJ-L_LJ-L_LJ-L_ +n 1 1 NEW HVAC -- I— 1 I 1- -1 _ - L / 1/ EXP. 06/30/14 I — PROPOSED AC PANEL -- 1 I I I - -1 F PROPOSED ELECTRICAL I/ . I- I r `� - h SERVICE ENTRANCE - 1 I I A_11//////)—/////////////////// / I / UNLESS R R A YplATI0f1 OF LAW FOR ANY PERSON, A 1EY m PROA UNDERDIRECTION IRE , Ei ARCHITECT. TO , CENSEDRTNaoo1441AR. . O PROPOSED GPS UNIT 1 5/5/14 REHSED PEW/CONSTRUCTION 1 04/17/14 NOISED PEAWT/COIISIRUCT104 0 03/V/14 PEra,R/C0+!1RL TI N 0, �a e•�iTs� D' A REv WIC DESCRIPTION PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 ' DRAWING DESCRIPTION SHELTER PLAN DRAWING NUMBER C-3 D�+l-� NOTES SHELTER PLAN 1/4•=1'-o• 1 Page 36 © 1. ALL WATCH PORTS ARE SHIPPED WITH BLANK COVER COAX HATCH PLATE IS SHIPPED LOOSE WRH SHELTER AND INSTALLED BY GENERAL COMPACTOR. 2. GROUND BAR AND CANOPY ARE SHIPPED LOOSE WITI-r SHELTER AND INSTALLED BY GENERAL CONTRACTOR. ���� 430MARKET ,POINTE DRIVE BLOOMINGTON0 MN 55435 ; ®PLATES. NOTE NEW AT&T SHELTER TO BE FIBER BONO PREFAB CONCRETE SHELTER. PAINT TO MATCH ZONING CODE. Q ® 1 SEC WIRELESS ENGINEERING GROUP 1501 E. W000FIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 ® KEY kgWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com 0000 A/C UNITS I I 0000 .j �' A/C UNIT •i I I. ,I ' A/C UNIT ' LJ 0000 COAX ENTRY 0000 PANEL (TVP.) JOHN M. BANKS ARCHITECT 604 FOX G BARRINGTON, ILL60010 TELEPHONE: 847-277-0070 FAX : 847-277-0060 I I p O �i - .- FIBER & TELCO MANAGEMENT/ENTRANCE SERVICE � �LANOLOROIPROPERIY OWNER SIGNATURE ---._':--._:-__-. I I ____.,__-_ [10 ENTRANCE \® I I O OFCI • RECEPTACLE 20'-0"12'-0" - I HEREBY CERTIFY THAT THIS PLAN, 1'SPECIFICATION, OR REPORT WAS IIPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: JO M. S SIGNATURE: DA 5 14 LICENSE j 28379 EXP., 06/30/14 0' 1' 5' 0' 1' S' ELEVATION FRONT - NEEimi�� 1~=5•-D~ 1 ELEVATION LEFT -� —Nom 1~=s'-0~ 2 A VIOIAT ON OF Ll FOR WY ,...., L 1RIS "+OCAI OF THEY L .RECT, TO ALTER 91O COCIAIE11T 1 1 0000 0000 0000 COAX ENTRY 0000 0000 PANEL (TYP.) 0000 . • L. 0000 0000 1 0/6/14 ROMEO PERRIT/cormauc11QN 1 04/17/14 ROMEO P Rulr/c 5 1RUc11 l 1 1 1 1 0 COMM PERIAIr/OONSTRt hN A/C UNITS 1 0 T. GROUND a] %., v DAM =WPM 200A FUSIBLE SAFETY -___.. 0 SWITp Q CONDUCTOR ENTRIES (TVP, OF 8) • PROJECT LOCATION. ' I EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 L.. �� 2008 MICRIN GENERATOR • ° • INTERFACE PANEL ' o I o -- 20'-0" (DRAWING DESCRIPTION 1 2'-O" SHELTER DETAILS t -• • DRAWING NUMBER C-4 i , D-sitiii G• -Elm—, NOTES ELEVATION BACK 1"=5'-D• 3 ELEVATION RIGHT ism i~=5 -o• 1 4 rim Page 37 1'-a" SEE NOTE 2 SHELTER WALL4300 & FLOOR 1. THIS EXISTING FOUNDATION DETAIL HAS BEEN DESIGNED FOR SOILS WINING A BEARING CAPACITY OF 2,000 PSF THE ORT ANDTVR SHAU. REVIEW THE OR GEOTECHNICAL GEOTECHNICAL REPORT AND VERIFY SOIL BEARING CAPAGTY PRIOR TO BEGINNING CONSTRUCTION, ANY ISSUES OR CONCERNS SHOULD BE BROUGHT TD THE ENGINEERS ATTENTION BEFORE PROCEEDING WITH WORK. 2. ALL TIE -DOWN MATERUSLS PROVIDED BY SHELTER MANUFACTURER AND INSTALLED BY CONTRACTOR. FOLLOW MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS FOR INSTALLATION. ALL CONCRETE ON THIS DRAWING SHALL HAVE A MINIMUMFLAT 26 -DAY COMPRESSNE STRENGTH OF 4000 PSI. 4. BOTTOM OF FOUNDATION SHALL BE 4'-D" OR 6" BELOW FROST UNE, WHICHEVER IS GREATER, ANO BEAR ON UNDISTURBED SOIL 5. GROUNDING REINFORCEMENT: EXTEND TWO (2) 12 AWG CONDUCTORS FROM REINFORCING BARS IN CONCRETE SLAB OR FOOTINGS, ROUTE CONDUCTORS TO GROUNDING RING AND TERMINATING USING EXOTHERMIC WELDS NEC 250.52(A)(3).OR HYDRAULIC COMPRESSION CONNECTIONS SUCH AS "BURNDY HYGROUND" MAY BE USED IN AN CONNOR APPLICATION FOR CONDUCTOR TO CONDUCTOR CONN CONNECTIONS BELOW GRADE WHERE EXOTHERMIC WELDS ARE NOT PRACTICAL AND ON ROOFTOP SITES WHERE EXOTHERMIC WELDS MAY BE A FRE HAZARD. '% ai i TL T` MARKET POINTE DRIVE BLOOMINGTON, MN 55435 TYP 1'X2-3/4" BOLT, 1":iiiri 2" OD WASHER, AND 1" LOCKWASHER �� p p3. ��,Q� L ° a alaj WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 I �j I 1 a 3/4"X2-1/2" a SLEEVE ANCHOR WITH FLATWASHER Q 4Aa a 12"X9" TIE DOWN PLATE FOUNDATION ° a WESTCHESTER ISERVICES LLC ° a a 4 #4 BARS @ 12" O.C. #4 BARS ® 12" O.C. 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX ; 847-277-0080 AEOwestchesterservices.com SECTION 2 TIE DOWN•■0' 6"1 pETAIL ■ 3/a"=1' -D" 3 1 JOHN M. BANKS + ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0060 _1 SEE NOTE 5 20'-0" EXTERIOR SHELTER WALL SHELTER FLOOR LANDLORD/PROPERTY OWNER SIGNATURE 1"X2-3/4" BOLT, 1" ;Mr r '�% (7. ''%// %///'` i + I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED E ME OR UNDER MY DIRECT SUPERVISION AND THAI I AIA A DULY UNDERENSED PROFESSIONAL ARCHITECT THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: JOHN M. n SIGNATURE DATE; 1. 1 4 LICENSE # 26379 FLAT 2" OD WASHER, AND 1" LOCKWASHER �PPP: / a a ° e 4 SLEEVE ANCHOR SLEEVE WITH FLATWASHER a as 4" 12"X9" TIE DOWN PLATE a a FOUNDATION FOUNDATION 0. - P. 06/30/14 0' 1' 2' 4' SECTION 2 TIE DOWN 0• 6" 1" DETAIL ■■■� 3/4"=1'-D" 4 ■ A vioumoN OF LAW FOR NA' PERSOm M IMI THEY ARE AMINO UNDER THE DIRECTION OF A LIG46ED PROFESSIONAL AACf7ECT. TO ALTER THS D00.maL • • SHELTER FOUNDATION PLAN —� �_ 1/4"=1'-0" 1 20,-0" 3/4' CHAMFER ( ) FINISHED GRADE-� f \ice, 2 1 V - 4 BARS O 72" O.C. �#4 BMS O. 12' 0.C. a I 111 1 5/5/14 RENSED PERMIT/CON57RUC110N 1 04/17/14 RENSED PERMIT/CONSIRUC410N 0 03/27/14 PFAYR/m161R11CI101! +REV MIC DernwnDEl l PROJECT LOCATION[ 1 •_ . , ' - . EAGLE RIDGE M PLSMNU 3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 551 18 ` ' '- a iL a',..."06° 40 6,$0, aa^e�a a S. o,eq. - aeras .080 ,,,A• �.X o Z1 N a , 'v 05 i�/\ /�/\ �%` �... : „A„,,,\,./...„,..,?,,,,,,,F)./.,,,, \j%j\/�\//��/j�/%�//��/��/\\/ /\ .../ fj./f,.../ jam/��/j / /j�/j`f//\�///��//\�//j�/j�// ///\\/ \j//�\/\/\j\ \�\\j\\j\\`j\\j\\j�:.. \/j\\//////\'\\/'\\//\\\\%'\\%\\\/\\/\%\%//(\/\/\\\/\%\%\/\/\/�\/f\/%/\/\�/\%\\// / ',, , • �/i�/iA/i�/i�/�\iA A A /A / / /, /A /A /A /, /. /../iA /,,//A //./i,.fi,./iA /v/� /A /.. /A: /.// / i' �/j \/` \\/, / " _ t UNDISTURBED SOIL OR #4 BARS ®l2' O.C. PREPARED SUOCRADE #4 TIES 0 24" 0.C. B' CRUSHED STONE GRAVEL DRAWING_yJ:SCRIP110 N SHELTER FOUNDATION 3, (2) 04 BARS OVER GEO FABRIC CONTINUOUS T&B (EYP) DRAWING NUMBER C-5 • D' 1' S' NOT USED 5 NOTES SECTION 1 1"=5'-0" 2 - iii um Page 38 COAX ENTRY SEAL (INSTALLED BY GENERAL CONTRACTOR} a 5 as • r - PROPOSED GPS PROPOSED GPS ANTENNA MOUNT OR411111111r APPROVED EQUIVALENT PROPOSED SHELTER SECURE TO WALL W/SATISFACTORY W4TNE TRENCH COMPACTED BACKFILL MATCH SLOPE ANDTHICKN 1. INSTALL PDU IN FlF RACK UNLESS (36 FOOT) DC CABLES TO BIAS -TEES WILL NOT REACH, IN THIS CASE, MOPE PDU TO ALTERNATIVE LOCATION ON TELCO BOARD, 2. FIF CABINET FRAME SHALL BE GROUNDED TO INTERNAL SHELTER GROUNDING GRID, ALL DEVICES IN FlF ARE TO BE GROUNDED TO RACK INDMDUALLY WTTI1 A �6 AWG GROUNDING CONDUCTOR, REMOVE PNMT FROM UNDER WC AS REOUIREp. REFER i0 AT&T DOCUMENT ND -00071, LATEST EDmoN. 3. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 4. THE GPS ANTENNA MOUNT {S DESIGNED TO FASTEN TO A STANDARO 1-1/4' DWAETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT S) THE REQUIREDFLANO LENGTH (MINIMUM OF 18 INCHES) USING A HANG OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH ANO PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE REAMED AND SMOOTH OPRENE CASKET ATTACHED TO THEAHTENHA MDUHT. 5. IT IS CRmcAL THAT THE GPS ANTENNA IS MOUNTEDSUCH THE SETOF THE ANTENNA IS FT 13 WITHIN 2 G WmiIN 2 DEGREES OF LEVEL 6. DO NOT SWEEP TEST CPS ANTENNA. 7. PAINT BOLLARD WITH ONE PRIME COAT AND TWO FINISH COATS. PRIME COAT 70 BE EPDXY ENAMEL (CARBDUNE "890" OR EQUAL). THE FIRST F1NSIH COAT SHALL BE EPDXY ENAMEL THE SECOND FINISH COAT SHALL BE MJPHATIC POLYURETHANE CAMERON "AMERSHEILD" OR EQUAL). PRIOR TO APPLYING PAINT, THE PIPE SURFACE SHALL BE PREPARED IN ACCORDANCE WITH COATING MANUFACTURES INSTRUCTIONS. . _ \� ���� `� 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 COAT( CABLE a ,- $ S OF OR IMPORTED SOIL EXISTINGSGRADE - 0 0 0 II 0 UNDISTURBED EARTH IXISITNG FlNI5HE0 GRADE 111 • . . .IN �— U -UMTS L -LTE o 0 0 0 0 0 .00000c 000000c 00000c 000000c O 0 0 0 0 0 / \��\ ' 1.�,�:�:�:�:�=�:4:�:�:�; 1-�'�--------�^�- /��� WARNING TAPE &IC W I R E L E S S ENGINEERING GROUP 1501 E. WOOOFlELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 \/\c; \\ . •._.. • . • j\\ / / \j\ • L �" USING (4) BOLTS i •. :;:.., ••. :. •• ... ; ... •, �',a.::,,;.,.+ / / . , "" I I GROUND KR 1/2' CON( CABLE 8" MINIMUM BENDING RADIUS PER CABLE MANUFACTURER'S SPECIFICATIONS \�\� / BACKFILL (SAND OR ,�`'::,;_ .r..' , ..`'F• . ....., �r� /..\74/<\'1......\-. / / (.3) NEW 4" PVC / CONDUIT W/(1} FIBER /\/ CABLE CAB(LE)S ON //\ EACH CONDUIT IWESTCHESTER SERVICES LLC NATIVE SOIL} PER ASTM �� /� STANDARDS 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 10080 m AE@westchesterservices.com COAX ENTRY PANEL LAYOUT NO SCALE 1 LTE GPS ANTENNA DETAIL NO SCALE 2 UNQERGROUND CONDUIT NO SCALE 3 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 : 847-277-0080 PROPOSED 7'-O' FIF RACK MINIMUM BENDING RADIUS SIZE VENDOR MODEL MINIMUM SINGLE BEND ONO MINIMUM REPEATBENDFAX 7/6 ANDREW AVA5-50 5 10 ..........A.....-„,,,,,,,,,,..........1 O O 0 0 i.....F..�.�.�. �� .. MOUNTIND FIF RACK MOUNTING PLATE (TTP) PROPOSED 1/2' 150 CLASS 5.5 ANCHOR WITH HIT -RE -500 -SO EPO)IY (261' MINIMUM EMBEDMENT) (SPECIAL INSPECTION REQUIRED SHEET C-6) (TMP) 898-1 ROO SEE LANDLORD/PROPERTYOWNER SIGNATURE ANDREW YL](5-50 3.5 5 COMMSCOPE CR 1070 B N/A COMMSCOpE FXL 1070-1 5 N/A RFS LCF76-50JA 5 10• L S PLAN, SPECIFICATII HEREBY ON, OR REPORT FY THAT IWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANO THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: OHN BANKS SIGNATURE: DATE: 0 5/14 LICENSE + 28379 1 1/4' ANDREW LDF6-50 a 15 • :,.— ,, ANDREW 5 e COMMSCOPE CR 1480 11 N/A •� • z z • o = COMMSCOPE FX1 1480-1 a N/A RFS LCF774-SOLA • .-w RCDN 3 1 5/8' ANDREW AVA7-5D 8 1 ANDREW VXL7-50 7.5 15 COMMSCOPE CR 1673 is N/A EXP. 08/30/14 COMMSLOPE FXL 1873 11 N/A CONCRETE ANCHORAGE DETAIL NO SCALE 4 RFS LCF155-501A 8 20 1T IS A VIOLATION OF LAW FOR ANN PERSON', UNLESS THEY AK PCIIINO UNDER THE DIRECTION NOTES 2 1/4" ANDREW L3F12-50 9.5 22 OfA UCENSED PRonsmoNAL ARCHITECT, TO ALTA TMS OOCIAIENT, ♦ i RFS LCF214-50JA 11 22 1. IT IS CRmCAL THAT THE CPS ANTENNA IS MOUNTED SUCH THAT R IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL 2. DO NDT SWEEP TEST GPS ANTENNA. .3. PLACE PROPOSEO GPS ANTENNA A MIN. OF 10' (3 METER) HORIZONTALLY FROM ALL EXISTING TRANSMITTING ANTENNAS. 4. THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN 70 A STANDARD 3/4' DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED OOTH AND PERPENDICULAR CUT.MINIMUM OF A HACK SAWASHALL NOT BED OR ROTARY PIPE USED. THETO ASSURE A CUTPIPE END SHALLM BE OEBURREE) AND SMOOTH EDGES IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. MINIMUM OF 75X OR GPS ANTENNA OBSTRUCTIONS MUST 270' IN ANY DIRECTION BE BELOW 10' GPS AWG 16 B e 1 5/5/14 Remo PDA4R/C0141RUCIION 1. .AS REQUIRED, INSTALL PDU IN FIF RACK UNLESS (30 FOOT) WILL NOT REACH, IN THIS CASE, MOVE PDU TO ALTERNATIVE BOARD. 2. FIE CABINET FRAME SHALE BE GROUNDED TO INTERNAL SHELTER DEVICES IN FlF SHALL BE GROUNDED 70 RACK INDMDUALLY GROUNDING CONDUCTOR, REMOVE PAINT FROM UNDER LUG AT&T DOCUMENT ND -00071, LATEST EDmoN. 3. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALE THE FINAL RF REPORT. 4. THE GP5 ANTENNA MOUNT IS DESIGNED TO FASTEN TO A SCHEDULE 40, GALVANIZED STEEL OR STAJNLESS STEEL PIPE. BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A FLACK THE CUT PIPE END SHALL BE REAMED AND SMOOTH EDGES AGAINST THE NEOPRENE GASKET ATTACHEO TO THE ANTENNA 5. IT I5 CRmCAI THAT THE GPS ANTENNA IS MOUNTED SUCH DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA LEVEL 6. DO NOT SWEEP TEST GPS ANTENNA DC CABLES TO BIAS-TEEa LOCATION ON TELCO GROUNDING GRID. ALL WITH A /6 AWG .AS REQUIRED. REFER TOLEN BE IN ACCORDANCE WITH STANDARD 1-1/4" DIAMETER, THE PIPE MUST NOT BE CUT TO THE OR ROTA Y PIPE CUTTER SAW SHALL NOT BE USED. IN ORDER TO SEAL MOUNT. WITHINIR IS WITHIN 2 IS 2 DEGREES OF 1 04/17/14 MEM PEau17/caoTRuttlpk a 07/27/14 PERMIT/CONSTRUCTION REV `-- DATE 0ESCRIP1OK J PROJECT LOCATION' EAGLE RIDGE MPLSMNU3256 1660 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION SITE DETAILS �� 1111 • DRAWING NUMBER C-6 GPS SPECIFICATIONS NO SCALE 5 NOT USED NO SCALE 6 PENDING RADIUS NO SCALE 7 NOTES Page 39 EQUIPMENT RACK NOTE 1. MINIMUM SPACING BETWEEN EQUIPMENT WITHIN THE RACK SHALL BE ONE RACK UNIT (OR APPROXIMATELY 3"). to PagiggamA n FIF RACK BRACE AT TOP IN TWO DIRECTIONIMF 0 PROPOSED 7' FIF RACK (COOPER B -UNE P/N SB556084XUAL OR ENGINEER APPROVED EQUAL) ISOLATED GROUNDING BAR (DC SHIELDED CABLES ONLY) UMTS ouw MAN UNIT LTE DUL MAN UN$T FIBER CABLE TRAY —11 RAYCAP SURGE PROTECTION SEE ANCHORAGE DETPJLS 00 0 oo O L� °oLJ e *MAXIMUM WEIGHT CAPACITY: 1200 lbs EMERSON NETSURE 24BA1200-23 DIMENSIONS, HxWxD: LOAD RATING: COLOR: FINISH: 64"x24"x20" 1200 165 GRAY POWDER COAT a m 24" 1 b� BATTERY RACK SPECIFICATIONS NO SCALE 3 PROPOSED 23" EQUIPMENT RACK NO SCALE 1 x (TYP) YP) 2.16" (' PROPOSED FIF RACK ATTACH TO SHELTER FLOOR: SEE CONCRETE ANCHOR DETAIL 7/8"k HOLE (TYP) EMERSON POWER BAY NOTE CONTRACTOR TO ADD ALARM WIRING FROM EMERSON POWER BAY TO ALARM BLOCK ON TELCO BOARD. PROPOSED INDOOR EMERSON RACK MOUNTED POWER SYSTEM PROPOSED RECTIFIERS (REFER TO E SHEETS FOR RECTIFIER QUANTITY) FUTURE GROWTH RECTIFIERS ANCHOR RACK PER MANUFACTURERS RECOMMENDATIONS NEW CIENA BOX WITH (2) J. -BOXES MOUNTED INSIDE ENCLOSURE NEW 48"X48"X12" TELCO/FIBER ENCLOSURE 7'-0" MAX. 7'-0` HIGH P FIELD LOCATE FIELD LOCATE FIELD LOCATE 10 Ir LJ LJ LJ NEW PIPE CAP (TYP.) NEW 200A METER/ DISCONNECT NEW SMARTJACK MOUNTED INSIDE ENCLOSURE UNISTRUT P1001 (GALV.) MOUNTED TO POSTS _(1) 4" 0 CONDUIT TO TELCO SERVICE b (1) 4" k CONDUIT TO FIBER SERVICE FRONT SIDE 3"9 (1)f CONDUIT , TO ELECTRICAL SERVICE NEW 3" SCHED. 40 GALV. POSTS MINIMUM 2000 PSI CONCRETE . 18" 0 O a (1) 4"0 CONDUIT TO SHELTER (1) 4"0 CONDUIT TO SHELTER ��(1) 2" k CONDUIT TO SHELTER FIF RACK ANCHORAGE DETAIL NO SCALE 2 PROPOSED INDOOR EMERSON POWER BAY NO SCALE 4 H—FRAME DETAIL NO SCALE 5 atsit 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 sE WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 [WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 647-277-0080 AEOwestchesterservices.com JOHN M. BANKS ARCHITECT 504 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 647-277-0070 FAX 847-277-0080 'LANDLORD/PROPERTY OWNER SIGNATURE r1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DA X05/14 LICENSE # 26378 ECP. 06/30/14 Ir IS A NOTATION OF LAW FDR AM' PERSON. UNLESS Riff ME /CBHO NiDER THE DIRECTION OF A UCOISED PROFESSO14. AROmECT, TO ALTER 71115 DocuwENr. • • • N C 1 0 \ REI SE0 PERMIT/CONSIRUCIION 0 04/17/14REMSE0 PERMR/DONSTRUCION YP) 2.16" (' PROPOSED FIF RACK ATTACH TO SHELTER FLOOR: SEE CONCRETE ANCHOR DETAIL 7/8"k HOLE (TYP) EMERSON POWER BAY NOTE CONTRACTOR TO ADD ALARM WIRING FROM EMERSON POWER BAY TO ALARM BLOCK ON TELCO BOARD. PROPOSED INDOOR EMERSON RACK MOUNTED POWER SYSTEM PROPOSED RECTIFIERS (REFER TO E SHEETS FOR RECTIFIER QUANTITY) FUTURE GROWTH RECTIFIERS ANCHOR RACK PER MANUFACTURERS RECOMMENDATIONS NEW CIENA BOX WITH (2) J. -BOXES MOUNTED INSIDE ENCLOSURE NEW 48"X48"X12" TELCO/FIBER ENCLOSURE 7'-0" MAX. 7'-0` HIGH P FIELD LOCATE FIELD LOCATE FIELD LOCATE 10 Ir LJ LJ LJ NEW PIPE CAP (TYP.) NEW 200A METER/ DISCONNECT NEW SMARTJACK MOUNTED INSIDE ENCLOSURE UNISTRUT P1001 (GALV.) MOUNTED TO POSTS _(1) 4" 0 CONDUIT TO TELCO SERVICE b (1) 4" k CONDUIT TO FIBER SERVICE FRONT SIDE 3"9 (1)f CONDUIT , TO ELECTRICAL SERVICE NEW 3" SCHED. 40 GALV. POSTS MINIMUM 2000 PSI CONCRETE . 18" 0 O a (1) 4"0 CONDUIT TO SHELTER (1) 4"0 CONDUIT TO SHELTER ��(1) 2" k CONDUIT TO SHELTER FIF RACK ANCHORAGE DETAIL NO SCALE 2 PROPOSED INDOOR EMERSON POWER BAY NO SCALE 4 H—FRAME DETAIL NO SCALE 5 atsit 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 sE WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 [WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 647-277-0080 AEOwestchesterservices.com JOHN M. BANKS ARCHITECT 504 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 647-277-0070 FAX 847-277-0080 'LANDLORD/PROPERTY OWNER SIGNATURE r1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DA X05/14 LICENSE # 26378 ECP. 06/30/14 Ir IS A NOTATION OF LAW FDR AM' PERSON. UNLESS Riff ME /CBHO NiDER THE DIRECTION OF A UCOISED PROFESSO14. AROmECT, TO ALTER 71115 DocuwENr. • • • A 1 5/3/14 REI SE0 PERMIT/CONSIRUCIION 1 04/17/14REMSE0 PERMR/DONSTRUCION 0 03/27/141 PEAMR/CONSTRUCTION REV DATE D[SIR�110K , PROJECT IOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION SITE DETAILS DRAWING NUMBER C-7 16 GA GALV, SHEET METAL PAINT TO MATCH SHELTER FASTEN TO ANGLES WITH 112 TEK SCREWS 012" 0.C. (4) NEW "HILTI" 1/2"x3" ANCHORS BOLTS PER BRACKET 2) NEW WALL SUPPORT BRACKETS "MICROFLECT" PART 08506 (2) NEW WALL COAX SUPPORT BRACKETS "MICROFLECT" PART #81588 EW HSS 3"x3"x3/16" (TYP.) CABLE HOUSING TOP VIEW NO SCALE 1 48" MIN. 0 • 000000 000000 000000 000000 / 0 , 0 a0 000x0 �- a � D 0 0 0 0 0 0 0 0 0 0 0 0 0 NEW "HILTI" 3/8"x3" EPDXY ANCHORS 16 GA. GALV. SHEET METAL PAINT TO MATCH SHELTER FASTEN TO ANGLES WFTH 112 TEK SCREWS 012" 0.C. (2) NEW WALL COAX SUPPORT BRACKETS "MICROFLECT" PART 1B1588 (2) NEW WALL SUPPORT BRACKETS "MICROFLECT" PART #8506 NEW HSS 3"x3"x3/16" (TTP.) 4" DIA. CONDUITS STUBBED UP INTO CABLE HOUSING (TYP. OF 3) 0 24' MIN. NOTE: COAX BEND RADIUS TO BE 12" MIN. 4. PROVIDE 'MICROFLECT 4' BOOT AND CUSHION AT EACH PORT (4) NEW "HILTI" 1/2"x3" ANCHORS BOLTS PER BRACKET NEW 'HILTI" 3/8"x3" ANCHORS (2) NEW WALL SUPPORT BRACKETS "MICROFLECT" PART 16506 NEW HSS 3'x3"x3/16" (TYP.) (3) CUT HOLES IN BOTTOM PANEL FOR CONDUFFS 1. INSTALL PDU IN FIE RACK UNLESS (30 FDDT) DC CABLES TO BIAS—TEES WILL NOT REACH, IN THIS CASE, MOVE PDU TO ALTERNATIVE LOCATION ON TELCO BOARD. 2. FIE CABINET FRAME SHALL BE GROUNDED TO INTERNAL SHELTER GROUNDING GRID. ALL DEVICES IN FlF ARE TO BE GROUNDED TO RACK INDMDUALLY WITH A 16 AWG GROUNDING CONDUCTOR, REMOVE PANT FROM UNDER LUG AS REQUIRED. REFER TO AT&T DOCUMENT ND -00071, LATEST EDITION. 3. THE ELEVATION AND LOCATION OF THE CPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RE REPORT. 4. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE REAMED AND SMOOTH EDGES IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 5. rr 15 CRmCAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT 15 WITHIN 2 DEGREES OF VERTICIL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL 6. D0 NOT SWEEP TEST GPS ANTENNA CABLE HOUSING FRONT VIEW NO SCALE 2 CABLE HOUSING SIDE_VEIW NO SCALE 3 NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 80173 IEWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 AE®westchester services.com • JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORO/PROPERTY OWNER SIGNATURE • I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATURE: Page 40 DAF 05 14 LICENSE / 26379 EXP. 06/30/14 R B A H0IATIOM OF LAZY FOR AXI MD" MESS THEY ARE ACING UNDER THE DIZEC110H OF A =MED PROFE9mama 10 MIER TARD0 mamaS OCCUIIEMT. • 5/5/14 REASED PERMIT/CO$Stfuct1ON 04/17/14 RE775En PflMR/COl6GNCIIBN 0 67/37/14 Pro,a/mRs1Rucln4 REV RATE GESCRFTERI PROJECT LOCATION» EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRA1JIE6 DESCRIPTION CABLE HOUSING DETAILS DRAWING NUMBER C-8 Page 41 O 4 at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 NOTICE CAUTION�► qi$ 40. 0 0 — v. �IJ WIRELESS EOOD GROUP 15011 E.INWOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC General Population Exposure Limits. Follow all posted signs and site guidelines for working in a RF environment. Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC Occupational Exposure Limits. Obey all posted signs and site guidelines for working in a RF environment. ALERTING SIGN ALERTING SIGN ALERTING SIGN (FOR CELL SITE BATTERIES) (FOR DIESEL FUEL) (FOR PROPANE) - - GENERAL SIGNAGE GUIDELINES WESTCHESTER SERVICES LLC !to rim J art., 1 •i x..f a}cm ,.,.„,,, Reit 4ex,,xvml 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 I 847-277-0080 AEC�westche5ters 7 0080Orf .- Strueture Type INFO SIGN #1 INFO SIGN 42 INFO SIGN #3 INFO SIGN! #4 Striping NOTICE SIGN CAUTION SIGN ALERTING SIGNS S T A Y Towers fat'oncpGe•1ulGrrclSinetabnapedm gads entrance g, s heter doors OR on theou Weer cabinets dirrtang s tie of the Tcwrs On bedside cf An ons C t the sided Antennas At the feijjhtc8 the f est Sliming step. min_ Eft above grorrna - JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRING: IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 // • WARNING! W.atllt PROPERTY B A f+ C K SCEToowers!TowerswithhighvoBsge ..._...._...._ .................._._.._.. .. .. Light ROfe e / Flag Fps entrandEgala, hetet doors ORco the autdaor cabinets entrance gals , s Mater doors OR an cabinets dirrt;ngside ofthe Tower an the pole. no Iess then 3ft badotw the Antenna acrd no Ids 1PFan 5Pta6c5'Ve Cnbackside of Antennas ...,....................... Go back it. of Antennas On the side of Antennas On the s ide d Antennas ...._.......... ............. At the Attheheghtdthe fistclin'6ingstep, rrtn.9ftabove ground DANGER [OONrn'ToUeI;1TWER's SERIOUS RI MAINTAIN AN ADEQUATE CLEARANCE BETWEEN TOWER SUPPORTS AND GUY WIRES ruu•WET1tnrr Ai11YSiEnslWIRES SITE t v'A.M.,05E1,11 OSTn a ¢w10 rRw„R.crrx,T41.11..INARADIONNIENatneteD RESULTtheoutdCar MOM. M,CelvrvrraRIIMMsr r=ir¢n urtr�PRESCII nsn nANSugas cea a-rg, Not rr.3,tTxuLten exims]IP,'IS'. OF AT&T AUTHORIZED PERSONNEL ONLY LANDLORD/PROPERTY OWNER SIGNATURE C F Utz Woad Pots tY t erdrance aces. $ streterdons Mae the outdoor cabinets �' the pole no 1 s than 3ftbeow the Antenna and no then 9ftabove 8rot!.T..q Cr: backs ided Antennas On thEside d Antennas H GPrr-ax value of N1PEat antansra level G:09996:tedioesigrr;ovs56%: 'Caution s' n at no Ips than aft below gPREPARED antenna and 9ftabotveground • out • IN CASE OF EMERGENCY, OR PRIOR TO � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS B( ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: J SIGNATURE: DA r 0 , c114 LICENSE 26379 PERFORMING MAINTENANCE ON THIS SfE, CALLUMBER 800-638-2822 AND REFERENCE CELL SITE NUMBERhas ALERTING SIGN 1 NO SCALE E T h faoc€Jb mounded on narJFP pais entrancegals , s Neter doors OR on the outdoor cabinets ............. onthe pale no fess than 3Ft bakes the Antenna and no issthan 9Ptabove ground On backside d Antennas On the s ide of Antennas lbticaar Deihl:4154r at noIIss than 9R Soave ground: only if the exposure exceeds 909b of the General PI�hFo expos Lire atOft above ground ccat out ids strface af adjacentbuidinga ALERTING SIGN INFO SIGN #5 Roof Tops At all acca s point to the roof Xi EXP. 05/30/14 F R On A Names Conceatd Antennas 7fi X i� .................. _.. INFORMATION AR✓ atstt IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER , DIRECTION OFA LI CENSED PROFESSIONAL ARdNIECT, TO &ITER TNNS DOCUMENT. i o antennas mount :I facing cart ide the building antennas an 5 Uppart structure X X X X •••,••••.•.••.......................... Prot iVent ea, horn arry. antenna end �:rema:k,,;,p;aM Ma Om-4.WoweTte),wtterg„m bar ore el., a Feet theneg.no,. - w,mmew A N Roafvrew Graph: Radiation area is w this 3ftfrdmentenrte Radl�lan gE$- l7a'Of10 eft frdm alitEftlla s Xy X adjacent to each antenna aalecanttoeach antenna diagena, yeilaw striping as to ROOfvie w graph ether Notice or Caution sign {Lased an Rearview resutsj Ed anteorras/benler r 1 5/5/14 Rena) PERMIT/CONSTRUCTION metalrnm• or rata.. x+v.\TMTetrmaT9iY `it g , 04/17/14 REVISED PERMIT/CONSTRUCTION Contort the men•r..a,rat etrartlam dew/.ely.ettar�1„d... INFORMATION 0 07/27/14 PERMIT/CONSTRUCTION ACTIVE ANTENNAS ARE MOUNTED ` DATE DESCPPTION • INFORMACION o11 �.Y ap MT".anoe fl 6rrtINSIIIMIaRE Tadjacent E N Church Steeples Aces stosleepEa. to ants -Inas if an nose ars cconceak£d On bedside cd Aniennes On thesidecf Antennas i�.alttbnsgnattire rrTas PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS,MN 55118 �tl�Fm �.,nwW R V w tl t M.� ��~ �, • •�•,,,�,M, awW�ro ret i•IA....JNRT Q.S,.yt..nt.,,„1:.•,ve.ry mt... •r,a,.,gr, .�: STAY BACK A MINIMUM L?FSFAN FROM THESE ANTENNAS aNAT• arab a ®..r.,.TNA Imre... �r :.� W repo,above Tw,.Nedea.• N A Water Stations ArXasStaladdg adjacent to ant`enras if antennas are concealed Go baddside cf Antennas On the Antennas bes ide Caution s ` Infosgn#1, min.9ft ground ' DRAWING DESCRIPTION Notes far Rooftop sits: • ,.out • LC-.. I SIGNAGE DETAILS t - 1. Ether NOTICE a CAUTION s igrs neer to be pas ted at each s eater as dose as pass ible to: the outer edge d the striped off area or the outs antennas of the sellar. 2.1f Rodview shows : anly blue= Notice Sgn, Nue and yellow =Cautice Sign, only yellow =Caution Sign le be installed. 3 5hauil the requited s ailing area rftsfere w ith any structures or equipment {AC, vents, roof hatch, doors , other antennas, dis hes, etc), please notify ATBTtamadfy the striping area, prior le starting thew al( - -- DRAWING NUMBER C-9 INFO SIGN #4 SIGNAGE GUIDELINES CHART INFO SIGN #1 INFO SIGN #2 Page 42 LIST OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION UST OF ITEMS REQUIRING SPECIAL INSPECTIONS PERIODIC • INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT PER 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT - SECTION 1913.4 OF THE IBC ACI 316: 3.5, 7.1-7,7 • AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATED SPECIMENS FOR STRENGTH TEXT. - 4. VERIFY USE OF PROPER MATERIALS, DENSRIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE . _ 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OFX CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED WHERE STRENGTH DESIGN IS USED. CONCRETE PER SECTION 1913.1 OF THE IBC. - • INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUE PER 4. VERIFYING USE OF REQUIRED DESIGN MIX. - SECTION 1913.6-8 OF THE IBC. ACI 316: Ch 4, 5.2-5.4 • INSPECTION DF HIGH STRENGTH BOLTING, MATERIAL VERIFICATION OF STRUCTURAL STEEL X - INSPECTION OF WELDING, INSPECTION OF STEEL FRAME JOINT DETAILS PER SECTION 1704.3 OF 1913.10 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPUCATION TECHNIQUES. THE IBC. i TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT - X ACI 316: 3.5, 7.1-7,7 1913.4 2. INSPECTION OF REINFORCING STEEL WELDING ONAWS ACCORDANCE WITH H TABLE 1704.3, ITEM 5b. - 4. VERIFY USE OF PROPER MATERIALS, DENSRIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 01.4 ACI 318: 3.5.2 . _ 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OFX CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED WHERE STRENGTH DESIGN IS USED. - - AOI 318: 8.1.3, 21.2.8 1911.5, 1912.1 4. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 316: Ch 4, 5.2-5.4 1904.2.2, 1913.2, 1913.3 5. AT THE TIME FRESH CONCRETE 15 STAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.6 1913.10 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPUCATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 7. INSPECTION FOR MAINTENANCE DF SPECIFIEDX CURING TEMPERATURE AND TECHNIQUES. - ACI 318: 5.11-5.13 1913 9 8, INSPECTION OF PRESTRESSED CONCRETE: a. APPUCATION OF PRESTRESSING FORCES. b. GROUTING OF BDNDED PRESTRESSING TENDONS IN THE SEISMIC -FORCE RESISTING SYSTEM. X X - - ACI 318: 18.20 ACI 318: 18.18.4 _ 9. ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: Ch. 16 - 10. VERIFICATION OF IN -SRU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLAB. - X ACI 318: 6.2 - 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 6.1.1 - TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODIC DURING TASK LISTED 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHENE THE DESIGN BEARING CAPACITY. - X 2. VERIFY EXCAVATIONS ARE EXTENDEO TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL - X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X 4. VERIFY USE OF PROPER MATERIALS, DENSRIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X SPECIAL INSPECTIONS 1 atsct 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. W000FIELD ROAD SURE 300 EAST SCHAUMBURG, IL 60173 • 1 El/WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 647-277-0080 AE@westchesterservices.Com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 647-277-0070 FAX : 847-277-0080 •LANDLORD/PROPERTY OWNER SIGNATURE • •I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE. STATE OF MINNESOTA PRINT NAME: KS SIG 05/05/14 LICENSE # 26379 EXP, 06/30/14 IT IS A 'A MUTON OF LAIN FOR AIH PERSON, III.C�S THEY ARE ACTING TIN= THE DIRECTION OF A LICENSED PROMS:JONIL ARCHITECT, TO ALMA THIS COWNENT. • PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 • DRAWING DESCRIPTION SPECIAL INSPECTIONS DRAWTIS_ UM6 C-10 1 1 5/5/14 REVISED PERMIT/OONSIRUCRON 1 04/17/14 REVISED POIMR/CONSIRUOITON.. 0 03/27/14 PERNf7/CON5TRUCIION REV DATE OESCRWLICI + PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 • DRAWING DESCRIPTION SPECIAL INSPECTIONS DRAWTIS_ UM6 C-10 Page 43 • PART 1 - GENERAL 1.1 SCOPE A FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST -IN PLACE CONCRETE, FINISHING, CURING AND TESTING FOR STRUCTURAL CONCRETE FDUNDATIDNS. 1.2 REFERENCES: A. ACI (AMERICAN CONCRETE INSTITUTE) 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. 3, ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. 4, ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. 6. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE 7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. B. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK DRILL PIERS. B. ASTM (AMERICAN SOCIETY FOR TESITNG AND MATERIALS). THE APPUCABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE USTED IN THE ACI STANDARDS AND ARE A PART OF THIS SPECIFICATION. PART 2 - PRODUCTS 2.1 REINFORCING MATERIALS: A REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET -STEEL BARS, PLAIN FINISH. B. FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF REINFORCING STEEL AND WIRE FABRIC. 2.2 CONCRETE MATERIALS: A PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C -15D. 8. AGGREGATE SHALL CONFORM TO ASTM C-33. 1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED. CLEAN SHARP. WASHED NATURAL OR CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. 2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALT. BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-33 GRADATION SIZE NO. 67. C. WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKPL, SUGAR, VEGETABLE, OR OTHER INJURIOUS SUBSTANCES. D. THE CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-260 AND ACI 212. 18 AND A WATER- REDUCING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI 212. 1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN UQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTNNING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE 1. W.R. GRACE 2. SIKA CORP. 3. MASTER BUILDERS 4. EUCLID CHEMICAL CO. 5. APPROVED EQUAL E. CURING COMPOUND SHALL CONFORM TO ASTM C3D9, TYPE I, ID, CLASS A AND B AND ASTM 0171 A5 APPUCABLE. 2.3 CONCRETE MIX: A PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACL 301. THE STRENGTH OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS, WHERE STRENGTH 15 NOT CLEARLY INDICATED, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. B. THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES (PLUS OR MINUS 1 -INCH) AT THE POINT OF DISCHARGE MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY PLACED SHALL EE USED. C. ALL CONCRETE SHALL BE TO SIX PERCENT (6X) AIR ENTRAINED (PLUS OR MINUS 1%). D. ALL STRUCTURAL CONCRETE SHALL CONTAN A WATER -REDUCING AGENT. PART 3 - EXECUTION 3.1 GENERAL A CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. B. COLO -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. C. HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. 3.2 INSERTS, EMBEDDED COMPONENTS AND OPENINGS: A CONTRACTOR SHALL CHECK .ALL CML ARCHITECTURAL STRUCTURAL AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER NEMS TO BE BUILT INTO THE CONCRETE WORK. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETING OPENINGS. RECESSES. SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE EMBEDDED. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION. ALIGNMENT, ELEVATION AND PLUMPNESS, LOCATE TWD MEASURE FROM ESTABUSHED SURVEYED REFERENCE BENCHMARKS. B. C. D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE PROVIDE TEMPORARY BRACING, ANCHORAGE. AND TEMPLATES AS REOUIRED TO MAINTAIN THE SETTING AND ALIGNMENT. 3.3 REINFORCEMENT PLACEMENT: A PLACE REINFORCEMENT ACCORDING TO CHECKED AND RELEASED DRAWINGS AND IN ACCORDANCE WITH ACI 301 ANO ACI 318. B. ACCURATELY POSITION. SUPPORT AND SECURE REINFORCEMENT AGANST DISPLACEMENT FROM FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS. C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SPUCES SHALL BE STAGGERED. FULL OEVELOPMENT LENGTH SHALL 8E PROVIDED ACROSS JOINTS. D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER SIIALI. BE AS REQUIRED SY ACI 318. E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF CROSSING BARS IS STRICTLY PROHIBITED. 3.4 CONCRETE PLACEMENT: A PRIOR ID PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED: ALL TEMPORARY BRACING, TIES AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED: ALL FORMS PROPERLY SECURED IN THERE CORRECT P051NON AND MA0E TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE ANO DIRT SHALL 6E CLEANEO OFF AND ALL STANDING WATER AND OTHER FOREIGN MATERWL REMOVED. B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLA.STIC AND INTEGRATED WITH THE FRESHLY PLACED CONCRETE. CONCRETING ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION 15 COMPLETED. NO COLD JOINTS SHALL BE ALLOWED. C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED SY VIBRATION SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING AND DEPOSITING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS. AND INTO THE CORNER OF THE FORMS 50 A5 TO ELIMINATE ,ALL AIR ANO STONE POCKETS. 3.5 FINISHING: A FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 WITH A MINIMUM OF THREE TROWELINGS. THE SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH AS1A1 E 1155 SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS, FF - 20 AND FOR LEVEL FL -15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF= 15 AND FOR LEVEL FL=1D. B. SURFACE OF FLOOR SLAB SHALT. RECEIVE TWO COATS OF CLEAR SEALER/HAROENER. C. ABOVE GRADE WALL SURFACES SHALT. HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER ID OF ACI 301. 3.6 CURING: A FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE L055 AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE CONCRETE. B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDMONAL CURING SHALL BE ACCOMPLISHED SY ONE OF THE FOLLOWING MATERLALS OR METHODS: 1. PONDING OR CONTINUOUS SPRINKUNG. 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 5. CONT1N000S STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH. 6. SPRAYED -ON CURING COMPOUND APPUED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION. C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50F HAS TOTALED SEVEN (7) 0AY5. CONCRETE SHAD. NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE ENO OF THE CURING PERIOD SHALL BE PREVENTED. • CONCRETE WORK NOTES 1 at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SURE 300 EAST SCHAUMBURG,IL 60173 IgWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON. IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 'LANDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER ANY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME J4.0 M. : •'KS SIGNATUR 5/14 LICENSE / 26379 EXP. 06/30/14 • R IS A MIA= OF LAW FOR AMI FE SON, MESS THEY AWE 147114= MEP THE [BREWER OFA UCEIRSED PROFESSOmAL ARCMIEET, TO ALTER TMS DOCIAENT. • • • 1 5/5/14 fZNSEO PERWR/fa1615U010H 1 04/17/14 PEVISED PERWR/COISI5HC1104 0 01/27/14 PEfDIR/ oNsTRuc1i0N TRV DATE DEXRIPWON A. • PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION COMPOUND PLANS • DRAWING NUMBER C-11 Page 44 PART 1 - 1',FNFBAI CLEARING. GRUBBING, STRIPPING, EROSION CONTROL SURVEY. LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A OOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION -CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY CONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE CONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WDRK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT, 1.3 SITE MAINTENANCE AND PROTECTION: A PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. 0. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WRH STATE OOT AND EPA REQUIREMENTS. E, PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF. CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. EXISTING UTILITIES: OD NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTIUTY SERVICES HAVE BEEN PROVIDED. 1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. PART 2 ^ PRQDU�YS 2.1 SUITABLE BACKFILL ASTM D2321 (CLASS I, II, III OR N) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAHE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL 2.2 NON -POROUS GRANULAR EMBANKMENT AND BACKFILL ASTM D2321 (CLASS III, NA OR NB) COARSE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL ASTM 02321 (CLASS I4 18 OR II) COARSE AGGREGATE FREE FROM FROZEN LUMPS. REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL 2.4 SELECT STRUCTURAL FILL! GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E65D-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL• WELL -GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM 02487 (SE OR SW -SM). 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM 02940, 2.7 UNSUITABLE MATERIAL: HIGH ANO MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIA. CONTAINING REFUSE. FROZEN LUMPS. DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION. AND OEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, 01-I, ML AND OL 2.8 GEOTDCTILE FABRIC: MIRAFI 50DX OR ENGINEERED APPROVED EQUAL 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING ANO LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM THICKNESS OF D.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 P51 IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE REO FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UT1LfTIES. PART 3 - EXECUTION 3.1 GENERAL A. BEFORE STARLING GENERAL SITE PREPARATION ACTIVITIES. INSTALL EROSION ANO SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDRION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. 8. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABUSH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEOED FOR EXECUTION OF THE WDRK. C. CLEAR AND GRUB THE AREA WflHIN THE LIMITS OF THE SITE. REMOVE TREES. BRUSH. STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS. AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE. RAKE, 015K OR PLOW THE AREA TO A OEPTH OF NO LESS THAN 6 INCHES. AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPDSED. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH 15 INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING ANO DEMOLRIDN WORK COMPLETELY WITH SUITABLE FILL D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED ANO/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDMCATEO ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER REM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. F. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3.2 BACKFILL: A AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE. INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST -IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WfTH APPROVEO MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES. ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN B -INCHES LOOSE THICKNESS AND COMPACTED. WHERE MIND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN UFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY A5 PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 898. 3.3 TRENCH EXCAVATION: A UTILITY TRENCHES SHALL BE EXCAVATED TO THE UNES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUCHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDMONS ARE ENCOUNTERED, BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WRH GRANULAR BEDDING MATERIAL 3.4 TRENCH BACKFILL: A PRONDE GRANULAR BEODING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILUHG. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUFTS IN 6 -INCH UNCOMPACTED UFTS UNTIL 12 INCHES OVER THE CONDUITS. SOUDLY RAM AND TAMP BACKFILL INT0 SPACE AROUND CONDURS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F. ABOVE THE CONDOR EMBEDMENT ZONE, PLACE ANO COMPACT SATISFACTORY BACKFILL MATERIAL 1N 6 -INCH MAXIMUM LOOSE THICKNESS UFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. C. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDLATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY A5 PROVIDED BY THE STANDARD PROCTOR TEST. ASTM D 698. 3.5 ACCREGATE ACCESS ROAD: A CLEAR, GRUB. STRIP ANO EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF -ROLL ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED. 8. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST. ASTM 0 1557. C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTE(TiLE FABRIC (MIRAFI 500)0) SHALL BE INSTALLED TO THE UMFTS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE. 1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERUNE AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WfTHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE, 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TDP) AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO INSURE POSRIDNING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET. D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAVERS NOT MORE THAN 4 INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOIDS -TILE FABRIC SHALL BE END -DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE THE FIRST UFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO COMPACTION. AT ND TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE FABRIC. E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS FRONDED BY THE MODIFIED PROCTOR TEST. ASTM D 1557 WFTH A TAMPING ROLLER, OR WITH A PNEUMATIC -TIRED ROLLER. OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THE TOP LAYER SHALL BE OMEN A FINAL ROLLING WITH A THREE -WHEEL OR TANDEM ROLLER. 3.6 FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE UNITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH All SURROUNDING TOPOGRAPHY AND STRUCTURES. B. U11UZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2' - 3/4' CRUSHED STONE ON TOP SOIL STABIUZER FABRIC. D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDMON. 33 ASPHALT PAVING ROAD: KANSAS: A. DMSION 600 - KDOT FLEXIBLE PAVEMENT. MISSOURI A. SECTION 403 - NOWT ASPHALT CONCRETE PAVEMENT. COLORADO A DIVISION 400 - COOT PAVEMENT MINNESOTA: A SECTION 2321 - MN/DOT ROAD -MIXED BITUMINOUS SURFACE. B. SECTION 2360 - MN/DOT PLANT MIXED ASPHALT PAVEMENT. IOWA: A IOWA DOT CHAPTER 8 - HOT MIX ASPHALT (HMA) PAVEMENT, BASES, AND SUBBASES. NEBRASKA: A DMSION 500 - BITUMINOUS PAVEMENT. WISCONSIN: A SECTION 460 - WISDOT HOT MIX ASPHALT PAVEMENT. IUJNOIS: A IUJNOIS DOT SECTION 403 - BITUMINOUS SURFACE TREATMENT. B. ILLINOIS DOT SECTION 406 - BITUMINOUS CONCRETE BINDER AND SURFACE COURSE CLASS I. SITE WORK & DRAINAGE NOTES 1 at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 ale WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 'WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0050 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE i 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER WY DIRECT SUPERVISION AND THAT I AM A DULY UCENSEO PROFESSIONAL ARCHFTECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: SIGNATU KS DATE 05/05/14 LICENSE 1 26379 EXP. 06/30/14 R IS A MOW= OF 1Mf FOR ANY MESON, UNC THEY ARE ACTINO HOER INIE 01F1ECIION OF A LICENSED PROFESSIONAL AROT41EGT, 1D ALTER 7145 =M R. t fr• 1 5/5/14 REV6E6 p4RIm/caaRROrnaw 1 64/17/14 map PIAWT/c0161RU01OM 0 07/27/14 PQWR/OONSIRUC7gN REV 617E DESCRIPTION r PROaECT LOCATION' EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION COMPOUND PLANS DRAWING NUMBER C-12 Page 45 INSTALL INSTALL INSTALL THIS 15 NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EOUNALENT. CONTRACTOR SHALL VERIFY ALL NEEOED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED -SITE INSTAL, (1) 11'-5'X20'-0" FIBERBONO EQUIPMENT SHELTER RRENCH/NSTALL (3) NEW UNDERGROUND CABLE CONDUITS NSTALLPROPOSED- (1)TNWER (1} HEW 1D-0" TALL TOWER ON ROOFTOP NSTLL (3) NEW COMMSCOPE SV-QVO-B FRAMENSTALL (3) UMTS 650 RRH, 1 PER SECTOR NSTALL (3) UMTS 1900 RRH, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH WCS, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH AWS, 1 PER SECTOR NSTAL, (6) ALCATEL-LUCENT RRH LTE 7D0L P2, 2 PER SECTOR NSTALL (9) AHDREW SBNHH-1D65B ANTENNAS, 3 PER SECTOR NSTALL (1) RAYCAP DC6-46-60-0-8F SURGE PROTECTION UNIT NSTALL NSTALL (12) MOIINtON2) RAYCAP GPIPES�-IB-BF SURGE PROTECTION UNIT NSTALL (3) FlBERNSTALL (6) DC OCABLES WER �ELSESTCHESTER PROPOSED -SHELTER (1) EMERSON POWER BAY (1) PROPOSED EMERSON BATTERY STACK (2) 23" Fir RACKS) . `_� ■ T` �� 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 SEC WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 3D0 EAST SCHAUMBURG, IL 60173 EXISTING BUILDING ' EXISTING FENCED CARRIER COMPOUND co z ao _____. SERVICES LLC LaTc tA �� E „071 n n La D 40 oc�in p TIT U ■ m c� FOX GLEN 6BARRI GTON, IL 60010 TELEPHONE: 847-277-0070 FAX ; 847-277-0080 AE®westchestersarvicas.com ore 0 o o 0 a w II 071 S N * W +I "rl 071 111111111111111111pQAI■ , JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, 1L 60010 TELEPHONE: 847-277-0D70 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE EXISTING BUILDING 0' 5' 10' 15' 25' (TOWER) ELEVATION 9 9 I I 1 -0 "=25'" ■ ■ ■• 1 I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND PRAT I NAL AARRCHITECTYUNDEERRSTHHEED PLAWSSOF THE STATE OF' MINNESOTA. PRINT NAME M. - SIGNATURE: *� DA +"/14 LICENSE ! 26379 NOTE: NEW AT&T SHELTER TO BE FIBER BOND PREFAB CONCRETE SHELTER. PAINT NOTE: TOWER AND ANTENNAS TO BE (3) NEW AT&T ANTENNAS w/(6) NEW AT&T RRH UNITS ON TO MATCH ZONING CODE. PAINTED EGGSHELL WHITE PROPOSED SECTOR FRAME ON PROPOSED 10'-0' TOWER ON EXISTING BUILDING ELEVATED PENTHOUSE (TYP. OF 3 SECTORS) (3) NEW AT&T r PVC CONDUITS W/(3) NEW FIBER CABLES AND (6) NEW DC POWER CABLES RUN ACROSS ROOFTOP TO NEW AT&T ANTENNAS EXP. 06/30/14 'r Ir PROPOSED 10'-0" TOWER ON PENTHOUSE. (SEE DETAIL„ #8/`T-6) N A , ULESS THEY ARE ACTING UNDER THE COCCI= OFA LICENSED PROFESSIONAL ARCHITECT, 1610 ALTER nils DOCIANE T. • z w iftIELEVATED t� (SEE SHEET 5-1 FOR DETAILS) PROPOSED CABLE TRAY RUN UP THE SIDE OF EXISTING BUILDING. (SEE DETAIL #7/T-6) -, II 1- 45 8 11 — LLLLLL i EXISTING FENCED CARRIER COMPOUND • 1 5/5/14 RDASEO PFAYIT/Cp1STR11CI1ON 1- z - - — — — a� - - -071 r PROPOSED 12'-0"X20'-0' 1 D+/17/14 Rtvvam P r/r C11 ON Z a �i �� _ . 1 -1 7 AT&T EQUIPMENT SHELTER W/NEW AT&T EQUIPMENT o co/27/14 Pvarr/CONSTRUC :1H 4a Z LL REY •1 ah PESCR IPDOR as o o a z - o I�I `7 INSIDE NEW AT&T p6 a o _ CABLE r o I- J o Y Oo• S m U 071 1 i n HOUSING. SEE SHEET C--8. f PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, �1N 5511 S o o aZi II nn E M 4a �� NW *', �I *071 1L ' ' DIl1Ill1Ul1011IIO . PROJECT DESCRIPTION - _ _ NEW CONFlFEROUS TREES (SEE SHEET C-2 FOR DETAILS) TRENCH(3)NEW 6' CONDUITS FROM NEW EQUIPMENT SHELTER TO EXISTING BUILDING. (SEE DETAIL #8/T-6) DRAWING DESCRIPTION THEE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THE STRUCTURAL ANALYSIS WILL SHOW THAT THE TOWER HAS SUFFICIENT CAPACITY TO SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE COAX AND ANTENNAS SHALL COMMENCE AFTER A PASSING STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE OWNER OR AT&T FUNS REVIEWED AND APPROVED A STRUCTURAL ANALYSIS BY THE DESIGN ENGINEER.DRAWING TOWER ELEVATION N1B.8ER T-1 • PROPOSED TOWER 0' 5' 10' 15' 25' STRUCTURAL NOTE ELEVATION ■ ■ 1•=25'-0- ■ ■ ■ 2 Page 46 NOTES: ES: THIS IS NOT MI AU. INCLUSNE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED -SITE INSTALL (1) 11'-s'X20'-0" FlBERBONO EQUIPMENT SHELTER / NEW UNDERGROUND CABLE CONDUITS !TRENCH N 11'(3) PROPOSED -TOWER NSTALL (1) NEW 10'-0' TALL TOWER ON ROOFTOP NSTALL (3) NEW COMMSCOPE SV—gV10-9 FRAMES STALL (3) UMTS 1350 NECTOR STALL (3) UMTS 1900RRRH, 11 PER PER S SECTOR STALL (3) ALCAT0.-LUCENT RRH WCS, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH AWS, 1 PER SECTOR NSTALL (6) ALCATEL-LUCENT RRH LTE 700L P2, 2 PER SECTOR NSTALL (9) ANDREW SBNHH-10658 ANTENNAS, 3 PER SECTOR NSTALL (1) RAYCAP DC6-48-60-0-BF SURGE PROTECTION UNIT (2} RAYCAP DC6-48-60-16-8F SURGE PROTECTION UNIT NSTALL (12) MOUNTING PIPES NSTALL (6) DC POWER CABELS NSTALL (3)FIBER GABLES PROPOSED -SHELTER INSTALL (1) EMERSON POWER BAT INSTALL (1) PROPOSED EMERSON BATTERY STACK INSTALL (2) 23" FlF PACK(S) t ���e 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 554-35 (2) PROPOSED LTE PROPOSED 1. RAYCAP DC6-48-60-18-8F SURGE SUPPRESSOR WILL ROUTE FIBER MOUNTED ON ' , TO ALL TOWER MOUNTED RRH'S AND POWER TO ALPHA SECTOR AND MOUNTING PIPE (�- 4‘4,444 (TYP. OF 3 SECTORS) ` • BETA SECTOR RRH'S +` (2) PROPOSED LTE RRHS 2. RAYCAP DC -4B -60-0-8F SURGE SUPPRESSOR WILL ROUTE POWER MOUNTED ON PROPOSED MOUNTING RPE �°i TO GAMMA SECTOR. (TYP. OF 3 SECTORS) J� 6�J¢ GqM � y,h 5E'er A ��� ���. ayo.14 R �►� AIIIIIlis SEC WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD 300 EAST SCHAUMBURG, IL 60173 (2) PROPOSED UMTS RRH UM MOUNTED ON PROPOSEDSUITE r$ ' �+ ` MOUNTING PIPE i� •� ol*,,* (TYP. OF 3 SECTORS)STALL V 0 4 1-04 , i� ��� aL+ IWESTCHESTER SERVICES LLC ` 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE 647-277-0070 FAX B47-277-0080 AEGwesichesterservices.com jJ \ (1) SURGE PROTECTION UNIT BANDED TO TOWER (TYP. OF 3 I 1 SECTORS) JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON. IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 (3) PROPOSED ANTENNAS MOUNTED ON PROPOSED MOUNTING PIPE (TYP. OF 3 SECTORS) k" k, N tiQo� PROPOSED BROADBAND TOWER. krCi o (SEE SHEETS 1) �� � D pa 441277 9701.D� A LANDLORD/PROPERIY OWNER SIGNATURE eI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: JOHN M. BANK SIGNATURE: DA 5 14 LICENSE • 28379 � ANTENNA LAYOUT PLAN ANTENNA mmi 1/4"=1'-0" 1 EXP. 06/30/14 IT F3 A HOUTION OF LAW FOR ME PERSON, UNLESS 114ET MO 00210 UNDER THE OIIQICI1ON Of A MESSED PROFESSIONAL ARLT11ECT, TO ALTER THIS 000711EpIT. 1 1 3/5/14 REIESED PERMET/CCRSIRUCI1C4 1 04/17/14 ROAM) PERMET/CSISTR11C11014 0 03/27/14 POWR/CONS1RUCRON REV t OAR OESC70PDON d PROJECT LOCATION., EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 PROJECT DESCRIPTION DRAWING DFSCRIPT1CN ANTENNA CONFIGURATION THESE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THE STRUCTURAL ANALYSIS WILL SHOW THAT THE TOWER HAS SUFFICIENT CAPACITY TO SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE COAX AND ANTENNAS SHALL COMMENCE AFTER A PASSING STRUCTURAL ANALYSIS HAS BEEN RECENED BY THE OWNER OR AT&T HAS RENEWED AND APPROVED A STRUCTURAL ANALYSIS BY THE DESIGN ENGINEER. DRAWING NUMBER T-2 NOT USED ND SCALE 2 STRUCTURAL NOTE Page 47 REMOTE RADIO HEADS (DESIGN PER RFDS DATED 04/17/14) REMOTE RADIO HEADS (DESIGN PER RFDS DATED 04/17/14) THIS iS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UPUZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FlJNCRONAL SITE. t `�� � �J � ��■_�■ ♦♦♦.-s----"_ T` T` 4300 MARKET POINTE DRIVE BLOOMINGTON. MN 55435 SECTOR RRH TYPE RRH LOCATION (MAX. DISTANCE FROM MINIMUM CLEARANCES DC JUMPER CABLE SECTOR RRH TYPE RRH LOCATION (MAX. DISTANCE FROM MINIMUM CLEARANCES DC JUMPER CABLE THE PROJECT GENERALLY CONSISTS OF THE FOLLDWINC: SURGE SUPPRESSOR) ABOVE BELOW SIDES QTY AWG SURGE SUPPRESSOR) ABOVE BELOW SIDES OTY AWG PROPOSED -SITE Al ALCATEL-LUCENT (700 MHz AND AWS) 16.4' 16" 8" 0" 2 12 ALCATEL-LUCENT (850 ANO 1900 MHZ) 16.4' 16" 8" 0" 2 12 INSTALL (1) 11'-5'420'-0" FlBERBOND EQUIPMENT SHELTER ORENCH/NSTALL (3) NEW UNDERGROUND CABLE CONDUITS ar,NSTA WIRELESS ENGINEERINGGROUP 1501 E. W000FIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 01 ALCATE H LUCENT (700 MHz AND AWS) 16.4' 16" 8" 0" 2 12 B2 (850 AND 1900 MHZ) (850ALCAAND 16.4 16" 8" 0" 2 12 PROPOSED -TOWER NSTALL (1) VALMONT' PART •61TI'10 BROAD BAND TOWER ON ROOFTOP NSTALL (3) UMTS 850 RRH, 1 PER SECTOR 01 ALCATEL-LUCENTALCATEL-LUCENT (700 MHz AND AWS) 16.4' 16" 8" 0" 2 12 G2 (850 AND 1900 MHZ) 16.4' 16" 6" 0" 2 12 L (3) UMTS 1900 RRH, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH WCS, 1 PER SECTOR NSTALL (3) ALCATEL-LUCENT RRH AWS, 1 PER SECTOR NSTALL (6) ALCATEL-LUCENT RRH LTE TOOL P2, 2 PER SECTOR SURGE SUPPRESSION SYSTEM REMOTE RADIO HEAOS (DESIGN PER RFDS DATED 04/17/14) NSTALL (9) ANDREW SBNHH-10658 ANTENNAS, 3 PER SECTOR NSTALL (1) RAYCAP DC6-48--60--0--6F SURGE PROTECTION UNIT NSTALL (2) RAYCAP DC6-48-60-18-8F SURGE PROTECTION UNIT NSTALL (12) MOUNTING PIPES INCLUDED IN PLATFORM KIT MANUFACTURER PART NUMBER QTY LOCATION SECTOR RRH TYPE RRH LOCATION (MAX. OISTANCE FROM MINIMUM CLEARANCES DC JUMPER CABLE NSTALL (6) DC POWER CABELS NSTALL (3) FIBER CABLES IWESTCHESTER SERVICES LLC RAYCAP 012 -48 -60 -RM 2 MOUNTED INSIDE PROPOSED FIF RACK SURGE SUPPRESSOR) ABOVE BELOW SIDES QTY AWG PROPOSED -SHELTER RAYCAP DC6-48-60-18-8F 2 MOUNTED ON EXISTING TOWER A4 ALCATEL-LUCENT 16.4' 16" 8" 0" 2 12 INSTALL (1) EMERSON POWER BAY 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE 847-277-0070 : 847-277-0080 AE@westchesterservices.cam RAYCAP DC6-48-fi0-0-8F 1 MOUNTED ON EXISTING TOWER (700 MHz & WCS) INSTALL (1) PROPOSED EMERSDN BATTERY STACK INSTALL (2) 23' FlF RACK(5) B4 ALCATEL-LUCENTFAX (700 MHz & WCS) 16.4' 16" 8" 0" 2 12 G4 ALCATEL-LUCENT (700 MHz & WCS) 16.4' 16" 8" 0" 2 12 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE 647-277-0070 FAX : 847--277-0080 PROPOSED ANTENNA AND TRANSMISSION CAL LES REQUIREMENT MO SCALE 1 (1) NEW LTE/UMTS ANDREW SBNHH-1065B PER SECTOR (TYP. OF 3 SECTORS) FUTURE LTE ANDREW SBNHH-1D65B (2) NEW AT&T RRHS (LTE 700/WCS) LANDLDRO/PROPERLY OWNER SIGNATURE (2) NEW AT&T RRHS (LTE/UMTS) MOUNTED BEHIND NEW AT&T ANTENNA (TYP. OF 3 SECTORS) (1) NEV RAYCAP SURGE PROTECTOR (TYP. OF 3 SECTORS) (1) PER SECTOR (1) NEW RAYCAP (TYP. OF 3 TOF 3 SECTORS)MOUNTED ( YP.I SURGE PROTECTOR SECTORS) BEHIND NEW AT&T ANTENNA (TYP. OF 3 SECTORS) (1) NEW RAYCAP SURGE PROTECTOR (TYP. OF 3 SECTORS) 1110-7 " HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME JO M. :: SIGMATUR • . i +5/14 UCENSE j 26379 ] '-- 7� n _ P. 05/30/14 • l r �� - , -r- R s a VIOlAT10H OF IAM FUR AM' PERSDN. W& THEY ARE iC11 WEER ME MECUM OF A LICE7Fa1ED PR01i1L AI1IE, 10 ALTER U' •1 �_ r _ei ! ���� gip •�'�':. -. — -- - � - �� rI� ��EE i I 1 4/1714 RENSED PEAM/CS1RUCTI04 '�t i a/n/14 RENSm a/csatuend+ Z ��I = ' 111_111111 0 63/27/14 Pr/CON51RUC11ONmo'-II'I '�'■ 1 REy ORE DESCRIPTION/ *Oar.-]. PROJECT LOCATION' I��% �� EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 *Mir . iig. I 8'-0" PIPE MOUNT INCLUDED IN T -FRAME KIT NEW TOWER 8'-O" PIPE 1 MOUNT INCLUDED IN T -FRAME KIT NEW TOWER 8'-0" PIPE _ MOUNT INCLUDED IN T -FRAME KIT NEW TOWER I DRAWING DESCRIPTION ANTENNA MOUNTING & RRH REQUIREMENTS "PRAYING NUMBER T-3 LTE/UMTS ANTENNA AND LTE (700/WCS) RRH MOUNTING NO SCALE 2 FUTURE LTE ANTENNA MOUNT DETAIL NO STALE 3 ND SCALE 4 RRHS MOUNT DETAIL. DETAIL Page 48 1. CONTRACTOR IS TO REFER To AT&T'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION. 2. CABLE LENGTHS WERE DETERMINED BASED ON A VISUAL INSPECTION DURING SETE WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE-CONSTRUCTION WALK. 3. CONTRACTOR TO USE ROSENBERGER FIBER UNE HANGER COMPONENTS (DR ENGINEER APPROVED EQUAL). - at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 ANTENNA AND TRANSMISSION CABLE REQUIREMENTS (VERIFY WITH CURRENT RFDS) &ID WIRELESS ENGINEERING GROUP 1501 E. WOODFlELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 SECTOR ANTENNA TYPE ANTENNA TILT CENTERLINE AZIMUTH MECH. ELEC. ELEVATION FIBER TRUNK FIBER TRUNK Al ANDREW SBNHH-1D65B 45° 0° — — 40'-0" FB—L988--034-60000 FB—L98B-034-60000 A2 ANDREW SBNHH-1 D65B 45' 0' — — 40'-0" FB—L98B-034-60000 FB—L98B-034-60000 WESTCHESTER SERVICES LLC A4 ANDREW SBNHH-10658 45' 0° — — 40'-0" FB—L98B-034-60000 FB—L986-034-60000 604 FOX GLEN IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE®westchesterservices.com B1 ANDREWBARRINGTON, SBNHH —1 D 6 5B 200' 0' — — 40'-0" FB—L98B-034-60000 FB—L98B-034-60000 B2 ANDREW SBNHH-1 D65B 200° 0° — — 40' —0" FB—L986-034-60000 FB—L98B-034-60000 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 B4 ANDREW SBNHH-1 D65B 200° 0' — — 40'-0" FB—L98B-034-60000 FB—L98B-034-60000 G1 ANDREW SBNHH —1 D 6 5 B 290' 0° — — 40'-0" FB—L98B-034-60000 FB—L988-034-60000 G2 ANDREW SBNHH-1D65B 290• 0° — — 40'-0" FB—L98B-034-60000 FB—L98B-034-60000 LANDLORD/PROPERTY OWNER SIGNATURE G4 ANDREW SBNHH-1D65B 290• 0• — — 40'-0" FB—L98B-034-60000 FB—L98B-034-60000 i e I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ST TUNNER THE LAWS OF THE STATE E OOF F MINNESOTA PRINT NAME JOHN NI SIGNATURE: DATE: 5/05/14 LICENSE + 28378 PROPOSED ANTENNA AND CABLE REOUIREMENTS A - EXP. 06/30/14 IT IS A VI/CLAD/3N OF LAW FOR ANf PERSON. UNLESS 11IE1' AME AGIIID WIDER 11E OPIEC11011 OF A WOOED PROFESSIONAL ARQIIE F, ID !UM 11.1114 DOEIMEITI. N N t 5/5/14 IR17SED PE�IR/CON'IROCf1GR t 61/17/14 MIMED PERu7/CONSIRVCIIm4 D 03/27/14 PEAOT/CONSTIWC7rX IIff DME DESORPTION • PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS. MN 55118 DRAWING DESCRIPTION ANTENNA 8 CABLE REQUIREMENTS DRAWING NUMBER T-4 NOT USED B NOTES Page 49 IN GAMMA. C, OR ALPHA, A. OR RF CABLES RF CABLES C1 THRU C10 Al THRU A10 AS REVD AS REVD ANTENNA SECTION 1. CABLE PORT DIAGRAM ONLY REQUIRED FOR SHELTER SITES. 2. CONTRACTOR SHALL MU. OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT1 DIAGRAM WILL BE AFFIXED TO THE INTERIDR SHELTER WALL NEM THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION, THE CHART IS INTENDED TO BE USED TO RECORD THE UNE AND CORRESPONDING ANTENNA POSITWN ON THE TOWER AT THE TIME OF INSTALLATION. 3. ONE COMPLETED COPY PLUS (2) TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTNE PLASTIC SLEEVE 4. SWEEP TEST EACH JUMPER AND DOCUMENT THE TEST IN ACCORDANCE WITH THE PROJECT PROCEDURES. 5. USE THIS DRAWING FOR COAX CABLE GROUNDING SPECIFICATIONS, SEE DRAWING G-1 FOR GENERAL REQUIREMENTS.&Tr/ INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. _ aT 1 sET ` ` 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 150iE. SUITE 300 IELD EASTROAD SCHAUMBURG, IL 6D173 •6. C1 Bt / BETA, B, OR Y I - 11 NOTES B RF 8 0 61 AS REVD ANTENNA SECTOR 4 GSM & UMTS LINE TAG 1. RF REPORT FR ORFIC. REFER O EACH SITE TOMUTH WDETERILL �E THE FROM RANTENNA EGION TLOCATION AND FUNCTION OFO REGION MID IS SITE IEACH TOWER SECTOR FACE, VINYL 2 ENVIRTHE ONMENTAL CONDITIONNA SYSTEM NS CAUSE PHYSICAL DAMABE LABELED GE, THEN PHYSICAL�TAGS AREREFERRRT IN LOCATIONS ED. 3. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN. YELLOW, ORANGE, BROWN, WHITE, AND VIOLET. THESE TAPES MUST BE 3/4' WIDE & W RESISTANT SUCH AS SCOTCH 35 VINYL ELECTRICAL COLOR CODING TAPE ANO SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 4. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE", ARO 5. WHEN AN 1S-136/TDMA ISN ENCOUNTERED, THEG COAXIAL UNE HCONTRACTORT IS S SHD ALL REMOVE THE EXISf1NO BE A SHARED UNE G COLOR RWEEN SCODING SCHEME AND REPLACE R WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THE CURRENT VERSION OF ND-DDD27. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, ORT WHEN INSTALLING G PROPDSED COAXIAL GABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. 6. ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) THREE WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVEUNC. 7. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF 3" WIDE, AND SHALL HAVE A MINIMUM OF 3/4' OF SPACE BETWEEN EACH COLOR. B. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE-TO-SIDE 9. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME ANO THEY ARE NOT INTENDED TO BE REUSED OR SHARED WITH THE GSM TECHNOLOGY, THE EXISTING COLOR CODING SCHEME SHALL REMAIN UNTOUCHED. II!WESTCH ESTER ig SERVICES LLC CABLE Q FINITION NO SCALE NO SCALE CABLE PORT DIAGRAM 604 FOX GLEN BARRIHIL 60010 TELEPHONE 847-277-0070 FAX : 847-277-0080 AE®westchesterservices.cam ..11.••• , .. 7 • ao a. 1h '-. 1. SECTOR . SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT— CABLE HEIGHT— CABLE HEIGHT— CABLE HEIGHT.—. RX RX Rx JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0D70 FAX : 847-277-0080 Tx TX TX I SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE LANDLORD/PROPERTY OWNER SIGNATURE CABLE HEIGHT.. CABLE HEIGHT— CABLE HEIGHT— CABLE HEIGHT_ RX RX RX Rx TX TX TX TX r • I HEREBY CET1TIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: Ji. SIGNATURE 4 14 LICENSE 1 26379 SECTOR SECTOR SECTOR SECTOR COAX COLOR CODING & IDENTIFICATION NOTES C CABLE CABLE GABLE LE CABLE HEIGHT— CABLE HEIGHT-.._ CABLE HEIGHT— CABLE HEIGHT— Rx RX Rx_ WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG SHALL BE 1 1/2" IN DIAMETER WITH 1/4" STAMPED LETTERS ANO NUMBERS INDICATING THE SECTOR, ANTENNA POSITION, AND CABLE NUMBER. THE 10 MARKING' LOCATIONS SHOULD -BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE SAME LOCATION AS DEFINED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON THE "GSM AND TDMA LINE TAG" DETAIL TX SECTOR SECTOR SECTOR SECTOR EXP. 06/30/14 CABLE- CABLE CABLE CABLE CABLE MARKING TAGS D CABLE HOCHT— CABLE HEIGHT— CABLE HEIGHT— CABLE HEIGHT— --.....\\ IT 19 A NOIA110N OF LAW TOR ANY PEA:9X UM.OF THEY ARE AC1M10 UNDER THE DIRECTO! OF A L TO &T P 1118 ION4. ARCMTEOT, TO ALTFA T1is =MOM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: Tx 0 CABLE MARKING LOCATIONS TABLE SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE 1 5/5/14 REVSED PERYR/COIBRRICRON 1 04/17/14 REVISED PEAIEr/CO 1RUrnOH NO LOCATIONS E 111/27/14 rv:dR/CONSTRucrom O EACH TOP -JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE BANDS. Vex A DATE DEscRIPIIOR ' CABLE HEIGHT— CABLE HEIGHT— CABLE HEIGHT CABLE HEIGHT— Rx Rx - PROJECT LOCATION: O EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET WITH I(1) BANDS OF 3/4"THE WIDEO COLOR BANDS JUSTTION PRIOR AND TO ENTERING THE BTS OR TRANSMITTER BUILDING. OF EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 SECTOR SECTOR SECTOR SECTRT O3 CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. CABLE CABLE CABLE LE CABLE HEIGHT —.-. CABLE HEIGHT — CABLE HEIGHT_ CABLE HEIGHT — DRAWING QESCRIPTION ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. COAX COLOR CODING Tx 1x Tx I OSET ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. DRAWING NUMBER T-5 COAX COLOR CODING NO SCALE A CABLE MARKING LOCATIONS DIAGRAM E Page 50 PROPOSED ANTENNA MOUNTING PIPE (ANDREW P/N MT -537 OR ENGINEER APPROVED EQUAL) �� - (2) PROPOSED \li t��1� � �+ �� I -,+ PROPOSED MOUNTING BRACKET (TYP) OPOSED PROPOSED ANTENNA ANDREW P/NOATT-537 537 OPIPER ENGINEER APPROVED EQUAL) �� �� \i \ �ll `. i;0.4.4.. 0 `� ' ' ' 1 PROPOSED LTE RRH �`� ,`�j At&t M 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 COMMSCOPE ANTENNA SBNHH-1 D65E� RA00ME MATERWL: FIBERGLASS, LN RESISTANT RADOME COLOR: UGHT GRAY DIMENSIONS, HxWxD: 1828x301x181mm (72"x11.9%7.1") WEIGHT: 40.6 16s 0 150 km/h WIND LOADING: 2812B F6N O 150 km/h CONNECTOR: 7/16 DIN FEMALE '.v r :::44:ElfJ IRELESS ENG NEERIN GROUP 1501 E. WOODFIELD ROAD SUITE .300 EAST SCHAUMBURG, IL 60173 J RRHS \ \I• `�I;,;�WA ., ANTENNA PROPOSED MOUNTING BRACKET (lYP) WESTCHESTER SERVICES LLC j5.4._ 14.6' 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 Fax : 547-277-0080 , AE®westchesterservices.com PROPOSED ANTENNA SPECIFICATIONS y 1 ANTENNA MOUNTING RRH MOUNTING DETAIL NO scxe 3 WITH RRH'S DETAIL ND SCALE 2 e JOHN M. BANKS ARCHITECT 604 FOX GLEN IL BAR - 770 TELEPHOONE NE: 8 8447-277-00 070 FAX 847-277-0080 • RAYCAP DCB -48-60-18/0-8F RAYCAP D12 -48 -60 -RM NOTE ANTENNA NOT SHOWN FOR CLARITY 41 s �/ 4 �; - ll � �'` pv.40 .` • PROPOSED MDUHnNcPLATESTATE PROPOSED PIPE MOUNT BRACKET (TYP OF 2) PROPOSED 2 3/8' ANTENNA MOUNTING PIPE DIMENSIONS, WxOxH: 264x160x264mm NOMINAL OPERATING VOLTAGE: 48 VDC NOMINAL DISCHARGE CURRENT: 20 kA MAXIMUM DISCHARGE CURRENT: 60 kA MAXIMUM CONTINUOUS OPERATING VOLTAGE: 75 VDC VOLTAGE PROTECTION RATING: 400 TOTAL WEIGHT: 30 ICs (16.8'x20.1"x3.3') 8/20µ! 6/200 V DIMENSIONS, WxDxH: 2BOx610mm (l1"x241 NOMINAL OPERATING VOLTAGE: 46 VDC rr 1 ll 1 NOMINAL OISCHARGE CURRENT: 20 kA 8/20µs .� 1� . �I 1- -I LANDLORD/PROPERTY OWNER SIGNATURE MAXIMUM DISCHARGE CURRENT: 6D kA B/20µs I� �I�1 MAXIMUM CONTINUOUS OPERATING VOLTAGE 75 VOC 1� �1 VOLTAGE PROTECTION RATING: 400 V 1-_ 1 1 WIND LOADING: 150 MPH (SUSTAINED 1 195 MPH (OUST) I I 'I HERE6Y CERTIFY THAT THIS PLAN, PREPARED BY ME OR UNDER MY D[RECT SUPERVISION AND THAT 1 OF MINNESOTA DULY UCENSED PROFESSIONAL F UNDER THE LAWS OF THE PRINT NAVE: J M. BAN SIGNATUR • 05 14 UCENSE }I' 26379 .I ,. TOTAL WEIGHT: 32.8 Ihs[1SPECIFICATION,ORREPORTWASI�I i 74%.4.14' l fr "' �' T 1 II F DC SURGE SUPPRESSOR DETAIL NO SCALE 4 DC SURGE SUPPRESSOR DETAIL No Sr RRH MOUNTING PLATE DETAIL SCALE NO 6 lap. 05/30/14 R O A 110 ACON OF UR FOR AIH POISON. UNLE59 T..ET AAE AC1hi6 moot THE DIRECTION Of A DCDRED PROFESS:3u10/1O1TECT, TO Aim OOCIAACHT. • 6" PVC CABLE CONDUIT (1 PER SECTOR) HOLD DOWN CLAMP FASTENED TO 4" X 4"\,1111SIVK,�0 1/4" X 1"� LONG LAG SCREWS. lir -"‘"73S-, t�1' Ao‘ �-a� ��J `! 4" X 4" X 12" (FOR CONDUCT} PROPOSED BANDING STRAP (TYP OF 2) THIS PROPOSED DCB SURGE SUPPRESSOR MOUFIfING 1 5/8/14 REAS 0 PERMR/CON51RUcTlo 1 04/17/14 WISED SMR/00H5TMUCDON -WITH 03/27/14 PERMR/CONSIRUCC N REV �M =GRIME PROJECT LOCATION' EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 PIp 1. 1......00.---140 DRAWING DESCRIPTION I1 11' •111 / 1. TOWER EQUIPMENT DETAILS PVC SLEEPERS. INSTALL EVERY O" WHEN UNTED ON ROOF. SETON RUBBER MICROFLECT #B1585 & .#B1637 DRAWING NUMBER, T-6 NOT USED INO SCALE 17 CABLE CONDUIT RUN DETAILND SCALE 18 DC6 SURGE SUPPRESSION BANDING DETAIL mut 9 Page 51 r L FUTURE FUTURE FUTURE LTE 700 AWS WCS a 1 + 1 a a + 1 a a + 1 J J 2 2 2 2 1 TX1/RX1 TX2/RX2 700 RRH CPRI/OC NOTE (1) DC6-48-60-18-8F UNIT SHOULD SUPPLY FIBER TO AU. SECTORS AND POWER TO ALPHA SECTOR. (1) DC6-48-60-0-BF UNIT SHOULD SUPPLY POWER TO GAMMA SECTOR. (1) DC6-48-B0-18-8F UNTT SHOULD SUPPLY POWER TO BETA SECTOR 1x1/9X1 TX2/RX2 FUTURE AWS RRH CPRI/DC u u u PROPOSED 1/2' JUMPER (TYP) PROPOSED RISC FOR REF CABLE (TYP) UMTS UMTS FUTURE 856 1900 AWS/WCS + 1 •1 u) u) h +u) 1 + 1 + 1 J J S T 2 2 L_ 1 h 1X/RX RX UMTS 850 60W RRH 10 UMTS 850 60W RRH 20 DATA SLAVE DATA MASTER uu yuu TX RX RX UMTS 1900 RRH 1C UMTS 1900 RRH 2C DATA SLAVE DATA MASTER PROPOSED FIBER JUMPER (rip) PROPOSED FIBER TRUNK CABLE FIF RACK uu 1 L_ LTE • 700 0 WCS WCS + 1 + 1 + a J J T 2 2 2 TX1/RX1 TX2/RX2 700 RRH CPRI/DC 1111 WCS RRH 1919111191911 RAYCAP 006 -48 -6D -18-8F (RAYCAP DC6-48-6D-0-BF IN GAMMA SECTORS) ` PROPOSED DC POWER CABLE (TYP) 1 w w RAYCAP DC12-46-60-RM FIBER BASE BAND UNIT (BBU) PROPOSED DC POWER CABLE (TYP) I (6) FIBER UNES TO BETA (6) FIBER UNES TO GAMMA LEGEND DIN MALE 1 DIN FEMALE 0 l/2- CDA JUMPER - FIBER CABLE ALARM CABLE DC POWER CABLE SYSTE DIAGRAM FOR ALPHA SECTOR (BETA AND GAMMA SIMILAR) NO SCALE at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 Scij WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 igWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604- FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE.' I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DA 05 14 UCEHSE % 26379 EXP. 06/30/14 IT 19 A VXeAT10I OF LAM TDR ANY PERSON, CUFF A LAM= PROFE590M. PAgitt0F, TD JUTER THM 00016110 .17. • PROJECT LOCATION - EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DROWIN.G DESCRIPTION SYSTEM DIAGRAM e DRAWING NUMBER T-7 • 1 5/5/14 REVISED PEAUT/CONSttUCN)N 1 04/17/14 604SED PERMIT/CONSTRUCTION 0 05/27/14 PERUR/mrs1Ruc114111 AEV DATE DESCAp60N PROJECT LOCATION - EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DROWIN.G DESCRIPTION SYSTEM DIAGRAM e DRAWING NUMBER T-7 Page 52 , LIST OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION UST OF ITEMS REQUIRING SPECIAL INSPECTIONS • INSPECTION OF REINFORCING STEEL INCLUDING PRESTRESSING TENDONS. AND PLACEMENT PER IBC REFERENCE SECTION 1913.4 OF THE IBC • AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATED SPECIMENS FOR STRENGTH TEXT, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE X CONCRETE PER SECTION 1913.1 OF THE IBC. • INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIDUE PER — SECTION 1913.6-8 OF THE IBC. • INSPECTION OF HIGH STRENGTH BOLTING. MATERIAL VERIFICATION OF STRUCTURAL STEEL, INSPECTION OF WELDING. INSPECTION OF STEEL FRAME JOINT DETPJLS PER SECTION 1704.3 OF 2. INSPECTION OF HIGH—STRENGTH BOLTING: THE IBC. TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH—STRENGTH BOLTS, NUTS AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. — X ACI 360, SEC. A3.3, APPLICABLE ASTM MATERIAL STANDARDS _ b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. — X — — 2. INSPECTION OF HIGH—STRENGTH BOLTING: a. BEARING—TYPE CONNECTIONS — X RCI 360, SEC. M2.5, APPLICABLE ASTM MATERIAL STANDARDS 1704,3.3 b. SUP—CRIDCAL CONNECTIONS X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD—FORMED STEEL DECK: a. FOR STRUCTURAL STEEL IDENTIFICATION— MARKINGS TO CONFORM TO NSC 36D. — ACI 360, SEC. M5.5 1708.4 b. FOR OTHER STEEL IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECEFTE0 IN THE APPROVED CONSTRUCTION DOCUMENTS. — — APPLICABLE ASTM MATERIAL STANDARDS 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. -- — NSC 360, SEC. APPLICABLE 3.5 AND AWS A5 DOCUMENTS — b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE— REQUIRED. _ — _ 5, INSPECTION OF WELDING: G. STRUCTURAL STEEL AND COLD—FORMED STEEL DECK: 1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS. X — AWS 01.1 1704.3.1 2. MULTIPASS FILLET WELOS. X — 3. SINGLE—PASS FILLET WELDS > 5/16.. X — 4. SINGLE—PASS FILLET WELDS $ 5/16'. — X 5. FLOOR AND DECK WELDS. — X AWS 01.3 i — b. REINFORCING STEEL 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. — X AWS 01.4 ACI 318: SEC. 3.5.2 _ 2. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X -- 3. SHEAR REINFORCEMENT. X — 4. OTHER REINFORCING STEEL — X I 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING. — X — 1704.3.2 b. MEMBER LOCATIONS. — — c. APPUCATION OF JOINT DETAILS AT EACH CONNECTION. — SPECIAL INSPECILQNS 1 at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 &3-.3 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 MWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE 847-277-0070 FAX : 847-277-0080 AE©westc hesterservices.co m JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 tL NDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHRECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: JOHN M. SIGNATURE DA 14 LICENSE 26379 EXP. 06/30/14 R S A moLoori 1:f L. FOR NA' PERSON. LISREM THEY ARE ACTING OMER THE DIRECTO/ OF A WOOED PROFESSIONAL AR[i4IECT, TD ALTER THS DOCUMENT. I 1 r 5/5/14 REVISED PERNR/CON5TRIJ011011 1 04/17/14 RE.1503 PERurt/C016111JC11011 0 03/27/14 PERM/CONSTRUCT:/1 `REV GATE MERMEN . PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWINS DESCRIPTION SPECIAL INSPECTIONS (DRAWING NUMBER T-8 • PART 1 - GENERAL 1.1 SCOPE A PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE DRAWINGS OR REQUIRED 61 OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: A AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC). MANUAL OF STEEL CONSTRUCTION (13111 EDmON), ALLOWABLE STRESS DESIGN (Aso)• B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED. ZINC -COATED WELDED AND SEAMLESS. ASTM A108: STEEL BARS, CARBON. COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT -DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60.000 PSI TENSILE STRENGTH. ASTM A325: HIGH-STRENGTH BDLT FOR STRUCTURAL STEEL JOINTS. ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS. 150 (KSI) (1035MPA) TENSILE STRENGTH, ASTM A500: COLD -FORMED WELDED AND SEAMLESS CARBDN STEEL STRUCIJRAL TUBING IN ROUNDS AND SHAPES. ASTM AS63: ARCBDN AND ALLOY STEEL NUTS. ASTM 6695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL_ ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE -WASHER -TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS l5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRDOES. AWS D1.1: STRUCTURAL WELDING CODE - STEEL D. RESEARCH COUNCIL DN STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS" AS ENDORSED BY AISC. E STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW UNSEED OIL OR ALKYD PAINT. 1.3 SUBMITTALS: A. SUBMIT THE FOLLOWING FOR APPROVAL 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS 01.1. PART 2 - PROTUCTR 2.1 STRUCTURAL STEEL: A SHAPES, PLATES AND BARS SHALL CONFORM TO ASTUE A36 AND ASTM A992. B. STRUCTURAL TUBING SHALL CONFORM TO ASTM .1500, GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53. TYPE E OR 5, GRADE B, 2.2 ANCHOR BOLTS: A ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: A COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OFA BOLT. A HEAVY HEX NUT, AND A HARDENED WASHER. B. HIGH STRENGTH BOLT SHALL CONFORM TO ASTM A325, ONE HIGH STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY Ha STRUCTURAL BOLT. A HEAVY HEX NLIT, A HARDENED WASHER CONFIRMING WITH ASTM F436 AND A DIRECT TENSION INDICATOR CONFORMING WITH STM F959. THE HAROENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN RGHTENINC.UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: A WELDING ELECTRODES SHALL COMPLY WITH AWS 01.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: A PRIMER SHALL BE RED OXIDE -CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 - EXECUTION 3.1 FABRICATION: A SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE MSC -ASD SPECIFICATION. AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED. 4, FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDUNG OF MATERIALS. 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNDS, BEFORE START OF FINISHING OPERATIONS. 6. PROVIOE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES ANO SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS.' 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS 01.1 FOR PROCEDURES. APPEARANCE. QUALITY OF WELD, AND METHOOS USED IN CORRECTING WELDEO WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CUPS FOR FIT -UP OF WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDEO FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 OF THE ASC -ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/B INCH THICK MINIMUM. 3.2 PRIMING: A STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC-SP3. "POWER TOOL CLEANING," C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH MSC CODE OF STANDARD PRACTICE A5 INCLUDED IN THE A50 MANUAL OF STEEL CONSTRUCTION. 0, MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT -LIFE REQUIREMENTS SHALL BE STRICTLY ADHERED TO. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN. PREPARED SURFACE AND UNDER FAVORABLE CONDmONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE 45 LESS THAN 50 DECREE F. THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT. OR THE SURFACE TEMPERATURE 15 LESS THAN 5 DEGREE F ABOVE THE DEW POINT. F. GENERALLY ALL PRIMER SHALL 8E SPRAY APPLIED. BRUSH OR ROLLER A'PUCARON SHALL BE RESTRICTEO TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPUED WITHOUT RUNS, SAGS, SOLVENT BUSTERS. DRY SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRRECULARFTIES SHALL BE REPAIRED OR REMOVED AND THE AREA RE -COATED. SPECIAL ATTENTION SHALL BE PMO TO CREVICES. WELD UNES, BOLT HEADS. CORNERS. EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS. I. IF THE PRIMER 15 DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE TOUCHED -UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPUED PRIMER WFTH MINIMUM DRY FR M THICKNESS OF 1.5 MILS. 3.3 INSTALLATION: A INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH MSC "CODE DF STANDARD PRACTICE.' B. STRUCTURAL FIELD WELOING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS 01.1. C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRFTING BY THE PROJECT STRUCTURAL ENGINEER. F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE. G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT, BEFORE ASSEMBLY. H. IHIGH-STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TOA "SNUG TIGHT' CONDITION A5 DEFINED IN THE LATEST MSC SPECIFICATION. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SUP-CRMCAL JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN -OF NUT METHOD. A DIRECT-TENSIDN-INDICATDR, TWIST -OFF -TYPE TENSION -CONTROL BOLT, CALIBRATED WRENCH. OR ALTERNATIVE DESIGN BOLT. TOWER SECTION NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 at. -3 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 IRWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AEOwestchesterservices,com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 6001 D TELEPHONE: 647-277-D070 FAX : 647-277--0080 LANDLORD/PROPERTY OWNER SIGNATURE 'I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHFFECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATUR DA 05/05/14 LICENSE # 26379 EXP. 06/30/14 Page 53 R IS A MOUTON OF LAW FOR ART PERSON, WILMS MET ME ACTING UOER 11E EFFECTER OF A 13CDEED PROFESSEINLL ARCHITECT, TO ALTER TAWS DOCUMIDIT. • I • 1 5/5/14 MIMED PERMIT/CONSTRUCTION 1 04/17/14 PERMIT/CONSTRUCTION O 03/27/14 _MIMED PERMIT/CONSTRUCTOR RE'Y 04TE ^ DESCRIPTION 4 PROJECT LOCATION. EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION TOWER SECTION NOTES DRAWING: NUMBER T-9 Page 54 EXISTING FIBER HAND HOLE EXISTING TELCO TRENCH NEW 4" TELCO FROM AT&T H—FRAME TO EXISTING PEDESTAL TRENCH NEW 4" FIBER CONDUIT FROM AT&T H—FRAME TO EXISTING FIBER HAND HOLE • • • \ TRENCH NEW 3" POWER CONDUIT FROM AT&T H—FRAME TO EXISTING TRANSFORMER N •1, 1. THE CONDUIT ROUTING 15 DIAGRAMMATICALLY SHOWN ON THE PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING SHALL BE FIELD VERIFIED. 2. AU. ELECTRICAL EQUIPMENT AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES, INDICATING THE CIRCUITS ORIGINATION AND ALL EQUIPMENT TERMINATIONS. 3. CONTRACTOR SHALL PROVIDE STRNN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRIUN-RELIEFS, CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIRCATIONS AND RECOMMENDATIONS. 4. CONTRACTOR SHALL PROVIDE ALL BREAKERS. CONDUITS, HANG HOLES AND CIRCUIT CONDUCTORS. AS REQUIRED FDR A COMPLETED SYSTEM AND SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5. AU. CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH THE 2D11 NATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER IS THE MOST STRINGENT, NOTES FENCE LEASE AREA PROPOSED ICE BRIOCE EXISTING ICE BRIDGE OVERHEAD POWER UNDERGROUND POWER OVERHEAD UTILITIES UNDERGROUND TELCO UNDERGROUND POWER AND TELCO — X — X — ETAYAYSTATAZFAISAYACRO WWWWQMerca raravaraa'AAuvworw.• o _00 00 _O O O O C OHP UGP DHU UGT UGP/LJGT ABOVE GROUND POWER _ aGP (PROPOSED OC POWER CABLE) ABOVE GROUND TELCO AGT (PROPOSED FIBER OPTIC CABLE) ELECTRICAL PLAN 0' 5' 10' 15' 20' 25' 1"=25'-0" 1 GRAPHICS LEGEND atsct 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 �- -• • WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG,IL 60173 IEWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277--0080 AEc_. westchesterservices.cam JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LJCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME SIGNATURE DA''. 0 . /14 UCENSE f 26379 EXP. 06/30/14 R 15 A HOLA110N W LAW FOR NTT PERSON. LMLNS4 REY AAE ACTING UNDER TLC MELTON OF A LIMBED 'ROFESSIONA1. ARa41EGT. TD ALTER 1116 DOCUMENT. • -- • • 5/5/14 REARED PEAWT/CONS1AUC11ON 04/17/14 REARED P€RMIT/CDNSIRUCRDIN 0 03/27/14 PENNY/mRSTRMCLON REV DATE DESLAP11 h j PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPIION ELECTRICAL PLAN • DRAWING NUMBER E-1 Page 55 PROPOSED 1. THE CONOUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON THE PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING SHALL BE FIELD VERIFIED. 2. ALL ELECTRICAL EQUIPMENT AND CONTROLLING DEVICES SHALL BE PROVIDED WTIH ENGRAVED LANICOID NAMEPLATES, INDICATING THE CIRCUITS ORIGINATION AND ALL EQUIPMENT TERMINATIONS. 3. CONTRACTOR SHALL PROVIDE STRAIN—RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEAIBUES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAISUPPORTS SHALL BE APPROVED FOR HECAPURPOSE. APPROVED FOR THE PURPOSE.INSTAL1AT10N SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4, CONTRACTOR SHALL PROVIDE AIL BREAKERS, CONOUITS, HAND HOLES AND CIRCUIT CONDUCTORS, AS REQUIRED FOR A COMPLETED SYSTEM AND SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5. ALL CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH THE 2D11 NATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER i5 THE MOST STRINGENT. `41111110 .....m6 at&t �� � 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 SEC WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 + AT&T CABLE HOUSING 20'-0" NEW AT&T EQUIPMENT SHELTER IIIWESTCHESTER SERVICES LLC F 18'-10' NOTE PROPOSED FIBER & TELCO 604 FOX GLEN BARRINGTDN, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 AE®westchesterservices.com J—BOX OVERHEAD POWER • R 1 R! T. • PROPOSED FIBER & TELCO OHP OHP —UGP UNDERGROUND POWER UGP BOARD JOHN M. ARCHITECT BANKS 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-007D FAX : 847-277-0080 OVERHEAD UTILITIES — OHU 0HU— r /' /// // , //////////// //////// ! / UNDERGROUND TELCO —UGI UGI— UNDERGROUND POWER re IEW HVAC j ��T-1-�T-1-�T-1-ET`1`�T-I-ET-1-�-`-J I------,_L___I_LlJ-L I 1 I 1 I 1 151 a J- 1 I I 1 1 1 1 1 -Lo Eco LLJ-L_---1• / UGPiuGT AND TELCO ABOVE GROUND POWER (PROPOSED OC POWER CABLE) — ACP ABOVE GROUND TELCO (PROPOSED FIBER OPTIC CABLE) — A = L I— -I (CONTRACTOR TO VERIFY) I— -- -I / LANDLORD/PROPERLY OWNER STGNATORE N — I I + + + + L J — _ _ - EL. •r+ •+ • r— r I I l J PROPOSED CABLE LADDER (TYP.) — -I• I HEREBY CERTIFY THAT THIS PLAN, ` SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSION AND THAT I A DULY LICENSED S D PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: KS SIGNA 1.•- 15/05/14 LICENSE / 26379 1- _ I ACP J 1— r - - -- I q I AT A9p - - I �- I 1 I E T -I 1-T 1-T I I I I I I I I I I I [ I I I I I I - I--- r— J1 —_-1 i' u --_L1J-L 1LLJ-LLJ-LTJ-L1J _L__-� I 7 / UG UGP UGP UGP UGP UGP L FJ PROPOSED 1 AUTOMATIC TO POWER I I r — _i (CRN CTOR TOTRANSFER SWITCH I r- I PROPOSED ELECTRICAL r - 1 z _, I— — _I I— —I SERVICE ENTRANCE I— J ` EXP. 06/30/14 0 — R 16 A VIOLATION OF LAl1' FOR Mr PERSOII. THEY ME AMMO UNDER 11€ pREC110N OF OF A UMW/ PRO C55101UL ARCHITECT. ,i, .1 ALTER THS 00CUMENT. J PROPOSED GPS UNIT (TYP. OF 2) if' t 'MEFA A e 1 5/5/14 REVSED PERMIT/CONSRRILTION 1 61/17/14 REVSO PERMIT/CONSTRUCTION 0 03/27/14 PERYR/CONSI1UC10N TEV LUTE DE5CRPO011 PROJECT LOCATION. EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR IMENDOTA HEIGHTS, MN 55118 l• DRAWING DESCRIPTION. ELECTRICAL SHELTER PLAN DRAWING NUMBER E-2 0' 1' 2' 4' GRAPHICS LEGEND ELECTRICAL SHELTER PLAN 111+TTT■ 1/4'=r—o^ 1 � Page 56 u WI 1. ALL UNDERGROUND CONDUITS SHALL BE SCH 40 PVC. EXCEPT THAT ELBOWS AND RISERS SHALL BE RMC ALL UNDERGROUNDa+�} ELBOWS SHALL BE SWEEPING BENDS. 2A—D" MINIMUM SHALL BE REQUIRED. ` ` 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 1 2. THE TELEPHONE SERVICE CABLES SHOULD BE INSTALLED IN V\SLOPE TO SUR SOIL CONDITION / IN ACCORDANCE WITH LOCAL REGULATIONS SEE NOTE 5 �\/�\ \ BACKFILL PER SITE WORK \/ \ (SEE RIGID METAL CONDUIT, (i0'-0") TEN FEET IN LENGTH BEFORE ENTERING A SHELTER OR BUILDING PER AT&T STANDARD ATT--TP 26416. 3. TWO CONDUITS ARE SHOWN IN DETAIL Q. ALTHOUGH MULTIPLE CONDUITS MUM SEPARATION S REQUED BE OPER THE LOCALIN THE SAME TJURSDICTONSENCH. A I ADSEC€ WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 SEE NOTE 5 /SPECIFICATIONS //\/ UTIUTY COMPANIES. IN AU_ OTHER CASES, USE THE DUIT SCHEDULEmAINTAINEDMINIMUMSPACING EN B • �� 1 /� �� '� i�j �� UTINERAL UII WARNING) TAPE r / �� SAND BEDDING PER SITE WORK SPECIFICATIONS // TYPICAL POWER AND TELCO EXTERIOR WMINI SPACING TO SEPARATION OBNEIW F CONDUITS. 4. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS ETHER SSODDING ©`\ CONDUITS SCH 40 SEE ORREPLACINCASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. CONDUIT SPACING SCHEDULE SEE NOTE 3 5. TRENCHING SAFETY; INCLUDING, BUT NOT LIMITED TO SOIL WESTCHESTER SERVICES LLC Ig (MIN) CLASSIFICATION, SLOPING, AND SHORING, SHALL BE GOVERNED BY THE CURRENT OSHA TRENCHING AND EXCAVATION SAFETY STANDARDS. 6. ALL CONDUITS SHALL BE INSTALLED G LEN 604 604RFOX FOX C , IL 60010 TELEPHONE: 547-277-0070 FAX 847-277-0080 AE®westchesterservices.com CONDUIT SPACING SCHEDULE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION. CONDUIT #i MINIMUM CONDUIT SEPARATION CONDUIT #2 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 6D010 TELEPHONE: 847-277-0070 FAX 1347-277-0E20 POWER • = 6 INCHES POWER POWER * = 12 INCHES TELCO. COMMUNICATIONS & CONTROL CIRCUITS TELCO, COMMUNICATIONS & CONTROL CIRCUITS * = 6 INCHES TELCO, COMMUNICATIONS & CONTROL CIRCUITS LANDLORD/PROPERTY OWNER SIGNATURE r • 1 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS DF THE STATE OF MINNESOTA PRINT NAME: HN M. RS SIGNATURE /05/14 UCENSE # 26378 NOT USED Pe SCALE 1 TYPICAL UNDERGROUND TRENCH NO SCALE 2 NOTES NO SE 3 EXP. 06/30/14 R M A WOIATION OF L' FOR ARI PERSON. MESS 71EY ME AMMO RIDER THE DIRECTION OF A LICOGED PHOFTSSGNIL AREVECT. 70 ALTER 7HE =MERL CIRCUIT SCHEDULE i , NO FROM TO CONFIGURATION 1 _ 5/5/14 RENSEO PERu1rRamaucnae 1 04/17/14 RENSED PERNR/CONS1RUOfld1 _- 1 SOURCE METER CENTER EXISTING 0 01/27/14 PERYR/C0RSTRUCt1R REV DATE DESCRPHON 2 O METER CENTER FUSIBLE SAFETY SWITCH (2) 4/0, (1) 2/0, (1) #6 AWG, 2 1/2"C PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 O FUSIBLE SAFETY SWITCH TRANSFER SWITCH & LOAD CENTER BY SHELTER MANUFACTURER � MICR IN GENERATOR INTERFACE PANEL TRANSFER SWITCH & LOAD CENTER BY SHELTER MANUFACTURER DRAWING DESCRIPTION ELECTRICAL DETAILS DRAWING NUMBER E-3 CIRCUIT SCHEDULE NO SALE 4 NOT USEQ NO SCALE 5 n n TX1/RXj TX2/RX2 700 RRH CPRI/DC u c (IYP OF 6) 1 ' +24VDC OR -46VDC RECTIMER NO DC DISTRIBUTION PANEL c CONFIGURATION 0 -48VDC DISTRIBUTION PANEL }I I HI I I I'H'I I'1 HI'I I I YCAP P ROTECTIONE 0012 -48 -60 -RM +1'I'I'f'I--'I'1'1 1'IHi'1'I'1'H'Ill'I' RAYCAP SURGE PROTECTION DC12-48-60-RM RAYCAP SURGE PROTECTION RAYL -8 D06-413-60-113/0-8FTPOERDCABLE +I'1'I'I'H'l'I'I'1H'l'I`11F'-'1'1'1'1' ORAYCAP SURGE PROTECTION RAYCAP DC8-48-60-18/0-8F RAH REMOTE RADIO HEAD +I'1'I'1'!- +I'1'I'I'H'1'1'1'1-�I'f'lli' BATTERIES n n TX1/RX1 TX2/RX2 RJR1RE AWS RRH CPRI/DC U n n TX/RX RX UMTS B50 60W RRH 1C UMTS 850 60W RRH 2C DATA DATA SLAVE MASTER u w n IX/RX RX UMTS 1900 RRH 1C UMTS 1900 RRH 2C DATA DATA SLAVE MASTER u w u n n n n TX/ TX/ RX3 RX4 RX1 RX2 RRH2 X60- WCS+RDEM CPRI/OC u n n TX/RX1 TX/RX2 700 RRH CPRI/OC LI 1. DC POWER WIRING SWILL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -46V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -4BV. REFER TO ATT -002-290-701. 2. NON -LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE TELCOFLE% AIL OC POWER WIRING a AWG AND LARGER SHALL 8E TELCOFLEX N. 3. LTE POWER WIRING SWILL 8E IN ACCORDANCE WITH An -002-290-531. NOTES 00 EXISTING 24VDC BATTERY BANK (SYMBOL i5 FOR IDENTIFICATION ONLY, DOES NOT REFLECT ACTUAL NUMBER OF BATTERIES) LTE/UMTS UNIT 0 nnnnnnh�����i RAYCAP DCB -4B -60-18-8F (OR) RAYCAP 006-48-60-0-8F u el 88 Is -a RAYCAP SURGE PROTECTION (MODEL# RAYCAP DC12-48-60-RM) LOCATED WITHIN PROPOSED LTE RACK OF 2) DC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION 0 -48VDC DISTRIBUTION PANEL LTE BASE BAND UNIT (1)TYPE 2 -+BTC -ER TNHN/GC THWN/VW-1 CABLE O -48VDC DISTRIBUTION PANEL YCAP P ROTECTIONE 0012 -48 -60 -RM (3) 2-#l0 THHN/THWN/VW-1 TYPE TC -ER DC CABLE 051E RAYCAP SURGE PROTECTION DC12-48-60-RM RAYCAP SURGE PROTECTION RAYL -8 D06-413-60-113/0-8FTPOERDCABLE —1 2O (E T/� WC ORAYCAP SURGE PROTECTION RAYCAP DC8-48-60-18/0-8F RAH REMOTE RADIO HEAD (2) 2-112 THHN/THWN/VW-1 TYPE TC -ER DC CABLE DC CIRCUIT DIAGRAM (PER SECTOR) NO SCALE 1 Page 57 at&t 4300 MARKET POINTE DRIVE BLOOMINGTDN, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODF1ELO ROAD SUITE 300 EAST SCHAUMBURG,IL 60173 ■WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 647-277-0080 AEOwestchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON. IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIONATLIRE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATOR. LICENSE ! 28379 EXP. 06/30/14 R IS A NOIATIOM OF UW FOR AMT PERSON, THEYUNLAF OUDE1KEp. PROFi'SS10MM. ARCIFECT. to LTER 114'.9 MOMENT. • • 1 1 5/5/14 REV6E0 PEAyff/COWSTRUCIICH 1 04/17/14 IslSED PEAyf/COIETRUCTKW 0 03/27/14 PERWIT/CCHSIRUCTKW REV 051E DESCRIP710N PROJECT LOCATION' EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWIN(7 DESCRIPTION DC CIRCUIT DIAGRAM DRAWING NUMBER E-4 Page 58 1. TVSS WILL BE PRE-INSTALLED ON THE TELCO BOARD IN SHELTER. USE APPROPRIATE STAINLESS STEEL BOLTS WITH RAT WASHERS AND A LOCK WASHER ON THE NUT SIDE. 2. ATTACH RING TERMINAL FROM SUPPUED GROUNDING CONDUCTOR TO TVSS GROUNDING STUD SECURELY FASTEN WITH SUPPUED WASHER AND NUT. REFER TO MANUFACTURER'S INSTRUCTIONS. FOR PROPER PERFORMANCE, THE GROUNDING CONDUCTOR LENGTH SHOULD BE LIMITED WITH NO SHARP SENDS ON COILS. 3. TELCO CABLE TO H -FRAME TO BE 25 PAIR ICKY-PICK CAT 5, 24 SDUD CONDUCTOR, RJ45 CONNECTOR ON ONE END (FACTORY ASSEMBLED). 4. CONTRACTOR TO LAND CONNECTION AT NIU (CAT 5 OUTDOOR RATED). 5. AC DATA SYSTEMS MODEL TJ1010B SURGE SUPPRESSER. 6.KEEP TWIST IN P AIR 1/2" TO DIN CONNECTION. 7. INSTALL BRIDGING CUPS DN 66 BLOCK. S. 1 1/2" LENGTH HEAT SHRINK OVER BOTH ENDS OF CABLE. 9. CONDOMEX FTP 25 PAIR ICKY-PICK 24 AWG TYPE CMR (UL) C (UL) CMG E-107369 VERIFIED (UL) CAT 5 OR ER VERIFIED TO TI1,/EIA-568-8.2 CAT 5. 10. LEAVE 10" SERVICE LOOP AT BOTH ENDS OF CABLE. 11. SERVICE LOOP TO BE SECURED TD BACKBOARD OF HOFFMAN BOX USING PLASTIC "C CUPS". `V at�■ 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 (RIIDGINGSEE NO�CUPS FlF RACK _ _ _ _ _ _ 0515 WHT/BLU T 1 WHT/BLU ---BLU/WHT I 4 I 4 I I BLU/WHT WHT/ORG 1 1 WHF/BLU T TX �BLU/WHT i R (0� I T RX () �WHT/ORGJI IN e....-ORG/BLU-I R L J - ( I_. ORG/WHT�— �-I--� �ORC/WHT I I I I /....WHT/GRN-i— WHT/ORG (SEE NOTES 8. 9, & 10) SHIELDED OUTDOOR&241.141 CAT 5 CABLE (SEE NOTE 9) WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST ` SCHAUMBURG, IL 60173 /-GRN/WHT I (..--WHT/BRN BRN/WRIT I 4 1 4 V 1 / WESTCHESTER SERVICES LLC TELCO BOARD MS s ,3 L - - - - - - - J SOUD DRAIN 66 BLOCK CONDUCTOR FUTURE L - - - J GNDts....- TELCO BOARD INSIDE TO (SEE NOTE B) BOTTOM 66 BLOCK GROUNDING LEAD TOPVC PLTUBING BE INSULATED WITH (1/18%..03034 4" UB TO TELCO CAT 5 CABLE, 24 GAUGE DR LARGER DEMARD NOTES 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 647-277-0070 FAX : 847-277-0080 IDE RJ -45 PLUG JOHN M. BANKSSELMa ARCHITECT 604 FOX GLEN BAR ONE: 77010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 CLIP 1 RJ -45 PLUG DETAIL ND SCALE J N. TELCO BOARD LEG'S HOFFMAN BOX (IF APPLICABLE) -E 1 Nc 81/491 HC /4 TAR PHOTOCELL LANDLORD/PROPERTY OWNER SIGNATURE 2 C } INTRUSION MARY W/BL 52 C • FAILURE r NSS 2 AWG ISTP CATS OUTDOOR RATED FACTORY INSTALLED 3 NC G®� 4 C }HIGH TEMP ALARM HIGH HUMOR' 2 SPANS POSSIBLE RJ45 CONNECTOR (SHIELDING IS NOT GROUNDED) { 5 CC }RICH HUYIOTIY HARM �� DEHYDRATOR MEI _ __T - rr-'� !- I F1 I I I WHT BLU WHT/BLU 1 e ` I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: J� •. 4- SIGNATURE F .. F O5 14 LICENSE 0 26379 { 8 cc } SURGE ARRESTER ALARM PCU FAIL MAJOR 9 10 C }SMOKE ALARM W/S 80 G • PCU COW FAL MAJOR FUTURE -_`-----1 - mil- p05 1— BLU TX (OUT) BLU/WHT -_4--r POS 2 { 11 NC 91/8 81 NC I I WHT F' PDS 3 POS 4— WHT/DRG G } COMMON POWER FAILURE . R/81. 52 C ■ HIGH VOLTAGE Lu POS 5— Rx(14)12 DRG/WHT 13 Nc R/0 63 NC EPOS 6 �`I--^--_,-_ I --EPOS 7 '-`� { u C ::]---/1 WV FAILURE HARM D/R N C FlF FUSE ALARM 15 NC G/6 85 NC GND L — — — I —MPDS 8 L___� _ I F 1 " - �— J _E -� 16 C } %2 FNAs FAILURE ALARM • R/G 88 C �U 4/9 17 NC I#T/8 67 NC FIRE SUPPRESSKIN { B/W BC } LOW TEMPERATURE RIMY R/BR 88C ■ Glsaawce TOP NEW 4/0 19 NC 5/Ii 69 NC TELCO BOARD LAND AT NIU (SEE NOTES 4 & 5) (PINGUT TMTH CUP FACING DOWNWARD) ---� 0/W 20C •} HYDROGEN GAS NMM R/5 70C El SIAD _ W/0 21 NC _ BL/BK 71 NC EXP. 06/30/14 0/W 22 C } TEMPI/CM ON SRE ■ BN/BL 72 C ■ 1f/W WUOR 1 r 1 NM 11 ORG/WHT 4 4 �WHT/DRG- 3 3 BLU/WHT- 2 2 �WHT/BLU I 1 1 I - - J -ORG/WHT1I3 -WHT/ORG� -BLU/WHT -WHT/BLUE % f! 1 TERMINAL/LUG HEAT SHRINK OVER CABLE RINK OTORS, 1 AND TERMINAL CRIMP 1 WAR 23 NC 0/BK 73 NC 6 B A MA1tlN Cr 1AW FOR ANF PERSON, MESS THEY ARE AC1Nq LRCM 16( DIRECTION OF A LICO�O PROfT M8ARCITECT, ALTER THIS ♦ / BR/W 24 C EMERGENCY CALL • BK/0 74 C • 9/W MINOR 1 -LWS 25 NC } C/BK 75 NC S/51 26 C PoSfTNE REPORTING TI. - ON 80/0 78 C ■ MAJOR 2 C/B 27 NC BR/BK 77 NC 9/0 25 C } PP FUSE HARM M BK/98 78 CIIII WIT MINOR 2 Y /U 29 NC "u/1182309 9/8K 78 NC 1 5/5/14 REVISED PE8Mrt/CON51RU0110N 11/R 3b c } PP rwOR 80/s 80 a M� AGR s R/G 31 NC BL/Y 81 NC 1 04/17/14 REN9m PEBMrt/00H51RUOTION G/R 32 C } PP MINOR Y/BL 82 C M MINOR 3 0 w/a7/14 PERMrt/mNs1R,1c11oN R/BR 33 NC PP 0/Y BS NC E I O_ _ = --=-P1 1 .REV DATE DESCRIPTOR { BR/R 3S C } BATF DISCH (Low VOLTAGE) Y/O 84 C . WV WtiIOR 4 GNDWY L 1 I L R/S 35 NC NC s R e C } ,er RE= cTanGAL 8g M/Yf MINOR 4 — — J / I `7 1 0 O CAT 5 CABLE, 24 GAUGE 0R LARGER 1 HEAT SHRINK 1 PROJECT LOCATION: { BVe 37 NC 98/4 87 He EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 B/BL 38 C ABY RECT MAJOR Y/8R 88 C LOM TEMP / OO -WHT GRN, CRN/WHT, WHT/BRN, & /! W/B 39 NC ABY 9n 69 NC e/w 40 C } RECT MINOR Y/S 90 0 M TRANSFER SWITCH O 0 BRN/wHT CONDUCTORS UNDER ONE I " TERMINAL t Nc w/B 4:112 91/Y 91 Nc { B/w 4z c } 4ev mu AIARu IM Y/BL 82 C • GENERATOR RUN J • 43 ICC NC 944 LTELCO \ L GROUNDING BAR4,7,8_÷_a_ 44 } TMA FAL M Y% C/ GENERATOR FAL • 45 400/Y 0/Y 95 NC DRAWING DESCRIPTION( --E 48 C BEACON LIGHTS FAILURE ■ Y/0 96 C I. GEN Barr/cHc FAL TELCO INTERFACE _E R NWA STROBE DGHFAILURE BR/Y 97 NC Y/BR 98 C • 1111 HUMIDITY TO MASTER GROUNDING BAR • _EO 49 NC FIFI N ._TWR S1DE LIGHTS FAILURE . 1�C 1. TUMOR4 DRAWING NUMBER E-5 TELCO INTERFACE SCHEMATIC MARCONI-SIEMENS CONFIGURATION SHELTER PUNCHDOWN BLOCK NO SCALE 1 Page 59 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S ISNPRO EC THE SCOPE OF WORK, OR ANY OTHER ISSUE W TO THIS PROJECT NAGE BE BROUGHT VP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDMONS PRIOR CONSTRUCTION. 4. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TONT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND .!UNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBUES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. B. ALL DISCONNECTS AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOUC NAMEPLATES INDICATION EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON. AND PANEL FIELD LOCATIONS FED FROM. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONOUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CON12. CONTRACTOR EQUIPMENT.SHALLNBERESP RESPONSIBLE FOR AS -BUILT PANEL SCHEDULE AND DRAWINGS. 13. DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING -424V AND -48V CONDUCTOR MIRK. REO MARKINGS SHALL IDENTIFY +24V. BWE MARKINGS SHALL IDENTIFY -48V. REFER TO ATT -002-280-7D1. t4. DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE TELCOFLEX 111. DC POWER WIRNG 8 AWG AND LARGER SHALL 6E 1E5COFLFJI N. REFER 10 ATT -002-280-701. 15. LTE POWER WIRING SHALL BE ACCOROANCE 81111 A77-002-280-531. \-� ���� � 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 NOTE TO CONTRACTOR: FINAL LOCATION OF UTILITY SERVICE CONNECTION POINT SHALL BE PROVIDED EXISTING UTILITY SERVICE 120/240V, 10. 3W (V.I.F.) a 1,47:2; WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 3"C V1/() 34 0 AWG r • UTILITY) --r NEW AT&T METER (BY UTILITY) -T /iiii 2"C W/(3) X4/0 AWG + B C/B DISCONNECTSOCKET, NEW 200A NEMA 3R COMMERCIAL GRAOE METER "AT&T" NEW 200A ! NEMA 3R URE ` LABELED J i�]WESTCHESTER �%% SERVICES LLC (22000 AIC RATING) EF - 1 4 AWG SERVICE - GROUND 2"C W/(3)#4/0 AWG & (1) #2 GND 604 FOX GLEN IL BARRIN60010GTON, TELEPHOONE:NE: 847--277277 -0070 FAX : 847-277-0080 AEewestCheSterservices.COTT7 AUTOMATIC POWER TRANSFER LOAD CENTER PANELBOARO (PANEL -A-) INSIDE SHELTER JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON,IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 EXTERIOR OF EQUIPMENT SHELTER 200A MICRIN GENERATOR INTERFACE PANEL (BY SHELTER MANUFACTURER) UN0LARO/PROPERTY OWNER SIGNATURE INTERIOR OF EQUIPMENT i— — SHELTER i ` )—) � b 7 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: 4HN M :.I KS SIG :. 0 '5/05/14 LICENSE 0 25379 [ �-o I— 200A TRANSFER SWITCH o - i & LOAD CENTER (BY SHELTER MANUFACTURER) o- LCL_ _ _ J TO GROUNDING RING AC ONE—LINE SCHEMATIC A NO SCALE EXP. 05/30/14 NO FROM TO CONFIGURATION OAC LOM CENTER ACCESSORIES ARGUS CABINET (2) #10. (1) +1O AWG GND IT 6 A HOLAIION OF UAW FC.R ANY PERSON. OFT EI' UNDER VC uNtcTION L A 110 ALTER Ras0�SE 6 PSE X4 E,MOIT. O AC LOAD CENTER ARGUS 11 , 10 ABC GNP (2) 110 (1) X 0 AC LOAD CENTER RECTIFIER /2 (2) 110. (1) /10 AWG GN0 f s • O AC LOM CENTER ARGUS RECTIFIER 13 (2) /10, (1) #10 AWG GNO 1 5/5/14 ReAsED PEAMR/COKSIRLICTION OS AC LOM CENTER RECTIFIER #4 ARGUS (2) /10, (1) 110 AWC GND 1 ^04/17/14 Remo PERWT/ooNs1RUCTION 0 03/27/14 PEiir[R/COHSiR11C710N 0AC LOM CENTER ARGUS RECTIFIER is (2) f10, (1) X10 AWC CND REY t CONE DESCRIPTION ! PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 NO FROM TO CONFIGURATION O1 AC LOAD CENTER LINEAGE RECTIFIER /' (2) f10, (1) 110 AWG GND O2 AC LOAD CENTER RECTIFIER 12 UNEERE (2) #10, (1) 110 ARG GN0 O AC LOAD CENTER LINEAGE RECTIFIER /3 (2)10,(1)TD AWC GND + DRAWING DESCRIPTION 04 M LOAD CENTER UNEAGE RECTIFIER �4 (2) 110, (1) /l0 AWG CND ELECTRICAL AC ONE -LINE DIAGRAM O AC LOM CENTER LINEAGE RECTIFIER #5 (2) /10, (1) 110 AWG GND OAC LOAD CfHTER RECTIFIER /6 LINEAGE (2) #10, (1) #10 AWC CND DRAWING NUMBER E-6 NOT USED B AC CIRCUIT SCHEDULE 1 1 C NOTES; NO SCALE Page 60 AT&T Cable Color Code Chart for MN P For Single Band Antennas with Single or Dual Feed. For Jumpers to DTplexers on Dual Band Systems Sector Alpha (X1 Alpha (XI Alpha (X) Alpha EX) Alpha (X) Alpha (X) Alpha IX) woo (X) Ahs (X) Alpha :XI Beta (5I Bess (5I Beta (YI Beta Fel Beta DI Beta 151 Beta 131 Sera (5I Beta DI Beta (5) Gamma (Z) Gamma (Z) Gamma (7I Gamma (01 Gamma (21 Gamma (21 Gamma (2) Gamma (21 Gamma (21 Gamma (21 TeCh1305 gy GSM EIWOJency 850 TX / RX 1st Color 2nd Coto. 10M/ RXr.1 G5M 8110 GSM 1911 TXD/RXD 1XM/ 90M GSM 1900 UM15 650 LI11S 650 1915 1970 UMTS 1900 LTE LTE GSM GSM GSM GSM UMTS UMTS 700 700 8.50 85D 1907 1910 81) 850 TXD/ 500 TXM / NEM 710/ 001) 10M / 8550 TXD / RXD TXM / RXM TXD/ R1(0 TXM/ IOW TXD TXM/NCM TXD/ VD 13:501/ I5XM I DSO /1101) I+ranee. UNITS 1900 UMTS 1960 LTE LTE 701 7511 0550 850 65M 850 G5M 1900 GSM 1930 UMTS 550 UMTS 650 USA/ RIM l+ ante TXD/RXD Wil,, range 70M/ 00M L -.,nee 1Gray 700/ VD ..range) 7G rap now RIM TXD/ RXD TM/ RXM 1X0/ RX0 TXM/ RXM 1X0/ 5X0 UMTS 1100 TAM/UM UNITS 1900 TXDIRX.D LTE LTE 7m 750 TXM/ 8X50 11(0/ 2.013 1 Yellow 'Yellow 1 Yellow 1Yegow 1 Yellow 1Ye8ow 'Yellow 1Ye low 188601 IYeeew ?'.' Color Code for Main Coax lines between Olplester Sector & Dialerer Port Alpha Pon 1 Alpha Port 2 Antema 3 Antenna 2 Antenna 3 Antennae 'White 'White 'White 1White antenna 1 is on he lett as You stand behind the antennas. Beta Port I Beta Port2 S White 1White 1 White 1White Antenna 1 )1 04 he left asydU stand behind the antennas. Gamma Gamma 1 Yellow Y Ye low 3Yellow 4Yellow 1 Yellow 2 Yellow 31re6ew 4Yellow !White !White 1 White !While antenna 165 on the left as you stand tehlnd the antenna. FTSer Trunk LTE 7139 1WNte IrtiOrmj DCTrunk 1 LTE 700 1WNte DC Trunk 2 LTE 706 'White Titin 1 Whin 1 White 1 Whilr teriv ')Tett, S whiteIFIVIIII COAX & JUMPER COLOR CHART NO SCALE 1 NOT USED N0 SCALE 2 ANTENNA CABLE 12 WEATHERPROOFING KR CABLE GROUND KIT 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDED TO GROUND BAR 1. LIMIT OVERALL RET CABLE RUN TO LESS THAN 400 FT. 2. SUPPORT RET AISG COMM CABLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, 3. USE #6 AWG STRANDED COPPER THHN-2 GREEN INSULATED GROUNDING CONDUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EXISTING TELCO RACK GROUND BAR. 4. ROUTE CIRCUITS IN CABLE TRAY 0R EMT CONDUITS TO THE EXISTING +24V130 PDU OR -48VDC PCU PANELS. PROVIDE THE APPROPRIATE 512E OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT AFPUCATION WILL DICTATE THE LENGTH OF CABLE TO BE USED. 6. ASG CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18' USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. 8, NO TESTING OF THE CABLE 15 REQUIRED. 9, SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR A151 BIAS -7 PLACEMENT. 10, DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE: RET ACTUATOR/MOTOR SERIAL NUMBER ANTENNA SERIAL NUMBER LOCATION (SECTOR IN WHICH THE ANTENNA WILL OPERATE) 1 I. ANTENNA CONFIGURATION t5 SHOWN DIAGRAMMATICALLY ONLY AS A REPRESENTATION. 12. IF A JUNCTION 80X WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, IT IS RECOMMENCE] THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED AT THE TOWER TOP, 13 FOR RET CABLES 185 FEET OR LESS, THE MSG CABLE GROUNDING KIT 15 NOT REQUIRED AT THE SHELTER ENO. 14. USE THIS DRAWING FOR RET GROUNDING SPECIFICATIONS, SEE DRAWING C-1 FOR GENERAL REQUIREMENTS. NOT USED NO SCALE 3 COAX GROUNDING KIT 4 NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 1 l IIIWESTCHESTER SERVICES LLC 604 FOX GLEN BARRfNGTON, IL 60010 TELEPHONE: B47-277-0070 FAX : 647-277-0080 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 0R REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: 4"„ M. SIGNATUR 0 �'-'06 14 LICENSE O 26379 EXP. 06/30/14 R IS A VIOLATION OF LA16 FOR SHY PERSON, UNLESS 16IEY ARE ACIe40 URGER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT, TO ALTER MS DOCUMENT. t I 5/5/14 ROARED PERMIT/CONSTRUCTION 04/17/14 REN5m RptMR/CONSIRUCDON 0 63/27/14 PERK)/CONSIRUCTa11 REV 541E _t PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION COAX & JUMPER COLOR CHART Y DRAWING NUMBER E-7 • ■ +E T EXOTHERMIC TYPE CONNECTIONS COMPRESSION TYPE CONNECTIONS CHEMICAL ELECTROLYTIC GROUNDING SYSTEM GROUND ROD WITH INSPECTION SLEEVE TEST GROUND ROD WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING CONDUCTOR •-• GROUNDING BAR LEGEND TOWER GROUNDING RING: EXTEND TWO (2) 12 AWG TINNED CU CONDUCTOR FROM NEW BURIED GROUNDING RING TO EXISTING TOWER GROUNDING RING AND MAKE AN EXOTHERMIC CONNECTION. O GROUNDING BAR: EXTEND TWO (2) 12 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING UP TO THE HATCHPLATE GROUNDING BAR AND MALS A MECHANICAL CONNECTION. 0 • EXTEND TWO (2) 12 AWG TINNED CU CONOUCTOR FROM BURIED GROUNDING RING THROUGH 1" PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR HALO GROUNDING RING. (4) FOUR CONNECTIONS TYPICAL AT EACH SHELTER CORNERS. 0 GROUND R00• COPPER CLAD STEEL 5/8' (10) TEN FEET LONG. ALL GROUNDING RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. O ICE BRIDGE SUPPORT POST GROUNDING. EXTEND 12 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING TO ALL ICE BRIDGE SUPPORT POSTS AND EXOTHERMICALLY WELD. O FENCE GROUNDING; IF FENCE IS WITHIN 6' OF GROUNDING RING, EXTEND /2 ANC TINNED CU CONDUCTOR FROM BURIED GROUNDING RING TO FENCE POSTS EXOTHERMICALLY WEIDEO. FENCING FABRIC SHALL BE GROUNDED AT ADJACENT CORNER POST. (2) REVD. GROUND INTERMEDIATE POST TO MAINTAIN 25'-0' MAX SPACING. GO HVAC GROUNDING. EXTEND 12 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING TO THE I -VAC UNIT AND MACE A MECHANICAL CONNECTION. 0 PROPOSED TOWER GROUNDING EXTEND TWO (2) /2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPUCABLE TO NEW TOWERS ONLY.) OTELCO GROUNDING RAR: EXTEND TWO (2) 12 AWG TINNED CU CONDUCTORS TO MASTER GROUNDING BAR ANO MANCE A MECHANICAL CONNECTION. O AN IThN(L1rROUNDING BAR: EXTEND TWO (2) 02 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED ANTENNA GROUNDING BAR. MOUNT GROUNDING BAR DIRECTLY TO TOWER. SECURE TO TOWER WITH STAINLESS STEEL MOUNTING �MAATTEERIA�L¢1�1Q N O CONDUCTOR FIa, B RIED GROU GING RIINGCTO GATE POSTS AND EXOTHERMICALLY WELD. SEE DETAIL 0-6. OTEST GROUND ID WITH INSPECTION SI FF'� COPPER CLAD STEEL 5/13' OR. TEN (10) FEET LONG WITH INSPECTION SLEEVE. O HASTER_GRDUNI}IFK: BAR. EXTEND TWO (2) 12 AWG TINNED CU CONDUCTORS FROM BURIED GROUNDING RING UP TO MASTER GROUNDING BAR & MAKE A EXOTHERMIC CONNECTIONS. O GROUNDING BAR LOCK 80X; TESSCO PART 1 351546: INSTALL PER MANUFACTURER REQUIREMENTS. OT;ROIINOINO REINFORCEMENT. EXTEND TWO (2) 12 AWG CONDUCTORS FROM REINFORCING BARS IN CONCRETE SLAB OR FOOTINGS, ROUTE CONDUCTORS TO GROUNDING RING AND TERMINATING USING EXOTHERMIC WELDS NEC 25E452(A)(3).0R HYDRAUUC COMPRESSION CONNECTIONS SUCH AS "BURNDY HYGROUND- MAY 8E USED IN AN EXTERIOR APPLICATION FDR CONDUCTOR TO CONDUCTOR CONNECTIONS BELOW GRADE WHERE EXOTHERMIC WELDS ARE NOT PRACTICAL AND ON ROOFTOP SITES WHERE EXOTHERMIC WELDS MAY BE A FIRE HAZARD. O 11E INTO EXISTING GROUNDING RING (2) REQ'D s MICRIN GENERATOR INTERFACEPANFI (BY SHELTER MANUFACTURER) O .vrAiniRiffiF SAFETY SWITCH{ O INTERIOR GROUND RING HALO O SHELTER DOOR FRAME GROUNDING VA CANOPY GROUNOING ,11 : GROUNDING IS SHOWN DLAGRAMMATICALLY ONLY. FDR GROUNDING DETAILS SEE DRAWINGS G-3 THROUGH G-7 TESTING SHALL BE PERFORMED AT ALL SITES WHERE MODIFICATIONS OR ADDITIONS ARE MADE TO THE EXISTING GROUNDING SYSTEM AND SHALL BE IN ACCORDANCE WITH AT&T GROUNDING AND BONDING STANDARDS TP -76416. THE CONTRACTOR SHAD_ SUPPLY AT&T WITH RESULTS FROM PRE -CONSTRUCTION AND POST -CONSTRUCTION OHM TESTING (GROUNDING) RESULTS AND BE IN COMPUANCE WITH AT&T GROUNDING AND BONDING STANDARDS TP -76416. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PRDVIOE A 'FALL OF POTENTIAL" TEST ON THE PROPOSED SUPPLEMENTAL GRDUNDING FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUAUFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUNDING SYSTEM RESISTANCE TO EARTH GROUNDING SHALL NOT EXCEED (5) OHMS. IF THE GROUNDING TEST EXCEEDS THE MAXIMUM OF (5) OHMS. THE CONTRACTOR SHALL BE RESPONSIBLE TD PROVIDE ADDITIONAL GROUNDING ROOS AND CONNECTIONS AS REQUIRED TO MEET THE (5) OHMS' MAXIMUM. 4. THE INSPECTOR HAVING JURISDICTION SHALL INSPECT ALL GROUNDING CONNECTIONS FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SMALL BE APPROVED BEFORE BEING PERMANENTLY CONCEALED. 5. FOR ALL CONNECTIONS TO THE GROUNDING RING, SEE THE SHELTER MANUFACTURER'S DRAWINGS. 6. WHEN AN EXISTING METER RACK IS BEING U1UZED ANO A NEW METER IS INSTALLED IN THE EXISTING METER RACK, THE GROUNDING RODS, AND GROUNDING CONDUCTORS OF THE EXISTING GROUNDING RING, SHALL BE EXTENDED TO THE PROPOSED GROUNDING RING AND BECOME A COMPLETE GROUNDING SYSTEM. CONTRACTOR SHALL GROUND ALL EQUIPMENT INCLUDING ANTENNAS. RET MOTORS, TINA'S, COAX CABLES AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUAUF1EO WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 8. WHEN A CANOPY IS INSTALLED, THE CANOPY SHALL BE EFFECTIVELY GROUNDED AS REQUIRED BY AT&T GROUNDING AND BONDING STANDARDS TP -76416. 9. FOR ROOFTOP INSTALLATIONS, ROUTE GROUNDING CONDUCTORS ON THE SHELTER'S EXTERIOR SUPPORTING STRUCTURE. WHEN A SUPPORT PLATFORM STRUCTURE 15 EMPLOYED. ROUTE GROUNDING CONDUCTORS UNDERNEATH AND DN THE SUPPORTING MEMBERS. USING APPROVED STRAPS AS REQUIRED IN ARTICLE 6.4.1.7. 10. FOR GROUNDING INSTALLATIONS WHICH HAVE A LIMITED AREA AND 15 BEING REQUIRED TO BE INSTALLED WITHIN THE LEASE AREA ONLY. THE GROUNDING RING CONDUCTORS CAN BE INSTALLED UNDER THE SHELTER'S FOO11NGS. 11. MAIN GROUNDING CONDUCTORS SHALL BE ROUTED AND BONDED TO ALL EFFECTIVE GROUNDING PATHS IN ACCORDANCE WITH AT&T GROUNDING AND BONDING SPECIFICATION 6.6.2 STATED IN TP -76416. THE NEW GROUNDING SYSTEM SHALL BE BONDED (2 PLACES) TO ALL EXISTING GROUNDING SYSTEMS, INCLUDING BUT NOT LIMBED TO BUILDING STEEL STRUCTURE, UGHTNING PROTECTION SYSTEMS. BUILDING MAIN GROUNDING SYSTEM AND/OR MAIN WATER SUPPLY IF APPLICABLE. 12. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM. AND BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE AT&T GROUNDING AND BONDING STANDARDS TP -76416 SPECIFICATION 6.3.2.2. GROUNDING SITE PLAN 0' 1' 4' 8' MI III TETT 1/8"=1'-0" KEYNOTE$ NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 [t/WESTCHESTER ■■%% SERVICES LLC 604 FOX GLEN BARRINGTON. IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LAiDLARD/PROPERTY OWNER SIGNATURE* 1 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: JO SIGNA Page 61 5/05/14 LICENSE / 26379 EXP, 06/30/14 R IS A WOIATON OF LAZE FOR ANY MOON. MISS THEY ARE AC NO UNCER T1E OTIIEIC5 OF A UCENSED WIOFTS901ML ARCHITECT. TO M.1EA TIM DOCULIE11T. 5/5/14 REWSED PERMTr/CdiSTROCTI5I 04/17/14 REWSED PERMIT/CC1i5TRUCT1OV 53/27/14 PERMIT/UMMEUCTISN %REV DATE DEs:RPRON PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION GROUNDING SITE PLAN DRAWING NUMBER E-8 Page 62 • EXOTHERMIC TYPE CONNECTIONS • COMPRESSION TYPE CONNECTIONSMEC CONDUCTOR O FW GROUND1NG BAR: EICTEND (2) 12 AWG TINNED CU I. GROUNDING IS GROUNDING DETAILSSHOWN SEE DRAWINGS DIAGRAMMATICALLY -3 ONLY. THROUGH G-7. G-7. 2. THE CONTRACTOR SMALL SUPPLY AT&T WITH THE RESULTS FROM PRE -CONSTRUCTION AND POST -C S RUC110ALLNDIFINOHM CETINGTT(GROUNDING) REQUIRED 6Y AT&T GROUNDING & BONDING STANDARD TP -76416. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TWO APPROVED -FALL OF POTENTIAL' TESTS. FIRST WILL BE CONDUCTED PRIOR TO MAKING ONNECTIENS AND THE SECOND WILL 8E CONDUCTED AFTER THE EQUPMENT.ECTIONS HAVE BEEN THE SUPPLEMENTAL GROUNDING E TO RSSYSTEM, THE EXISTING GROUNDING SYSTEM. THESE 1L1 SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUNDING SYSTEM RESISTANCE TO EARTH GROUNDING SHALL NOT EXCEED (5) OHMS. IF THE GROUNDING TEST EXCEEDS THE MAXIMUM OF (5) OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUNDING RODS AND CONNECTIONS AS REQUIRED TO MEET THE (5) OHMS MAXIMUM. 4. THE INSPECTOR HAVING JURISDICTION SHALL INSPECT ALL GROUNDING CONNECTIONS FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BEFORE BEING PERMANENTLY CONCEALED. 5. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATIDN SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 6. CONTRACTOR SHALL GROUND ALL EQUIPMENT INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. ON NUMBERHE TYPE OF TOWER, ANTENNA LOCATION, AND CONNEC11ON ORIENTATION. THE CONTRACTOR SFWLL BE RESPONSIBLE FOR INSTALLING ADDmONAL GROUNDING ARS AS10 REQUIRED, PROVIDING 505 SPARE ES WHERE 6.MODIFICATNG IONS OR OR ADDfT10NS ARE BE PERFORMED MADE MODIFIIXISTIO GROUNDING SYSTEM AND SWILL BE IN ACCORDANCE WITH AT&T GROUNDING AND RONDING STANDARDS TP -76416. THE CONTRACTOR SHALL SUPPLY AT&T WITH RESULTS FROM PRE -CONSTRUCTION AND POST -CONSTRUCTION OHM TE571NC (GROUNDING) GROUNDINRESULTS G ANO BONDINGND BE IN PLIANcE STANDARDSHTP76416. at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 CONDUCTORS TO MASTER GROUNDING BAR AND MAKE A HANICAL CONNECTION. B MASTER GROUNDING RAR FIELD LOCATE O e--10 GROUNDING BPA O INTERIOR EDUIPMFNT GROUND RING sicAND WIRELESS ENGINEERING GROUP 1501 E. W000FIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 60173 LEGEND IWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 AEOwestchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 . ' rli, ..4 ^ ^ � ^ r-, ^// • 1• //////Z-1//////////// LANDLORD/PROPEFOY OWNER SIGNATURE 1 I- -. �_ -1-T-1-FT-1 1 L 1 1 1 1 1 1 I~ L J_ L J L 1� 11 J_ _ 1 1 1 1 1 1 1 1 1 J- L 1 J_ L 1 J_ L - - - 1 / / I 1- — 'I HEREBY CERTIFY THAT THIS PLAN, SPECIFlCAT1ON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSION ANO THAT I A DULY LICENSED D PROFESSIONAL STATE OFARCHITEF MINNESOTA UNDER E LAWS OF THE PRINT NAME: JO M. 5 SIGNATUR DA 5/05/14 LICENSE sf 28379 _ LI — 1 + v O — � ' M--f� �• L — I 1 • • 1 I I- - —1 [L 1— - —I L AGP TI—I T �` -N---f-t,"-T46- '( 1-T-1-1-T-1-1-`--� 1 1 1 fi 1-- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r __ L±1_L LLJ_LLJ L1J-L1J_L_ _ 1 — — I ` - — —I / - 1 1— OGP.1---1—UGP-- UGP UGP UGP UGP L - — — 1 I 1 �� I I— 7'—I J 1/ / E <P. 06/30/14 Ir a A NOLAIgX OF WY FOR ANY AERShI. ACDNO WIDER THE DIRECTION OF A� ARaIIEf ALTER THIS DOCUIEMG,T. I I I I / +I J//////)///////r///////////•iD ‘L__.. til I/ .4.s, as"' i . • 1 5/5/14 REMISED PERLIT/CONS1AUC710N 1 94/17/14 REMISED POIMR/CONSIRUC110N 0 93/27/14 PERMIT/CONSTRUCTION REV DATE DESaEPIION 1 PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION GROUNDING SHELTER PLAN e DRAWING NUMBER E-9 0• 1' 2' 4' KEYNOTES NOTES GROUNDING SHELTER PLAN mi_ 1/4'=1'-o" 1 _ Page 63 • EXOTHERMIC TYPE CONNECTIONS • COMPRESSION TYPE CONNECTIONS,�j ---- GROUNDING CONDUCTOR •—• GROUNDING BAR 1. CONTRACTOR SHALL HAVE A COMPLETE UNDERSTANDING OF THE CONTENTS OF AT&T STANDARD TP -76416. 2. ALL INSTALLATIONS SHALL BE FIELD VERIAEO. - t \ 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 EC WIRELESS ENGINEERING GROUP 1501 E. W00DFIELD ROAD SC SUITE 300 UITEU, IEAST 0173 LEGEND NOTES PROPOSEDDLTE RRHS 1. TOWER GROUNDING BAR: EXTEND (2) /2 AWG TINNED CU WIRE FROM BURIED GROUND RING UP TO THE TOWER GROUND BAR AND MAKE A MECHANICAL CONNECTION. SECURE GROUND BAR DIRECTLY TO TOWER WITH STAINLESS STEEL MOUNTING MATERIAL 2. ANTENNA GROUNDING BAR: ANDREW CORPORATION PART /UGBK6-0424-T MOUNT GROUND BAR DIRECTLY TO TOWER. SECURE TO TOWER WITH STAINLESS STEEL MOUNTING MATERIAL 3. GROUNDING BAR: LOCATED CLOSE TD GRADE LOCK BOX / TESSCO PART 351546: INSTALL PER MANUFACTURER GUIDEUNES. 4. EXOTHERMIC OR COMPRESSION CONNECTION FOR PIPE MOUNT TO ANTENNA ROUTE CONDUCTOR TO NEAREST GROUNDING BAR 50 THE GROUNDING CONDUCTORS PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. USE /2 AWO SOLID TINNED COPPER CONDUCTOR. GROUNDING CONNECTION SHALL BE LOCATED AT THE TOP 2" OF PIPE. 5. ALL GROUNDING CONDUCTORS SHALL BE /2 AWO COPPER TINNED UNLESS NOTED OTHERWISE 6. AU. GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BENO AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED DR SHARPLY BENT. 7. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON AU. COMPRESSION GROUNDING CONNECTIONS. B. ALL DOTHERMIC CONNECTIONS SHALL BE INSTALLED UTILIZING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR APPUCATION. 9. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WRH AN EXTERNAL TOOTHED LOCK WASHER. OUS OARS MAY !AVE PRE -PUNCHED HOLES OR TAPPED HOLES. ALL HARDWARE SHALL BE SECURITY TORQUE HARDWARE 3/B" STAINLESS STEEL 10, EXTERNAL GROUNDING CONDUCTOR SHALL NOT BEINSTALL BJECTuss.CONDURS. OR S PPORTS TO PRECLUDEOR ROUTED THROUGH HOLES IN ANf �AR ESTABLISHING A MAGNEDC CHOKE POINT. 11. PLASTIC CUPS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CUPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 12. GRO ND BAR IAT THE BRIDGE CE RE THAT 6' OF THE TOWER,EROM THE SE OND GROUND BAR WILL BE NEEDED AT THE ENOF THE ICE BRIDGE RUN TO GROUNDGROUND-� THE COAX KIT AND SURGE ARRESTORS (SURGE ARRESTORS IN E INSTALLED STALLED BY LUCENT ONLY HAVE 6' GROUND TAILS}, 13. CONTRACTOR SHALL REPAIR/PLACE EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. SERVICES LLC (2) MO MOUNTED ON PROPOSED MOUNTING PIPE (3)PROPOSED ANTENNAS (TVP. OF 3 SECTORS) MOUNTED ON PRDPOSED MOUNTING PIPE (TVP. OF 3 SECTORS) 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 647-277-0070 FAX : 847-277-0080 AE@westchesterservices.com (2) PROPOSED LTE RRHS MOUNTED ON PROPOSED MOUNTING PIPE (TVP. OF 3 SECTORS) ' l 1 y I� w / / / / JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-008D LDLORD/PROPERTY OWNER SIGNATURE MI ..�/! •I1\\ \ J \ *✓fir ' �� •• ` / (2) PROPOSED UMTS RRH 1 ♦ MOUNTED ON PROPOSED MOUNTING PIPE �•TVP, OF 3 SECTORS ( )GROUNDING \ \\ `1 y I� / �' • , I HEREBY CERTIFY TWAT TH15 PLAN SPCIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY IONAL ARCHITECT UNDERSTHE LAED WS OF THE STATE OF MINNESOTA PRINT NAME: JO M. ='S SIGNATU 1 `' 14 LICENSE / 25379 T', �� DP. 06/30/14 (1)SURGE PROTECTION IT BANDED TO TOWER (TVP. OF 3 SECTORS) IT IS A MOUTON OF LAW FOR MN PMC.I. LNIL® THEY ME A1.11110 UNDER THE DIRECTION OF A LICENSED PROPESSIONAL ARGfECT, TO ALTER THIS 00LUIIEIIT. I - - . n I P 1 5/5/14 REVISED PEAYR/50, Th 1CDON 1 04/17/14 REVISEO PEAMR/COIESI5UCTION 0 V 0.7/77/14 PEW/CONSTRUCTION REV • LATE 0E5CJ5PI1011 I PROJECT LOCATION; PROPOSED BROADBAND TOWER. (SEE DETAIL: #) N Ptill e R1a �n0. 9a0- DI '64 Teo EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION ANTENNA GROUNDING PLAN DRAWING NUMBER E-10 ANTENNA GROUNDING PLAN ' 0' 1' 2' 4'm GROUNDING NOTES ��m� 3/8'=1'-D- 1 INSPECTION WINDOW IN BARREL REQUIRED FOR ALL INTERIOR TWD -HOLE CONNECTORS EXTERNAL TOOTHED 3/8"0x1 1/2" S/S NUT S/S LOCK WASHER S/S FLAT WASHER CLEAR HEAT SHRINK CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK /77 77 .J LL LL/ ��� TINNED COPPER GROUND BAR LABEL 7-/7-/ 77.77" `L/LCLL/� S/S FLAT WASHER 1/16" MINIMUM SPACING LABEL S/S BOLT (1 DF 2) DO NOT "DO NOT DISCONNECT" ON ALL GROUND NOTES; OSCONNECT irk CONNECTS AND BAR EQUAIJZERS 1. EXOTHERMIC WELD (2) TWD, 12 AWC BARE TINNED SOLID COPPER CONDUCTORS TD GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN 00 NOT RECYCLE" THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH SECTION AND LABEL EACH SECTION Cr. A". "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAJNLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-6 SFAJNLESS STEEL INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. D0 NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 6DD VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPUED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FDR INSFALUNC ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50X SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/6" OF THE BARREL (NO SHINERS). 10. BOLTS SHALL BE MADE "SNUG -TIGHT" PLUS 1/4 TURN. CLOSED BARREL. FOR ALL EXTERIOR TWO -HOLE CONNECTORS EXTERNAL TOOTHED 3/B"0x1 1/2" S/S NUT S/S LOCK WASHER 5/5 FLAT WASHER BLACK HEAT SHRINK UV RATED CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK 1/16" MINIMUM SPACING NOTES; 7/7777 �lLLLL TINNED COPPER \ GROUND BAR / _'— 7/777777- 7/Li' LL/ 5/S FLAT WASHER S/S BOLT (1 OF 2) 00 NOT ISCONNECT LABEL LABEL "DO NDT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUIWZERS 1. EXOTHERMIC WELD (2) TWO, /12 AWC BARE TINNED SOUD COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "1"(1��WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALT. BE STAINLESS STEEL 3/6" DIAMETER OR LARGER. ALL HARDWARE 1B -B STAINLESS STEEL INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSFALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALUNG ADOFT1ONAL GROUND BAR AS REQUIRED, PROVIDING SOW SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). 10. BOLTS SHALL BE MADE "SNUG -TIGHT PLUS 1/4 TURN. INTERIOR TWO HOLE LUG DETAIL NO SCALE 1 EXTERIOR TWO HOLE J.UG DETAIL NO SCALE 2 NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO REOUIRED PART NUMBER DESCRIPTION O1 1 1/4"x4"x30" SOLID GROUND BAR O2 2 A-6056 WALL MOUNTING BRACKET O2 DES 50N 3061-4 INSULATORS O4 4 3012-1 5/8"^11x1" H.H.C.S. O4 3015-6 5/8" LOCKWASHER DOUBLE CRIMP CONNECTION INTERIOR GROUND RING EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" — SURGE PROTECTORS (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) GENERATOR FRAMEWORK (IF AVAJLABLE) (12 AWG) (EC) TELCO GROUND BAR (12 AWG) (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (3/0) (EC) FIBER GROUND BAR (812 AWG) (EC) POWER ROOM REFERENCE GROUND BAR (12 AWG) (AT&T) RECTIFIER FRAMES SECTION "A" — SURGE ABSORBERS (EC) INTERIOR GROUND RING (12 AWG) (EC) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (12 AWG) (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1 /D AWC) SECTION "I" — ISOLATED GROUND ZONE (AT&T) ALL ISOLATED GROUND REFERENCE (AT&T) GROUND WINDOW BAR DETAIL NOTES - 1. EXOTHERMICALLY WELD 12 AWC BARE TINNED SOUD COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE LIKE BETWEEN SECTION AND LABEL EACH SECTION ("P", "A", "I" WITH 1" HIGH LETTERS GROUND BAR ON WALL OR FLOOR #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION 1 (2) TWO EXOTHERMIC TO BE USED WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELO TO BURIED GROUND RING AND GROUND BAR PVC NONMETALUC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT ENO (MQB) REFERENCE GROUNDING BAR DETAIL NO SCALE 3 GROUNDING BAR DETAIL ND SCALE 4 at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. W00DFIELD ROAD SUITE 300 EAST SCHAUHBURG, IL 60173 U1WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 6D010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AEewestchesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE I 1 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT. NAME: •I:I:P . KS SIGNATU /05/14 LICENSE + 28379 EXP. 05/30/14 R 6 A HOLA110N OF LAN+ FOR MET PERSSY711, OISLSS THEY APE AMMO UNDER THE DIRECTION OF A LICOSED PROFESSION& ARQEIEET, 10 PLIETL THIS 000HIIEMT. • 0 • 1 5/5/14 FWASE0 PERMIT/CONSIRUCTKIN 1 04/17/14 RE41SE0 PERMIT/CONSTRUCTION 0 0.1/27/14 PERMIT/CONSTRUCTION REY CATS DES 50N 4. • PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 'DRAWING DESCRIPTION GROUNOING DETAILS DRAWING NUMBER E-11 .4 Page 64 Page 65 TO LOW NOISE UNITS (LINA) AND RECEIVE RX1/RX2 Id RECQUIREDPER PER ` MANUFACTURER RECOMMENDATION ! Page 66 INDOOR NOTES 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF TOWER. ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE CONTRACTOR SHALL BE OUTDOOR RESPONSIBLE FOR INSTALLING A.0DMONPL GROUND BAR atsEt -.......- 4300 MARKET POINTE DRIVE AS REQUIRED. PROVIDING 50% SPARE CONNECTION POINTS. BLOOMINGTON, MN 55435 A WALL ANTENNA CABLES (TIP) mot ml / = 2. DO NOT INSTALL CABLE GROUND KIT AT A BENO ANO CABLE GROUND KIT ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND P} SEf DETAIL P THIS DWG MP) 3. GROUND KR SHALL BE TYPE AND PART AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. iI/ fRRRR 4. WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE #6 AWG (TYP) MANUFCTURER. aiT WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUTTE 300 FAST CONNECTED TO5. SCHAUMBURG, IL 60173 SURGE ARRESTORTOWER PRODE GROUND KR 6" BEFORE TURN TRANSMDN FROM rr- TO ICE BRIDGE ANDREW (OR EQUAL) MULTIPLE 6. WHEN THE SCOPE OF WDRK REQUIRES THE ADDITION OF ENTRANCE WALL FEED THRU A GROUND BAR TO AN EXISTING TOWER. THE OWNER PRIOR TD MOUNTING THE GROUND BARS TO THE t ASSEMBLY CONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER TOWER. II!WESTCHESTER SERVICES LLC . L] ,,i LUG CLOSURE PLATE TO GROUND BAR 7. EXTEND TWO (2) #2 AWG TINNED CU CONDUCTOR FROM BURIED GROUND RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR #2 AWG SOLID TINNED BCW GROUND COS ONLY.) S TD THE TOWER. (APPLICABLE TO / TO GROUND RINGAE®westchesterservices.cpm 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 GRUGBKR OUND 4424-TR(TINNED). A EW PART ENTRKEIOX Y INTO REQUIRED TASSCO PART IF 351546• JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE; 847-277-0070 FAX : 847-277-0D80 NOT USED NO SCALE A NOT USED HATCH PLATE GROUNDING BAR AND FEED THROUGH ' LANOLORD/PROPERTY OWNER SIGNATURE NO SCALE B WALL ASSEMBLY DETAIL NO SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY IJCENSED PROFESSIONAL ARCHFFECT UNDER THE LAWS OF THE STATE OF MINNES0T0. PRINT NAME: JOHN M. : c'KS SIGNATU .Al . /05/14 LICENSE r 26379 ANTENNA CABLE ENTRY PORTS o o ° 0000 OOo EXP. 06/30/14 *0000° OOOo° IT B A VK0AIKW OF WI FOR AMY MM USES 711E7 ARE A4UPOEA THE ORECRON OF A WOOED PR0R0 FFSSONAL ARSITEGT. TD ALTER 1N6 commit e • °0000° TWO HOLE CONNECTORS o°b 0° 0WITH #2 AWG SCUD BARE TINNED COPPER OR 1 5/5/14 m PERYR/C0NS1WJG110N ° ° ° ° STRANDED GREEN 1 04/17/14 MSS POtUT/Cas[0ucnow INSULATION (TYP) 0 03/27/14 PERYR/CauTRucoON 641E 0E9CJEP15 � r . `RLV ' _../1:111111111--.11. 1/4"x4"x20" COPPER GROUND BAR (TIP) PROJECT LOCATION, (-(5),�L�'l TO GROUND RING � EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION GROUNDING DETAILS DRAWING NUMBER E-13 USED HATCH PLATE GROUNDING NOT NO SCALE D NO SCALE E NOT USED NO SCALE F AT SHELTER DETAIL Page 67 NOTES 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELO. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A•, "N", "1") WITH V TALL LETTERS. 3. THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS ISOLATED FROM THE LLETAL SECTION OF THE CELL REFEREWORK. BOND ENCE FRAME D BAR (ATT -TP -76416 -764THE 1 6S 7.B). IF THE FRAME GROUND BAR 15 ISOLATED FROM THE FRAME, THEN THE FRAME SHOULD BE GROUNDED TO THE INTERIOR RING WITH A f6 AWG CONDUCTOR. GROUND TO FIF RACK EXISTING GROUND SAR (SEE NOTE 3) FlF RACK COSTING 6 AWG STRANDED COPPER GROUND BAR CONDUCTOR WITH GREEN, ' NOTES f2 AWG GREEN INSULATED STRANDED COPPER WIRE (EXISTING SHELTER GROUNDING RING) T&O CO. 'C -TAP', CAT. 15473D, CRIMP TYPE PARALLELED TAP OR EQUIVALENT at�t ... 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOUD COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIEO GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN CO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P'. A", "N", 1') WITH 1" TALL LEITERS. 3. THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE METAL SECTION OF THERK. CELL REFERENCE ND THE ROUNO BAR {ATT -TP -76416E GROUND BUS 7.8). IF THE FRAME GROUND BAR 15 ISOLATED FROM THE FRAME. THEN THE FRAME SHOULD BE GROUNDED TO THE INTERIOR RING WITH A f6 AWG CONDUCTOR. GROUND TO FIF RACK PROPOSED GROUND BAR (SE NOTE 3) IF RACK PROPOSED 6 AWG STRANDED COPPERGROUND BAR CONDUCTOR WITH GREEN, 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 0 - &03°D WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG,IL 00173 • *AA.�!i!i!i!s!i!i!i!i!i� DIRECTION OF BOND TO TURN TO SHORTEST DISTANCE TO kin 16 AWG GREEN INSULATED STRANDED COPPER WIRE (UNIT BOND) WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE®westchesterservices.com 500V. THWN-2 INSULATION 1 / p 600V, TH*N-2 INSULATION pill p GROUNDED TO GROUND BAR (SEE NOTES 1 &0 ° 000'o'o'o'000aa'Oo'o'000`o'o`000 GROUNDED TD GROUND BAR (SEE NOTES 1 & 2) 0 .0.0..'000OOOOOOOOOOOOOOOOOOO . p0000000000000aoa00000 o GROUNDING WIRE CONNECTION DETAIL NO SCALE 3 0 JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINIL 60010 TELEPHONE;E; 847-277-0070 FAX 847-277-0080 Jjr� 1c I I I I I I I I I I ! G j I DC EQUIPMENT i 11 I I I • • • . • f! • • DC EQUIPMENT 1 [, tt f2 AWG GROUNDING CONDUCTOR TO GROUND BAR � 16 AWG (ROVIDEDRWTTH KG �� 1 OUTSIDE / . — ; a ��� >k/ , PROPOSED GPS ANTENNA PROPOSED GPS ANTENNA MOUNT OR APPROVED EQUIVALENT PROPOSED STRUCTURE E TO WALL USNG (4) BOLTS MECHANICAL CONNECTION LANDLORD/PROPERTY OWNER SIGNATURE • , I HEREBY CERTIFY THAT THIS PLAN, , SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: J. S SIGNATURE: +� 15 14 LICENSE # 28379 GROUNDING1 1111/10 BUS BAR / (ttP) GROUND KIT I — — RF EQUIPMENT IEXOTHERMIC I 1 • • PROPOSED UM15 ALU -NODE B 9M3N9N I I I RF EQUIPMENT PROPOSED LTE 2ND ,,,'--CARRIER BBU MAN \ .I J ' CONNECTION TO GROUND RING AO 1/2" COAX GABLE r MINIMUM 1 I " IT• v RD AVAILABLE IF KEN CARD ® Two I I p ® ®0 8 • NOT ) BENDING RADIUS PER CABLE 11 AWG BARE TINNED COPPER MANUFACTURER'S SPECIFICATIONS • =11 ® POWE18104 LGP 18104 POU I PROPOSED LTE BBU LIN UNIT P. 06/30/14 i �1 ` PROPOSED FIBER LTE GPS ANTENNA GROUNDING DETAIL No SCALE 4 —PROPOSED FIBER I : CABLE TRAY GABLE TRAY R B A VIDLAT1N OF LAI FUR Ave P. m. UNLESS THEAftE+PR1110 UNDER HE DIRECTION M OF A KYARCHITECT. TO AMR T6 DOLNT. ♦ r 1 • • f2 AWG GROUNDINGII CONDUCTOR TO GROUND FIT 1 a PROPOSED PROPOSED OR PROPOSED SECURE GPS ANTENNA GPS ANTENNA MOUNT APPROVED EQUIVALENT 5TRUCRIRE TO WALL • fJ BB 0 SURGE -,PROTECTION B El am%ROTACTONRGE ' , CTION • Avow • • ••■ • • • .• • + 1 5/5/14 REVISED Prnurt/CONSTRue1104 1 0.07/I4 REVISED PElolrt/cOMSlRuerlon 0 03/17/14 PEfalrt/OONSTRUCTIOM REV DATE DBOTF110M -- PROJECT LOCATION: f6 AWG GROUNDING CABLE (PROVIDED WITH K , OUTSIDE / GROUNDING / BUS BAR �����.�-���,,,���,,,,,,�j'- ,/ 1104 , �'Ir USING MECHANICAL MP) GROUND (4) BOLTS CONNECTION KIT EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 ■\' \ ' r 11,0000K e DRAWING OESCRIPTION EXOTHERMIC CONNECTION TO GROUND RING I AO 1/2" COAX CABLE 6" MINIMUM GROUNDING DETAILS Id PJ b LP • '•J b L03 02 AWG BARE BENDING TINNED COPPER MANUFACTURER'S RADIUS PER CABLE SPECIFICATIONS DRAWING NUMBER E-14 LIE FIF RACK GROUNDING DETAIL . NO SCALE 1 UMTS FIF RACK GROUNDING DETAIL NO SCALE 2 UMTS GPS ANTENNA GROUNDING DETAIL NO SCALE 5 Page 68 PART 1 - GENERA' 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING 01D. ANY QUESTIONS ARISING OURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE 610 PERIOD WTTH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT FIRS BEEN AWAROED. B. THE CONTRACTOR SHALL OBTAIN PERMITS. UCENSES, MAKE ALL DEPOSITS, ANO PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A ALL WORK SHALL BE INSTALLED IN ACCORDANCE WRH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPUCABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, CONDUIT BENDS SHALL 8E THE RADIUS BEND FOR THE TRADE SIZE OF CONOUIT IN COMPLIANCE WITH THE LATEST EOFTIONS OF NEC, 1.3 REFERENCES: A THE PUBUCATIONS USTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBUCATION SHALL BE THE LATEST REVISION ANO ADDENDUM IN EFFECT ON THE DATE THS SPECIFICATION 15 ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPUCABLE PROVISION OF THESE PUBUCATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING ANO MATERIALS) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MNNUFAC'JRER'S ASSOCIATION) 5. NEPA((NATIONAL ARE PROTECTION ASSOCIATION) 6. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL UNDERWRITERS LABORATORIES INC.) 8. AT&TGROUNDING ANO BONDING STAND ROS TP -76416 1.4 SCOPE OF WORK A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL. AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL 6. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFIWNG, AND REMOVAL OF EXCESS DIRT. 0. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITN CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES WAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT COMMONS, AND CHANCES WHILE COMPLETING THIS CONTRACT, THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM OEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EOUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORE CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED. 10,000 AC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED 711E RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A CONDUIT: 1. RIGID META. CONDUIT (RNC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIOE IN ADDITION TO GALVANIZING. 2. UOUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL OSTEO. 3. CONDOR CLAMPS, STRAPS ANO SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDOR TERMINATIONS. 4. NONMETAWC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTAL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. 1. CONDUCTORS AND CABLE CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER. TYPE THHN/THWN-2, 600 VOLT, 512E AS INDICATED, 112 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. 110 AWG AND SMALLER CONDUCTOR SHALL BE SOUD OR STRANDED AND 18 AWC AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDEO CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL CABLES SHALL BE SUPPORTEO IN ACCORDANCE WRH THE NEC ANO CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TACGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TACS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C, 1. D. 1. DISCONNECT SWITCHES: DISCONNECT SWITCHES SHALL BE HEAVY OUTY, OEAD-FRONT, QUICK -MACE, QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE ANO INTERLOCK WRH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN HEMA 3R ENCLOSURE, SQUARE -D OR ENGINEER APPROVED EQUAL CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 12 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL MANUFACTURER SHALL BE LYNCOLE XFT GROUNDING ROD TYPES K2-(R)CS OR K2L-MCS (..) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPUCATIONS, INCWDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XII MODEL 150-22. ALL DISCONNECT SWITCHES AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 12 AWG BARE, SOLID. TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS NCB, SHALL BE FURNISHED ANO INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE AEW. ALL GROUNDING BUSES SHALL BE IOENRRED WRH MINIMUM LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE 3. CONNECTORS SHALL BE HIGH-CONDUCTMTY, HEAVY DUTY. USTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED, USE TWO-KOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION WGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH --STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"R10' -D". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPUANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, DISCONNECT SMIRCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIREO FOR A COMPLETELY OPERATIONAL SYSTEM ANO PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRFFTEN. PART 3 - EtECUT10N 3.1 GENERAL A ALL MATERGL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN-UKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, AJGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION DF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE. A.I. LABELS AND ANY DEBRIS. CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH 1115 OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE BO CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WRH A MINIMUM COVER OF 24' UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18' IN ALL OTHER NON -TRAFFIC APPUCATIONS (REFER TO 20D8 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT W1TH MOVEMENT. VIBRATION, OR FOR EASE OF MAINTENANCE USE UOUID TIGHT, FLEXIBLE META_ CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDOR AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. S. A RUN OF CONOUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WFM THE UL USTED BENDER OR FACTORY 90 DEGREE ELBOWS WAY BE USED, 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR 051 CONDUIT'S. B. CONTRACTOR I5 RESPONSIBLE POR PRDTEC1IND ALL CONDUDS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PWGCED OR CAPPED TO PREVEHT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. AU. CONDUITS SHALL BE SWABBED CLEAN BY PUWNG AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONOUCFORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END, 11. INSTALL 2' HIGHLY VISIBLE AND DETECTABLE TAPE 12' ABOVE 051 UNDERCROUNO CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER A5 TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRIWNG AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DD NOT PENETRATE STRUCTURAL MEMBERS, SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WTTH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE. FIRE, ANO FUMES. 051 MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE 1. Al POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: PWSEIFTION 208/240/120 VOLT SYSTEMS 14 PHASE B RED PHASE C BWE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MARE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PUWNG WBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON DR HEMP ROPE FOR PUWNG CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING. AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS I5 PROHIOFTED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METAWC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP -76416, ND -00135, ANO THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WRH GRADUAL BEND AS REQUIRED. GROUNDING CONOUCFDRS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST ANO STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT ANO WHERE THE MAN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, ANO WATER TOWERS GROUNDING RING. TO THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER TION 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, UCHTNINC PROTECTION SYSTEM, ANO BUILDING MAN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING ANO BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, 105 ACCORDANCE WFR1 MANUFACTURER'S PUBUSHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VANES SPECIFEO 114 UL TO ASSURE PERMANENT AND EFFECTTVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH. THE MANUFACTURER'S INSTRUCTIONS. 7. AU. GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALEO. B. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPUED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 16 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 39' MINIMUM BELOW GRADE, OR 6' BELOW DHE FROST UNE. USE THE GREATER OF THE TWO DISTANCES, 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE .4 MINIMUM DISTANCE OF 36' DEPTH OR 6" BELAY, FRDST UNE, USING THE GREATER OF THE IW0 DISTANCES, 15, IF COAX ON 711E ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER. A SECOND GROUNDING BAR WILL BE NEEDEO AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN -UNE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE 3.5 ACCEPTANCE TESTING: A CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUOMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH FFFJAS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION ILSIW AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRFITEN DOCUMENTATION FOR AU. TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS, 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTACES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING 7115 IEEE STANDARD 3 -POINT "FAY -OF -POTENTIAL' METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE 15 OVER 5 OHMS. ELECTRICAL SECTION NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG,IL 60173 IRWESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX: 847-277-0080 AE®westc hesterservices.com JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 69010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORD/PROPERTY OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY HE OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ARCHRECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: J SIGNATUR • 5/05/14 LICENSE ! 26379 EXP. 06/30/14 R IS A MOIA1546 OF LAW FOR MN PERSON. UNLESS THEY ARE ACTS0 LANDER THE DIRECTION OF A EMBED PROFT55OIML AOEI4TWF, TO ALTER TH6 DOCUMENT. • I - -- 1 5/5/14 REAMED PERMIT/t01616GI1cI 1 05/17/14 WISED PERWT/CCI111MIncm 0 03/27/14 P5BIrT/COESTR11GT01 REY DATE DFSCAWIEOR PROJECT LOCATION: EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING OESCRIPTIQj ELECTRICAL SECTION NOTES DRAWING itUMBER E-15 Page 69 , 411111t, a `CC` �� 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 Site Nom: M HAUSER. D T �_.. 511`E NJL4 E? PRASE: 1 1 VOLTAM 240 120 voom AD BUSS RAMC. 200 AMPS AIC. MAN AMPS ALVTRAL EIAFt YES FjiTj WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE R0 EAST SGHAUMBURG, IL 60173 NO4, NT: T $URFAC Mi3N10GROO T�1: OLOSAR1E TYPE 30 INTERNAL Tvss '1110 PANG 5T,AT1JS: - -- CK 1 L AflE StilaP1W 1 . AMPS BREAKER POLES t SERVICE " ;FTA,'1US LOAD VA Llsann Fsew LSA PHASE A ACTOR VA PI4A1E D VA USAGE FAC TOR Demand Frei : S "I BREAKER Etor.tA LOAD VA STATUS PILES BREAKER AMPS L[ ,U SCRI TION cotT 1 LLC TEN fiCERfgyral �EiMf'!''l��;M4 � � _. _ 100 ' t.00 2 - - SO 1 GOWESTCHESTER POO NE'1V 2 Sts N�111wC 2 1 �_-_ --- , 1600 100 .- 1. 1� 4240fi� 1,$� Ifs O MISERVICES 604 FOX BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 ` AE©westchesterservices.com 6 _. 1 EH S0' REC1101110t 02 16001 o 1 240 I 1.02 r-- R . 5260 _ - _ 6 7 30 2 WI 16 l0 - 1-4 1240 0.515 t ---+ NEW 1 tow 20 HVAC 0 N1 - , JOHN M. BANKS ARCHITECT 604 FOX GLEN 0010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 *--- 0 EMERSONRi€t i1FIEFI11 24 . 2 s f:.�,�Q_ MOO 1lOd 1.04 1,4 t00 _ F0 - - 1 11 i6QIQ N.. 1.00 1. 0 , 11.i1QI a> 10 PSN;AIL 1 1 EMERSON i 1 MR SA 30 # 1I N t I_{ 680 t , i CO NEIN 1 H _ 70 INTERIM It+ACLE! to LANDLORD/PROPERTY OWNER SIGNATURE . - - $ 2 IF)&i * 140 1 , - tole :64o ... I w, • . - f 00 t t NSM 1 ni INT 001tiOFIT3 14 Y1 - BIER ION RECTIFIER IS 2 leIN NEIN 1.00 1.00 1!SL141 1 rx 1 ce, 1 200 NEW 1 20 EY. TRIO ] LIGHTS 11 TO 600 1.00 1. cc -- I�IL�i` 1.1l0 1 "j _ BLANK 20- , 1 PORTTHISPLAN. CIFICATIDNOR THAT SPE PREPARED BY ME 0R UNDER MY DIRECT SUPERVISION AND THAT I AM A ARCHITECTYUNDERSTHE PLAWS SOFONAL THE STATE OF MINNESOTA PRINT NAME: J� M. .'KS SIGNATURE. 21 ELIER7011 RECTIFIER -.. '30 2 1000 NEVI 1.00 1.00 1N 1 00 1.02 + " 0 - ES LA tAK 2.S 1000 1..00 1. ' 1. 1.02 0 . 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'.� 1„ _..._. qr �... -._ 1'trIi'I4 1. ! - 51.1 76 +REV DATE DESCRIPTION , 4 BOVA 1i toe 1.>Jlti f: 0. 100 NEW + 40 PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 41 Ns'XTEJ`{1CIN {sFCG1 2 1w 01EW *60 1.00 1_CO 2 0 60 111'#S 42 1" se* 1195 ,Sakttilt ' f 0 VA 1 i1860 KVA 35,0 TO 7A DRAWING QFSCRIPi10N LOAD CENTER SCHEDULE LI,- NIPS- 15.E fi 7 $ /10'.4 1 Iiii IN YEA RER DRAWING NUMBER E-16 LOAD CENTER SCHEDULE Page 70 EXOTHERMIC CONNECTION • MECHANICAL CONNECTION • CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 0 TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 9T EXOTHERMIC WITH INSPECTION SLEEVE ® GROUNDING BAR AB ANCHOR BOLT INT INTERIOR ABY ABOVE LB(S) POUND(S) AC ALTERNATING CURRENT ANS LF UNEAR FEET MA ONRY ADOL ADDITIONAL Mg MACHINE BOLT AFF ABOVE FINISHED FLOOR MECH MECHANICAL AFD ABOVE FINISHED GRADE MFR MANUFACTURER ATC AMPERAGE INTERRUPTION CAPACITY MGB MASTER CROUNO BARMIN MINIMUM AURA ALUMINUM MISC MISCELLANEOUS TOL METAL ALT ALTERNATE MTS MANUAL TRANSFER SWITCH ANT ANTENNA MW MICROWAVE N) NEW APPROX APPROXIMATE NEC NATIONAL ELECTRIC CODE ARCH ARCHITECTURAL NO.(a) NUMBER NOT ATS AUTOMATIC TRANSFER SWITCH OAC ONCEENTER AWG AMERICA WIRE GAUGE OPNC OPENING BAIT pAn�p (P) PROPOSED PRECJLST CONCRETE BLDG BUILDING PCS PERSONAL COMMUNICATION SERVICES ILK BLOCK PCU PRIMARY CONTROL UH PRC FPRIMARY RADIO CABINET BLKG BLOCKING PP POLARIZING PRESERVING BM BEAM PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH BTC BARE TINNED COPPER CONDUCTOR PT PRESSURE TREATED BOF BOTTOM OF FOOTING PWR POWER CABINET CAS CABINET CANT CANTILEVERED RAD QUANTITYW RECT RECTIFIER REFERENCE CEC CAIJFDRNIA ELECTRIC CODE REINF REINFORCEMENT CHC CHARGING REQD REQUIRED RET REMOTE ELECTRIC TILT CLG CEILING RMO RIGIO METAUJC CONDUIT CLR CLEAR RRH REMOTE RADIO HEAD COL COLUMN RRU REMOTE RADIO UkET SRACEWAY CH UL COMM COMMON SSCHEDULE SIFT SHEET CONC CONCRETE SAD SMART INTEGRATED DEVICE OOHSTR CONSTRUCTION SIM SIMILAR TION SPESQU SQUARE DBL DOUBLE DC DIRECT CURRENT SS STAINLESS STEEL DEPT DEPARTMENT STT] STANDARD STL STEM_ DOUGLAS FIR STRUCT STRUCTURAL DW DIAMETER TEMP TEMPORARY DIATHK ESS pLAG DIAGONAL TMA TOWER MOUNTED AMPUFIER DIM DIMENSION TN TOE HAIL TDA TOP OF ANTENNA DWG DRAWING TOC TOP OF OURS TOF TOP OF FOUNDATION OWL DOWEL TOP TOP OF PLATE (PARAPET) (E) EXISTING MS TOP OF STEEL TOW TOP OF WALL EA EACH TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM EC ELECTRICAL CONDUCTOR IUYGP lUNDEAGROUNO EL ELEVATION VL UNDERWRITERS LABORATORY ELECTRICAL UNO UNLESS NOTED OTHERWISE UMTS UNNERSAL MOBILE TELECOMMUNICATIONS EMT ELECTRICAL METALLIC TUBING SYSTEM ENG ENGINEER UPS UN3ITERRUPNBLE POWER SISTEM (0C POWER PLANT) EO EOE VIF VERIFIED IN FIELD EXP IXPANSION WIDE MIT WD WDDD FAB FABRICATION W.P. WORK POINT FF 'FINISH FLOOR WP WEATHERPROOF WT WEIGHT FG FINISH GRADE FlF FACILITY INTERFACE FRAME FIN FINISH(ED) FIR FLOOR FON FOUNDATTON FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STU0 FOW FACE OF WALL FS FINISH SURFACE FT FOOT FTG FOOTING CA GAUGE GEN GENERATOR OFC♦ GROUND FAULT CIRCUIT INTERRUPTER GLB GLUE LAMINATED BEAM GLVGALVANIZED GPS GLOBAL POSmONING SYSTEM CND GROUND GSM GLOBAL SYSTEM FOR MOBILE HDR HEADER MGR HANGER HVAC HEAT/VENTILATION/AIR CONOmONING HT HEIGHT IGR INTERIOR CROUNO RING IN INCH _ ��� t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 , GROUND ROD 111--4, TEST GROUND ROD WITH INSPECTION SLEEVE IIHET SINGLE POLE SWITCH DUPLEX RECEPTACLE y.� DUPLEX GFCI RECEPTACLE (}l C[]l FLUORESCENT UGHTING FIXTURE (2) TWO LAMPS 48—T8 L_ SMOKE DETECTION (DC) SD T, $ O F II _ J WIRELESS ENGINEERING GROUP OFlELROAD D D 1501 E. WOSE.TE OD EAST SCHAUMBURG,00 IL 60173 WESTCHESTER SERVICES LLC 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE@westchesterservices.com EMERGENCY LIGHTING (00) a a SECURITY LIGHT W/PHOTOCELL LITHONW ALM LED —1-25A400/S1K—SRA-120— PE— ODI3TX0 = CHAINLINK JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 FENCE X X WOOD/WROUGHT IRON FENCE WALL STRUCTURE i'///////////////////////l%/////////I LEASE AREA PROPERTY UNE (PLL +T... SETBACKS LANDLORD/PROPERTY OWNER SIGNATURE •�A!A.A.AAAIOrO•000O� PROPOSED ICE BRIDGE ��r�or�r�r�rr�r�r�r�r�r�grwww�r�r�r� w w:r�r�rr� fir. AAAA...... .. AAAA... .. ... AAAA EXISTING ICE BRIOGE • • , .......... AAAA. ' WATER LINE Iii NI I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER WY DIRECT SUPERVISION AND THAT 1 MIA DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: JOHN :. SIGNATURE: I.� /05/14 LICENSE i 26379 UNDERGROUND POWER UG UNDERGROUND TELCO UGT OVERHEAD POWERELEC ❑J -IP OVERHEAD TELCO OH UNDERGROUNO TELCO/POWER — UGT/P UGT/P — ABOVE GROUND POWER AGP AGP ABOVE GROUND TELCO AGT AGT — ABOVE GROUND TELCO/POWER AGT/P AGT/P — WORKPOINT i W.P. ll SEGTLON 1 EXP. 06/30/14 R IS A MOLMINI OF o 1' FOR !WY PEF6ON, UNLESS DRY ARE ALT/40 TIGER THE [MEGRIM ON OF A LICENSED PROFf in &TM MIS000 NIORTECT, I REFERENCE e DETAIL REFERENCE AM ® I 1 5/5/14 REVISED PERMIT/WN9TNLIcil011 1 04/17/14 REML515 PERMIT/[01STRULROM 0 03/27/14 PERMIT/03141RUC110R TRY DATE OESCAPIION PROJECT LOCATION; EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION GENERAL NOTES ♦DRAWING NUMBER N-1 LEGEND 1 ABBREVIATIONS 2 NOT USED 3 • Page 71 GFNFR J Q STQUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (8&V) CONTRACTOR: (CONSTRUCTION) OWNER - AT&T 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL NSTT THE SITE AND SHALL FAMIUARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHAU. BE RESPONSIBLE FOR FAMILLARIZIHG HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPUSHED PS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHAU. BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORN(. 4. ALL MATERIALS FURNISHEO AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. GENERAL 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 WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS, 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE Al INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED 70 BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT 15 THE MINIMUM REQUIRED CLEARANCE THEREFOR rr 15 CRIAC AL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR 10 PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED 10 SUR JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHAU. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WFFH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. M. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNOER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPUNES. 12. ERECTION SHALL BE DONE IN A WDRKMANUKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL OEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED 8Y UGHT SHADED UNES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS. LANDSCAPING ANO STRUCTURES. ANY DAMAGED PART SHALL BE REWIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MANTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE ANO/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDTIION ONE COMPLETE SET OF PLANS WITH AU. REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE ETRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2 -A10 -13:C AND SHAU. BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER LMLFRES SHALL BE PROTECTED AT ALL TIMES, ANO WHERE REQUIRED FOR THE PROPER EXECUTIDN OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRIWNG PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS SHALL INCLUDE BUT NOT BE UNITED 10 A) FALL. PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY. AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER. WATER. GAS. ELECTRIC. AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED. CAPPED. PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER ANO/OR LDCAL LTIILFIIES, 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK ANO NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 26. NO FILL OR EMBANKMENT MATFRAL SHAU. BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBUC RICHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED 8Y THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH. STUMPS, DEBRIS, SOCKS. STONES. AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES. OPERATING AND MAINTENANCE MANUALS. CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION ANO PRIOR TO PAYMENT. 3D. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDUNES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE ANO IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS UNITED TO PERIOOIC MAINTENANCE ANO INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCOROANCE WITH THE LATEST REVISION AT&T MOBILTIY GROUNDING STANDARD `TECHNICAL SPECIFICATLON FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES' AND "TECHNICAL SPECIFICATION FOR FACILITY GRDUNOING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY, 37. CONTRACTOR SHALL REMOVE ALL TRASH ANO DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED 8Y THE SITE OWNER. CONTRACTORS SHAU. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERLAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHFFE STROBE LIGHTS ARE PERMITTED. UGHTING IF REQUIRED. WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS ANO RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHAU. CONFORM 1a CURRENT ANSI/DA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL. PRODUCTS', UNLESS NOTED OTHERWISE 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. OAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A760. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS ANO SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUS£0 PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNT1LTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 59 AS DEFINED BYTHE RIDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.59 AS DEFINED BY THE RFDS. REFER TO ND -00246, 49. JUMPERS FROM THE TIM'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHAT RECORD THE SERIAL /. SECTOR, AND P051T1011 OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL SE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. TOROUS REQUIREMENTS 52. ALL RF CONNECTIONS SHALL BE TIGHTENED 8Y A TORQUE WRENCH. 53. ALL RF CONNECTIONS. GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT UNE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOUD SURFACE. EXAMPLE OF SOUD SURFACE: GROUND BAR. ANTENNA BRACKET METAL 54. ALL BM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 55. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENEO TO 43 LB -FT (56 NM). 56. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE 15 H0 LONGER LOOSE 57. ALL DIN TYPE CONNECTIONS SHALL BE TICHTENED TO 16-22 LB -FT (24.4 - 29.B NM). 56. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 59. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS. OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM. THEY SHALL 8E INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER OUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NEPA 70 (NEC) ARTICLE 77D RULES SHALL APPLY. 60. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) 515 FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES. A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NEPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 61. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NEPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY, COAIGAL CABLE NOTES 62. TYPES ANO SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 63. CONTRACTOR SHALL VERIFY THE DOWN -TRT OF EACH ANTENNA WITH A DIGITAL LEVEL 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABEUNG STANDARD" ND -00027 LATEST VERSION. 65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION UNE SHALL BE 1/2' DIA LOF AND SHALL NOT EXCEED 6"-0". 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EKCEEO 4'-0" OC. 67. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION ANO GROUNDING OF ALL COAXIAL CABLES, CONNECTORS. ANTENNAS. ANO ALL OTHER EQUIPMENT. 68. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF A ALCAIAATINC TAPE. WEATHERPROOFING SHLL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 69. CONTRACTOR SHAT GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TIM'S, COAX CABLES. AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 70. CONTRACTOR SHALL PROVIDE STRAIN-REUEF AND CABLE SUPPORTS FOR AL1. CABLE ASSEM8UES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN-REUEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 71. CONTRACTOR TO VERIFY THAT EXISTING COAX RANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN WAGERS IF APPLICABLE GENERAL CABLE AND EQUIPMENT NOTES 72. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, OIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 73. -ALL CONNECTIONS FOR WAGERS, SUPPORTS, BRACING. ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 74. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 75. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE REF CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP 011 EACH TURN AND EACH LAYER SAW. BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKUNG. BUTYL BLEEDING IS NOT ALLOWED. 76. IF REQUIRED TO PANT ANTENNAS AND/OR COAX: A TEMPERATURE SHALL BE ABOVE 50' F. B. PANT COLDR MUST BE APPROVED EN BUILDINO OWNER/LANOLORO. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PANT IS REQUIRED. D. Do NOT PAINT OVER COLDR CODING OR ON EQUIPMENT MODEL NUMBERS. 77. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MIO LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 7B. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNO BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-D" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 79. THE CONTRACTOR SAW. BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION 15 THE CORRECT MAKE AND MODELS. PRIOR TO INSTALLATION. 80. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 81. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-D' T -600M SECTOR ANTENNA MOUNT. IF APPLICABLE. INCLUDING ALL HARDWARE GENERAL NOTES at&t 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 WIRELESS ENGINEERING GROUP 1501 E. W00DFIELD ROAD SUITE 3D0 EAST SCHAUMBURG, IL 60173 IEWESTCHESTER LL SERVICES S C I 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 AE®westchesterservices. co m JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 LANDLORO/PROPERN OWNER SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFKATION, OR REPORT WAS PREPARED 8Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ARCHFTECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: HN M KS SIGNATURE: DA 05/14 LICENSE 26379 EXP. 06/30/14 IT IS A VIOLATION OF LAN FDR A[ff PERSON, IALLESS THEY ARE AMID LPWFA THC CAIECKLRL OF A MEWED PROFES"AOEYL ARCHTEET, 10 ALTER THS DDUAEI T. f 1 5/5/14 REvsTD PERYFT/Ca14DENTIQN 1 04/17/14 IRVsm PFAI8T/CgBTIRJCTION a 03/27/14 PENATT/CQFISIRLICTDW REV DATE DLSGIAMO4 PROJECT LOCATION" EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 DRAWING DESCRIPTION GENERAL CONCRETE WORK NOTES DRAWING NUMBER N-2 Page 72 . '. NEW BASE PLATE (TYP.411111110 ) 7'-3" NOTE: PAINT TOWER EGGSHELL WHITE a`&` 4300 MARKET POINTE DRIVE BLOOMINGTON, MN 55435 AN(4)CHOR580LTS0(TYP.) R 1Ox8x1/2" ! ®D 10'-0" TOWER HEIGHT •o (III &id WIRELESS ENGINEERING GROUP 1501 E. WOODFIELD ROAD SUITE 300 EAST SCHAUMBURG, IL 50173 l ( - 41/1 0 SECTION 8-13 NEW 60' PLATE NEW L3x3x5/16" / \ / 4S O \ / p. co BENT 3x3x5/16" \\� SINGLE ANGLE X -BRACING SECTION A -A o / o o o_ i 1gWESTCHESTER SERVICES LLC ! SECTION C -C SECTION D -D 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX 847-277-0080 AE©westchesterservices.com ` V NEW WIDE FLANGE D BEAM WBx31 / X—BRACING TRIMMED ANGLE No SCALE 3 60' BENT PLATE DETAIL NO SCALE 4 i, ii-IrII it II it II ; I ; i ; ii I . JOHN M. BANKS ARCHITECT 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847-277-0070 FAX : 847-277-0080 A Bb 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =0 1 1 1 1 1 1 1 1 BRICK -rNr- B I I I N I I i I I . I I I I I 1 1 I ELEVATOR I I I I I 1 I I I HOUSING 1 I 1 I 1 1 1 1 L.....1. 1 I I I I 1 1 STIFFENER PLATE 3/16" 3" 12' TOWER LEG 3/16" / ROOF TOP 1 L 1 I I I I I E 1 1 I I I TH. NS/FS LANDLORD/PROPERTY OWNER SIGINNRE //� >3/16" ,ice/ / PLATE ° ° II II _U J1 71 11 II o 11 11 ° STAGGER (4) A325 1/2"0 ANCHOR BOLTS o NEW BASE R 10x8x1/2" TOWER ELEVATION 1/+'-1'-0" 1 e I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY UCENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: J4 M. = +`KS SIGNATURE 05/14 UCENSE / 26379 STIFFENER /� PLATE 3/16" TH. NS/FS E P >3/16" `\\ 3/16" SEE DTL.4/5 1 6„ E HILTI 5/8"0 NEW WIDE SECTION E -E FLANGE BEAM „ T HILT 5/8 HY-70/HAS-E RODS. NEW WIDE HY-70/WAS-E RODS. EMBED ANCHOR W8x31 5-5/8" 012" 0.C., STAGGERED. (13) PER BEAM, (26) TOTAL EMBED ANCHOR 11 ' FLANGE BEAM 5-5/8" ®12" O.C., W8x31 STAGGERED 41, 41+ 41+ NEW WIDE FLANGE SECTION B -B BEAM TO RUN ENTIRE y, LENGTH W8x31 (TYP.) UP. 06/30/14 LEG BASE PLATE DETAIL NO SCALE 5 BEAM TO ELEVATOR HOUSING CONNECTION NO SOME 6 I\ RISA %IOlA= OF LAM FOR ANY PEI60M, MUMS THEY ME 141,144 1,14DEA NC DOEC11OR OF A LICDISID PROFE551pW11AOETECT, ID AUR 7145 OOC1111T T. t.z 11111 - I ELEVATOR HOUSING 'AIM 11 • 1 1 5/5/14 1111550 PERYR/CONSIMICROI 1 04/17/14 MUM P5RYR/L•44$1RdCR0N A NEW 60' BENT PLATE A i 4 - 03 27/14 FE1t1111/CpI51RUC110N +.Re' DATE °0M GUSSET R � SPACING 3x3x5/16" PLATE PROJECT LOCATION. 3x3x5/16" A325 1/2"0 BOLT ` i� NEW L3x3x5/16" SINGLE ANGLE X-BRACI NG EAGLE RIDGE MPLSMNU3256 1860 EAGLE RIDGE DR MENDOTA HEIGHTS, MN 55118 fWITT � - n� A325 1/2"0 NEW STITCH -BOLT ` SINGLE X -BRACING L3x3x5/16" ANGLE 8'-8„ ELEVATOR HOUSING SEE DTL. #4/5--1 SECTION C -C SEE DTL. #4/S-1 SECTION D -D DRAWING DESCRIPTION TOWER EQUIPMENT DETAILS DRAWING NUMBER S-1 ELEVATOR HOUSING LAYOUT 1/4'-1'-0" 2 X B ACING TO LEG CONNECTION No SCALE 7 BRACE STITCH PLATE NO SCALE 8 atsit May 4, 2014 RE: AT&T MW project — Mendota Heights, MN Dear Planning Dept., AT&T Mobility 4300 Market Pointe Dr. Suite 350 Bloomington, MN 55435 www.att.com New Cingular Wireless PCS, LLC (AT&T Mobility) is aware that there is always a very small chance that interference issues could arise while co -locating with other carriers on the same cell site; therefore, careful internal company studies are performed to pre -determine and predict the correct vertical and horizontal separation between antennas, for example. This helps avoid the possibility of licensed frequencies interfering with other. This is a standard convention in the telecom industry. AT&T Mobility acquires their licenses from the FCC, which entitles us to operate within an assigned frequency range. This helps avoid interference issues from other frequencies coming from CB radios, electronic appliances, pacemakers, fire and police equipment, as well as other cellular/pcs licensed carriers antennas. In the highly unlikely event that some type interference does occur, AT&T Mobility will cooperate with the provider experiencing interference, to help identify and correct, to the extent reasonably possible, the issues. In the event AT&T Mobility ceases operation of RF service at 1860 Eagle Ridge Drive, Mendota Heights, MN 55118 all antennas, unused free standing towers, and ancillary equipment will be removed within six (6) months. Sincerely 0r Name k.°l:07 eer Title G - Date AT&T Mobility Page 73 Page 74 MPLSMNU3256 Eagle Ridge Coverage, Quality, and Capacity Also compares 28' Center -line vs. 40' Center -line coverage Existing Coverage +2 miles around intended service area MPLSMNL•3i15 I41P.LSIVlNi ?155: Page 75 850 BASELINE_RSCP • Best Signal Level (dBm) >=-75 Best Signal Level (dBm) >=-85 ] Best Signal Level (dBm) >=-95 Best Signal Level (dBm) >=-105 El Best Signal Level (dBm) >=-115 Page 76 Proposed Coverage +2 miles around intended service area @ 40' RAD Center (Above Roof line) PROPOSED_RSCP_Cand A Best Signal Level (dBm) >=-75 Best Signal Level (dBm) >=-85 Best Signal Level (dBm) >=-95 IN Best Signal Level (dBm) >=-105 Best Signal Level (dBm) >=-115 Page 77 Proposed Coverage +2 miles around intended service area @ 28' RAD Center (Below Roof line) PROPOSED_RSCP_Cand A Best Signal Level (dBm) >=-75 Best Signal Level (dBm) >=-85 Best Signal Level (dBm) >=-95 Best Signal Level (dBm) >=-105 Best Signal Level (dBm) >=-115 Existing Quality (Quality+ Capacity) of coverage +2 miles around intended service area Page 78 Baseline Ec/Io (dB) Ec/Io (d B) >=-7 Ec/Io (d B) >=-10 Ec/Io (d B) >=-12 Ec/Io (d B) >=-16 Ec/Io (d B) >=-19 Proposed Quality (Quality + Capacity) of coverage +2 miles around intended service area @ 40' Page 79 Proposed Ec/Io (dB) • Ec/Io (d B) >=-7 Ec/Io (d B) >=-10 Ec/Io (d B) >=-12 Ec/Io (d B) >=-16 ® Ec/Io (d B) >=-19 Page 80 Existing Pilot Pollution (Quality) of coverage +2 miles around intended service area Baseline Pilot Pollution Number of Polluters >=4 Number of Polluters >=3 Number of Polluters >=2 Number of Polluters >=1 Proposed Pilot Pollution (Quality)of coverage +2 miles around intended service area @ 40' Page 81 Proposed Pilot Pollution • Number of Polluters >=4 Number of Polluters >=3 Number of Polluters >=2 • Number of Polluters >=1 Existing Thematic Capacity Map by # of users during Busiest 15 min. period Page 82 Eagle Ridge • Voice (# users) >=28 n 21 <=Voice (# users) <28 ® 15 <=Voice (# users) <21 n 8 <=Voice (# users) <15 • Voice (# users) <8 Page 83 **************************************************** Federal Airways & Airspace Summary Report: Existing Structure Antenna Structure * * **************************************************** Airspace User: Kari Nelson File: EAGLERIDGE Location: Mendota Heights, MN Distance: .5 Statute Miles Direction: 216° (true bearing) Latitude: 44°-53'45.21" Longitude: 93°-081-05.16" SITE ELEVATION AMSL 916 ft. STRUCTURE HEIGHT 53 ft. OVERALL HEIGHT AMSL 969 ft. NOTICE CRITERIA FAR 77.9(a): NNR (DNE 200 ft AGL) FAR 77.9(b): NNR (DNE Notice Slope) FAR 77.9(c): NNR (Not a Traverse Way) FAR 77.9: NNR FAR 77.9 IFR Straight -In Notice Criteria for MSP Page 84 FAR 77.9: NNR FAR 77.9 IFR Straight -In Notice Criteria for STP FAR 77.9(d): NNR (Off Airport Construction) NR = Notice Required NNR = Notice Not Required PNR = Possible Notice Required (depends upon actual IFR procedure) For new construction review Air Navigation Facilities at bottom of this report. The location and analysis were based upon an existing structure. However, no existing aeronautical study number was identified. If the 'existing' structure penetrates an obstruction surface defined by CFR 77.17, 77.19, 77.21 or 77.23 (see below) it is strongly recommended the FAA be notified of the 'existing' structure to determine obstruction marking or lighting requirements. It is not uncommon for the FAA to issue a Determination of No Hazard (DNH) for an existing structure and modify the airspace to accommodate the structure, should that be required. If the FAA issues a DNH enter the aeronautical study number (ASN) in the space provided on the Airspace Analysis Window Form and re -run Airspace. The below analysis reflects the aeronautical conditions that exist as of the date stamped on this analysis. Notice to the FAA is not required at the analyzed location and height for slope, height or Straight -In procedures. Please review the 'Air Navigation' Page 85 section for notice requirements for offset IFR procedures and EMI. OBSTRUCTION STANDARDS FAR 77.17(a)(1): DNE 499 ft AGL FAR 77.17(a)(2): DNE - Airport Surface FAR 77.19(a): DNE - Horizontal Surface FAR 77.19(b): DNE - Conical Surface FAR 77.19(c): DNE - Primary Surface FAR 77.19(d): DNE - Approach Surface FAR 77.19(e): DNE - Transitional Surface VFR TRAFFIC PATTERN AIRSPACE FOR: MSP: MINNEAPOLIS -ST PAUL INTL/WOL Type: A RD: 15515.99 RE: 819.4 FAR 77.17(a)(1): DNE FAR 77.17(a)(2): DNE - Height No Greater Than 200 feet AGL. VFR Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE The structure is within VFR - Traffic Pattern Airspace Climb/Descent Area. Structures exceeding the greater of 350' AAE, 77.17(a)(2), or VFR horizontal and conical surfaces will receive a hazard determination from the FAA. Maximum AMSL of Climb/Descent Area is 1192 feet. Page 86 VFR TRAFFIC PATTERN AIRSPACE FOR: STP: ST PAUL DOWNTOWN HOLMAN FLD Type: A RD: 24405.06 RE: 700.5 FAR 77.17(a)(1): DNE FAR 77.17(a)(2): DNE - Height No Greater Than 200 feet AGL. VFR Horizontal Surface: DNE VFR Conical Surface: DNE VFR Approach Slope: DNE VFR Transitional Slope: DNE TERPS DEPARTURE PROCEDURE (FAA Order 8260.3, Volume 4) FAR 77.17(a)(3) Departure Surface Criteria (40:1) DNE Departure Surface MINIMUM OBSTACLE CLEARANCE ALTITUDE (MOCA) FAR 77.17(a)(4) MOCA Altitude Enroute Criteria The Maximum Height Permitted is 2200 ft AMSL PRIVATE LANDING FACILITIES FACIL BEARING RANGE DELTA ARP FAA IDENTTYP NAME To FACIL IN NM ELEVATION IFR MY79 HEL CHILDREN'S HOSPITAL - ST PAU 17.94 3.47 +184 No Impact to Private Landing Facility Structure is beyond notice limit by 16084 feet. Page 87 AIR NAVIGATION ELECTRONIC FACILITIES FAC ST DIST DELTA GRND APCH IDNT TYPE AT FREQ VECTOR (ft) ELEVA ST LOCATION ANGLE BEAR PJL LOCALIZER I 110.7 260.42 15190 +156 MN RWY 12L MINNEAPOL .59 121 HKZ LOCALIZER I 110.3 251.38 17408 +156 MN RWY 12R MINNEAPOL .51 121 APL LOCALIZER I 109.3 279.06 18570 +137 MN RWY 04 MINNEAPOLI .42 45 MSP ATCT ON 270.75 22453 -35 MN MINNEAPOLIS -ST PA -.09 INN LOCALIZER I 110.7 276.36 23522 +126 MN RWY 30R MINNEAPOL .31 301 STP ATCT ON 47.44 24716 +164 MN ST PAUL DOWNTOWN .38 MSP RADAR Y 2720. 272.41 24870 +45 MN MINNEAPOLIS -ST PA .10 No Impact. Existing Structures Do Not Require Notice based upon EMI. The FAA takes into account and adjusts radar facilities for reflection, clutter and false targets. The studied location is within 5 NM of an Air Traffic Radar facility. The calculated Radar Line -Of -Sight (LOS) distance is: 75 NM. This location and height is within the Radar Line -Of -Sight. VKG LOCALIZER I 111.5 56.76 25313 +268 MN RWY 14 ST PAUL DO .61 143 BAO LOCALIZER I 111.5 40.51 26262 +267 MN RWY 32 ST PAUL DO .58 323 MSP VOR/DME R 115.3 277.08 26574 +136 MN MINNEAPOLIS .29 MSP LOCALIZER I 110.3 271.61 26824 +139 MN RWY 30L MINNEAPOL .30 301 SGS LOCALIZER I 108.3 107.96 26827 +150 MN RWY 34 SOUTH ST P .32 339 STP CO Y A/G 47.99 27356 +247 MN ST PAUL DOWNTOWN .52 Page 88 TJZ LOCALIZER I 110.9 251.43 27657 +139 MN RWY 17 MINNEAPOLI .29 170 BMA LOCALIZER I 110.9 272.21 28058 +147 MN RWY 35 MINNEAPOLI .30 350 SIJ LOCALIZER I 110.5 257.06 28297 +138 MN RWY 22 MINNEAPOLI .28 225 BAO LOM I 106.13 40559 +14 MN RWY 32 ST PAUL DO .02 PPI NDB I 40 95.99 50238 -43 MN HOPEY -.05 QJE RADAR ARSR Y 1252.4 206.08 54780 -187 MN Minneapolis (Appl -.2 No Impact. Existing Structures Do Not Require Notice based upon EMI. The FAA takes into account and adjusts radar facilities for reflection, clutter and false targets. The studied location is within 20 NM of an Air Traffic Radar facility. The calculated Radar Line -Of -Sight (LOS) distance is: 80 NM. This location and height is within the Radar Line -Of -Sight. FCM VOR/DME R 117.7 254.03 83009 +69 MN FLYING CLOUD .05 FGT VORTAC R 115.7 187.46 94359 -3 MN FARMINGTON 0.00 GEP VORTAC R 117.3 326.85 112504 +92 MN GOPHER .05 MPX RADAR WXL Y 262.65 112575 -133 MN MINNEAPOLIS/CHANH -.07 FCC AM PROOF -OF -PERFORMANCE NOT REQUIRED: Structure is not near a FCC licensed AM radio station Proof -of -Performance is not required. Please review AM Station Report for details. Nearest AM Station: KMNV @ 9644 meters. Page 89 Airspace° Summary Version 14.3.352 AIRSPACE° and TERPS° are registered ° trademarks of Federal Airways & Airspace° Copyright © 1989 - 2014 04-18-2014 10:08:40 Page 90 Ridge South Condominium Association 1850 EAGLERIDGE DRIVE MENDOTA HEIGHTS, MN 55118 May 22, 2014 Dear Ridge South Condominium Owners, Ridge South is considering having AT&T install an antenna tower on the roof of the West (1860) building, just like the one that already exists on the roof of the East (1850) building that is owned by T Mobile. There will be two informational sessions regarding the proposed AT&T antenna on Wed., May 28th at 7:00 P.M. & Thurs., May 29th at 7:00 P.M. Both will take place in the party room. All owners are invited to attend either of these times to receive information and get any questions answered that you may have. If you have any questions or are unable to attend either session and wish to have a special meeting set up feel free to call or email me at 651-688-3030 — mtaple@comcast.net or you may contact any board member. Sincerely, Marcia Taple, President, Ridge South Condominium Association Affidavit of Publication State of Minnesota SS County of Dakota ANNE THILLEN , being duly sworn, on oath, says that he/she is the publisher or authorized agent and employee of the publisher of the newspaper known as SOUTH-WEST REVIEW , and has full knowledge of the facts which are stated below: (A) The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printedNOTICE OF HEARING which is attached was cut from the columns of said newspaper, and was printed and published once each TI -I week, for 1 successive weeks; it was first published on SUNDAY , the 18 day of MAY , 2014 , and was thereafter printed and published on every to and including , the day of , 20 ; and printed below is a copy of the lower case alphabet from A to Z, both inclusive, which is hereby acknowledged as being the size and kind of type used in the composition and publication of the notice: ABCDEFGHIJKLMNOPQRSTUVWXYZ *ABCDEFGHIJKLMNOPORSTUVWXYZ *abcdefghijklmnopgrstuvwxyz Subscribed and sworn to before me on TH t is 18 day of MAY . 14 Notary Public BY: akitt /14-744.111,sn TITLE LEGAL COORDINATOR *Alphabet should be in the same size and kind of type as the notice. TONYA R. WHITEHEAD Notary Public -Minnesota �s= My Commission Expires Jan 31, 2015 RATE INFORMATION (1) Lowest classified rate paid by commercial users for comparable space $25.00 per col. inch (2) Maximum rate allowed by law for the above matter $25.00 per col. inch (3) Rate actually charged for the above matter $ per col. inch 1/14 5 Page 91 Page 92 CITYOF,IA' E . A HEIGHTS 'i NOHEARING ! APTICEURLOF"EC HEARING t ON A REQUEST FORA; .pONDITEONAL USE PERMIT AND VARIANCE F1EgUEST FORA; BUILDli1G MOUNTED WIRELESS ANTENNA FACILITY Af'ID ACCESSORY STRUCTURE AT 1860EAGLE RIDGE DRIVE TC1 WHAM 1T MAY CONCERN- .NOTICE:, ONCERN.. NOTICE=i is .hereby gaven: hat the Planning',Commissa'son of Mendota;: Heights will meet it 7.-00 P. Mi or as s soon as possible: thereafter on' • Tuesday,!May 27; 2014 in "the' "City.; Hall Council Chambers, iJ01; Victoria ;Curve, Mendota Heights; Minnesota to consider a condital; use permit application and uars'::::".,ce request. from SAG Wirelessnhehalt6f AT&T and?the agle, RgeCordo Assae[atronto construabuilding M ounted.wireless antna `"faality and accessory budding at. ' :1860 Eagle Ridge Dnve Ttiis request""has bash assigned Plaflning ease number 2074=16 This notice is pursuant to Title 12= (zoning), -Chapter i. of the Mendota c' Heights City Code ;Such personsas desire to; ie heard wutb reference td.'. :this request will be heard it' thisf nte@ting Coni Smith ty Ce (South West Review May C18i; 2)l7"4rk)' 1 Planning Case 2014-16 Public Hearing Notice Mailing List 272245101010 0 1850 EAGLE RIDGE DR E101 ALEXANDER PERELMAN 272245101015 m 1850 EAGLE RIDGE DR E106 BAUM FAMILY TRUST 278200002020 272245503044 0 1900 VICTORIA RD Q ra ALICE C BOLAND BRADLEY L BEATTY 272245101014 ri 272245503045 co 1850 EAGLE RIDGE DR [105 Ira ALICE C BOLAND BRUCE DAVIDSON 0 0 0 0 0 0 10 272245504102 272245101011 1830 EAGLE RIDGE DR 1002 ID 1850 EAGLE RIDGE DR [102 ALICE C BOLAND CAROL 5 STENBACK 272245503061272245503026 ALOIS 3 & FLORENCE H STIFTER WI CHARLES J TSTE MCCARTHY 272245503062 ID 272245503027 ALOIS 3 & FLORENCE H STIFTER CHARLES 3 TSTE MCCARTHY 272245504211 272245504106 1830 EAGLE RIDGE DR 2011 co 1830 EAGLE RIDGE DR 1006 ALOIS J & FLORENCE H STIFTER CHARLES 3 TSTE MCCARTHY 272245101057 278200001030 1860 EAGLE RIDGE DR W305 co 1900 VICTORIA RD 0 ANDREW M & TIFFANY BERENBERG CHARLOTTE D DAMIAN 272245101044 1860 EAGLE RIDGE DR W201 BARBARA A BATES 272245101033 1850 EAGLE RIDGE DR E307 BARBARA A JOHNSON ea270260002020 CITY OF MENDOTA HEIGHTS ED272245503047 CLAYTON G & VIRGINIA REIN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 93 Page 2 en272245503048 CLAYTON G & VIRGINIA REIN 272245503049 CLAYTON G & VIRGINIA REIN 272245503050 CLAYTON G & VIRGINIA REIN 272245503051 CLAYTON G & VIRGINIA REIN 272245504310 1830 EAGLE RIDGE DR 3010 CLAYTON G & VIRGINIA REIN 272245101017 1850 EAGLE RIDGE DR E108 DALE H & BETTY) ARCAND 272245101018 1850 EAGLE RIDGE DR E201 DALLAS APFELBACHER 278200004021 1900 VICTORIA RD 5 G DARREL & MARY RAINES 272255101070 1847 EAGLE RIDGE RD DAVID & LINDA OVADIA 271860001150 1940 CROWN POINT DR DAVID FRANCIS & PAIR DEVLIN en272245503042 DAVID L & DONNA M ANTONSON 272245504202 C3 1830 EAGLE RIDGE DR 2002 DAVID L & DONNA M ANTONSON 272245101019 ED 1850 EAGLE RIDGE DR 202E DEANNA G ALIOTA 272245402020 0 1870 EAGLE RIDGE DR 10 DONALD & LORRAINE JOBE 272245101042 0 1860 EAGLE RIDGE DR W107 DONALD E & MARY C FRIEDLANDER 272245101031 1850 EAGLE RIDGE DR E305 DORIS F HOLZSCHUH D272245503002 DOUGLAS & JOAN GRIEP en 272245503003 roar DOUGLAS & JOAN GRIEP 272245504301 ED 1830 EAGLE RIDGE DR 3001 DOUGLAS & JOAN GRIEP 272245101062 0 1850 EAGLE RIDGE DR E310 E GARY & MARION G KLEIN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scare 1 inch = 440 feet 5/12/2014 Page 94 Page 3 272245101048 DI 1860 EAGLE RIDGE DR W205 EILEEN C SPENCER 272245402010 0 1870 EAGLE RIDGE DR 11 ELAINE 0 FESLER olork 272245503059 ELAINE R TSTE STEINMAN 272245503060 ELAINE R TSTE STEINMAN 272245504112 1830 EAGLE RIDGE DR 1012 ELAINE R TSTE STEINMAN 272245401040 1870 EAGLE RIDGE DR 12 ELIZABETH FINN KRISTENSEN 272245101024 1850 EAGLE RIDGE DR E207 ELLIOT EFRUM LIBMAN 272245401010 1870 EAGLE RIDGE DR 15 ELLIOTT & NANCY KARASOV 272245101030 1850 EAGLE RIDGE DR E304 EMILY LEISTER 272245402050 1870 EAGLE RIDGE DR 7 ERIN E OLEARY 0 0 0 co 0 co 0 0 0 0 272245101020 1850 EAGLE RIDGE DR E203 EVELYN W ESRIG 272245503034 EVERETT H TSTE KARON 272245503035 EVERE I i H TSTE KARON 272245504209 1830 EAGLE RIDGE DR 2009 EVERETT H TSTE KARON 278200005010 1900 VICTORIA RD D FREDRICK R WYSOKI 272255001060 1833 EAGLE RIDGE DR 6 GAYLE 3 & THOMAS R MIELS 278200004031 1900 VICTORIA RD I GERALD & NORINE OBRIEN 272245504204 1830 EAGLE RIDGE DR 2004 GERALD F & SARAH P SPIESS 27224550301.8 GERALD F & SARAH P SPIESS 272245503019 GERALD F & SARAH P SPIESS Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scare 1 inch = 440 feet 5/12/2014 Page 95 Page 4 272245101050 1860 EAGLE RIDGE DR W207 GERALD 3 KELSCH 272245101023 1850 EAGLE RIDGE DR E206 GEROME T TSTE CAULFIELD 272245101046 1860 EAGLE RIDGE DR W203 GLENN H KORFHAGE 272245503054 GREGORY WOESSNER 272245503055 GREGORY WOESSNER 272245504110 1830 EAGLE RIDGE DR 1010 GREGORY WOESSNER 272245101061 1860 EAGLE RIDGE DR W309 HAROLD ARENSON 272245503046 HAROLD I & BETTY M ZATS 272245503043 HAROLD I & BETTY M ZATS 272245504105 1830 EAGLE RIDGE DR 1005 HAROLD I & BETTY M ZATS 272255501030 0 1853 EAGLE RIDGE RD HARVEY S & SHARON R DEFREN 272245101022 1111 1850 EAGLE RIDGE DR E205 HELEN NI YARBROUGH 272255101021 0 1835 EAGLE RIDGE RD IAN E & PAMELA 5 DOLBY 272245504307 co 1830 EAGLE RIDGE DR 3007 IRA SCOTT TSTE JOSEPH en 272245503010 goria IRA SCOTT TSTE JOSEPH rft 272245503011 gala IRA SCOTT TSTE JOSEPH 272255101120 a' 1857 EAGLE RIDGE RD JAMES BELLOMO 272245101045 1860 EAGLE RIDGE DR W202 JAMES F & JANET YOSWA 272245101052 1860 EAGLE RIDGE DR W209 JAMES M MILLER 272245301020 0 1870 EAGLE RIDGE DR 2 JANE E FLAD Disclaimer. Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 96 Page 5 272245101040 al 1860 EAGLE RIDGE DR W105 ]ANELLE BORGEN 272245101035 1850 EAGLE RIDGE DR E309 JANET R GABOR 272255001080 1833 EAGLE RIDGE DR 8 JEAN M WEST 272245504203 1830 EAGLE RIDGE DR 2003 JEROME B & YETTA SIMON 272245503012 JEROME B & YETTA SIMON 272245503013 JEROME B & YETTA SIMON 272245101054 1860 EAGLE RIDGE DR W302 JOAN B DAVIDSON 272245503006 JOAN L SHAPIRO REVOCABLE TRUST 272245503007 JOAN L SHAPIRO REVOCABLE TRUST 272245503004 JOHN D TSTE FREEMAN 272245504304 CD 1830 EAGLE RIDGE DR 3004 JOHN D TSTE FREEMAN 272245504103 CD 1830 EAGLE RIDGE DR 1003 JOHN H & LOIS E TSTE MCLEAN D272245503032 JOHN H & LOIS TSTES MCLEAN co272245503033 JOHN H & LOIS TSTES MCLEAN 272245503001 JOHN J & JEANETTE M MORGAN 272245504109 C3 1830 EAGLE RIDGE DR 1009 JOHN J & JEANETTE M MORGAN 272245101032 al 1850 EAGLE RIDGE DR E306 JOHN P HINES nil 272245503005 Irdlig JOHN TSTE FREEMAN 272245302030 al 1870 EAGLE RIDGE DR 5 JOHN W JR & MARY E FISCHBACH 100 271860001170 1948 CROWN POINT DR JONI M & CHARLES F BROST Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 97 Page 6 272245101039 Ella 1860 EAGLE RIDGE DR W104 02 3OSEPH 3 & BEVERLY A ZAINE 272245503028 1830 EAGLE RIDGE DR 2007 JOY L DALY 272245504207 1830 EAGLE RIDGE DR 2007 JOY L DALY 278200003020 1900 VICTORIA RD K KAREN E JACOBSON 278200005020 1900 VICTORIA RD E KAREN E MOSS 272245101047 1860 EAGLE RIDGE DR W204 LARRY J WINGER 271860001160 1944 CROWN POINT DR LAWRENCE G WADDELL 272255101060 1845 EAGLE RIDGE RD LEO & SARANN R SLATTERY 272245101016 1850 EAGLE RIDGE DR E107 LEO NIEDORF 271860001110 913 CROWN CT LEROY D ]R & RHONDA BURLING 272245503008 LLOYD S & VICKI R STERN 272245503009 LLOYD 5 & VICKI R STERN 272245504309 a 1830 EAGLE RIDGE DR 3009 LLOYD 5 & VICKI R STERN 278200003030 1900 VICTORIA RD 5 L LOUISE A REV TST EGGLETON 272245401020 1870 EAGLE RIDGE DR 14 LYNN C LIBERMAN 272245101051 C 1860 EAGLE RIDGE DR W208 MARCIA L TAPLE 272245002300 LIM 1869 EAGLE RIDGE DR 1 MARGARET A LAVIGNE 272245504210 a' 1830 EAGLE RIDGE DR 2010 MARRY ANN SUDEITH TSTE 272245101013 1850 EAGLE RIDGE DR E104 MARVIN & MILDRED P JACOBSON 120 272245503052 MARY ANN SUDEITH TSTE Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document- and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 98 Page 7 272245503053 MARY ANN SUDEITH TSTE 272245503036 MARY D GERLACH 272245504201 1830 EAGLE RIDGE DR 2001 MARY D GERLACH 272245002270 1869 EAGLE RIDGE DR MARY JO SKAAR 278200003010 1900 VICTORIA RD S MARY K ORME 272245002260 EED 1869 EAGLE RIDGE DR 5 MICHAEL L HIXSON EEO272245503023 MICHELLE EGAN BURKE 272245504101 1830 EAGLE RIDGE DR 1001 MICHELLE EGAN BURKE 4 an272245503040 NANCY M TSTE SKADRON 272255501010 1849 EAGLE RIDGE RD MARY TSTE DESROCHES 272245503020 MARYLOU FLEMMING MCLEVISH 272245101059 1860 EAGLE RIDGE DR W307 MEIN KAI & SUSAN HO 272245101025 1850 EAGLE RIDGE DR E208 MICHAEL BRECKMAN 272245101041 1860 EAGLE RIDGE DR W106 MICHAEL 1 NEREN co272245503041 NANCY M TSTE SKADRON 40 272245504108 1830 EAGLE RIDGE DR 1008 NANCY M TSTE SKADRON 272245101037 1860 EAGLE RIDGE DR W102 NEIL & BARB GITLIN 271860001180 1952 CROWN POINT DR NEIL] & CATHIE DENBLEYKER 278200001020 1900 VICTORIA RD N PATRICE C WALSH 272245504107 1830 EAGLE RIDGE DR 1007 PATRICIA H GRAF Disclaimer; Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 99 Page 8 trei 272245503021 WO PATRICIA H GRAF 272245504205 1830 EAGLE RIDGE DR 2005 RAE W LEVINE cm272245503022ED 272245503029 PATRICIA H GRAF RAE W LEVINE 272245101034 272255101130 1850 EAGLE RIDGE DR E308 UZI1859 EAGLE RIDGE RD PETER & DAWN GUDEL RANDALL MCLEVISH 272245402060 272245504205 1870 EAGLE RIDGE DR 6 CED 1830 EAGLE RIDGE DR 2006 PETER & SARA BEAGAN RAYMOND A & MARY LOU MCLEVISH 272255501040 272245504212 1855 EAGLE RIDGE RD 1830 EAGLE RIDGE DR 2012 PETER A & BARBARA A REDPATH RHODA MAINS 271860001120 1928 CROWN POINT DR PETER D & ALEJANDRA MADLAND 272245002250 1869 EAGLE RIDGE DR 6 PETER M & NANCY J TS OBERLE 272245002290 1869 EAGLE RIDGE DR 2 PHILIP L & REBECCA L GRAETZ 272245503058 R ELAINE DUFRESNE ED272245503056 RHODA MAINS 272245503057 RHODA MAINS 272245101012 C 1850 EAGLE RIDGE DR E103 RICHARD & KAY KRUSE 272245401030 1870 EAGLE RIDGE DR 13 RICHARD J & SUE A WYNNE 272245504111 272245302020 1830 EAGLE RIDGE DR 1011 160 1870 EAGLE RIDGE DR 4 R ELAINE DUFRESNE RICHARD W & THOMAS A TONGEN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scare 1 inch = 440 feet 5/12/2014 Page 100 Page 9 272245002280 278200005030 1869 EAGLE RIDGE DR 3 cED 1900 VICTORIA RD F ROBERT A & JEAN K ALBRECHT RONALD 3 LARSON 272255001070 272245101029 CB 1833 EAGLE RIDGE DR 7 Ea 1850 EAGLE RIDGE DR [303 ROBERT A JR & MARY L CASPER SALLY E ORREN 272245504303 272245302010 1830 EAGLE RIDGE DR 3003 co 1870 EAGLE RIDGE DR 3 ROBERT C & LINDA L DUNN SANDRA LYNN JOHNSON 272245503024 ROBERT C & LINDA L DUNN 272245503025 ROBERT C & LINDA L DUNN 272245402040 an 1870 EAGLE RIDGE RD 8 SANDRA MURPHY 272245101049 an 1860 EAGLE RIDGE DR W206 SCOTT WEXLER 278200002010 272245504302 1900 VICTORIA RD P CO 1830 EAGLE RIDGE DR 3002 ROBERT C & YVONNE M MOMSEN SHAPIRO JOAN L TRUST 272245101021 271860001100 1850 EAGLE RIDGE DR E204 as 919 CROWN CT ROBERT] & DORINE M VENUTA SHAWNE M COSTELLO 272245503014 ROBERT] & EILEEN C HOWARD 272245503015 ROBERT] & EILEEN C HOWARD 278200001010 1900 VICTORIA AVE M SHEILA A CULLIGAN 272245101055 so 1860 EAGLE RIDGE DR W303 SHERMAN J & BEVERLY KAMINSKY 272245504208 272245101060 1830 EAGLE RIDGE DR 2008 En 1860 EAGLE RIDGE DR W308 ROBERT 3 & EILEEN C HOWARD SHIRLENE H TSTE MATUS Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 440 feet 5/12/2014 Page 101 Page 10 272255101040 1841 EAGLE RIDGE RD SHIRLEY E HUSKINS 272245101026 as 1850 EAGLE RIDGE DR E209 STEPHEN D KROVITZ 272255101030 1837 EAGLE RIDGE RD STEPHEN E & VICTORIA ORME 272245504305 1830 EAGLE RIDGE DR 3005 STEPHEN G & KAREN A MARGOLIS 272245503016 STEPHEN G & KAREN A MARGOLIS 278200002030 Ea 1900 VICTORIA AVE R THOMAS JOHN TRUST AG VIRNIG 272245402030 ED 1870 EAGLE RIDGE DR 9 TIMOTHY 3 BRAY 272245101056 Go 1860 EAGLE RIDGE DR W304 TINA C MCNAMARA 272245101043 ED 1860 EAGLE RIDGE DR W108 VIRGINIA GARCIA VELEZ 272245101053 cm 1860 EAGLE RIDGE DR W301 VIRGINIA R TSTE STAWARZ 272245503017 exi 272245503030 STEPHEN G & KAREN A MARGOLIS WALLACE 3 TSTE MCCARTHY 272245101036 1860 EAGLE RIDGE DR W101 STEPHEN W TSTE SEIDEL cm272245503031 "'�� WALLACE 3 TSTE MCCARTHY 272255501020 272245504104 1851 EAGLE RIDGE RD Ea 1830 EAGLE RIDGE DR 1004 STEVEN P & ELIZABETH BENGTSON WALLACE J TSTE MCCARTHY 271860001140 1936 CROWN POINT DR TERESSA & BRANDON KADLEC 271860001130 1932 CROWN POINT DR THOMAS & CYNTHIA 3 WEEKS 272245301010 CD 1870 EAGLE RIDGE DR 1 WARREN W & CAROLYN L GERBER 200 272255101050 1843 EAGLE RIDGE RD WAYNE & JANET BELISLE Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scare 1 inch = 440 feet 5/12/2014 Page 102 Page 11 201 202 203 204 272245503037 WILLAMARIE E HOFFMAN 272245504306 1830 EAGLE RIDGE DR 3006 WILLIAM H HOFFMANN 205 206 272245503039 WREN EQUIPMENT LLC 272245504308 1830 EAGLE RIDGE DR 3008 WREN EQUIPMENT LLC 272245101058 272245101038 1860 EAGLE RIDGE DR W306 azi1860 EAGLE RIDGE DR W103 WILLIAM R & CAROL REDDING VALE & JEAN TSTES KANTER 272245503038 WREN EQUIPMENT LLC Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 438 feet 5/12/2014 Page 103 Page 104 t CITY OF MENDOTA HEIGHTS DATE: May 27, 2014 TO: Planning Commission FROM: Nolan Wall, AICP Planner 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www.mendota-heights.com SUBJECT: Planning Case 2014-13 Subdivision Request for a Lot Split, Variance, and Wetlands Permit APPLICANT: Ken and Mary Kay Noack PROPERTY ADDRESS: 677 4th Avenue ZONING/GUIDED: R-1 One Family Residential/LR Low Density Residential ACTION DEADLINE: June 27, 2014 DESCRIPTION OF THE REQUEST The applicant is seeking approval to subdivide the existing parcel at 677 4th Avenue into two parcels and is requesting a variance to allow an over -sized detached garage. In addition, if the request(s) were to be approved, the applicant is also seeking a wetlands permit to construct a dwelling on the new parcel. BACKGROUND The subject parcel is approximately 1.19 acres and contains a single-family dwelling with an attached garage, a 1,064 -square foot detached garage, and an accessory structure. The parcel is zoned R-1 One Family Residential and guided for low density residential development. The applicant is proposing to subdivide the subject parcel to create an additional parcel to construct a single-family dwelling in the future. The subject parcel was formerly two parcels containing two dwellings. The applicant was required to combine the lots in order to demolish the dwelling on the easterly lot, so as not to create a nonconformity with an accessory structure without a principal structure. It is the applicant's desire to maintain the existing detached garage on the subject parcel and demolish the existing accessory structure. The City Council recently amended the Code to allow an additional detached garage for dwellings with an attached garage, based on compliance with certain lot and structure size requirements. The existing detached garage exceeds the allowable size standards and requires a variance to remain on the subject parcel in compliance with the Code if a subdivision is approved. In addition, the subject parcel is within 100 feet of a wetland or water resource -related area. If approvals for the subdivision and variance requests were to be granted, a wetlands permit would be required prior to construction of a new dwelling. As a result, Staff recommended the applicant also include a wetlands permit as part of the application submittal. Page 105 ANALYSIS Lot Split Title 11-3-2 of the Code (Subdivision Ordinance) allows the subdivision of parcels, provided that the resulting lots are compliant with the requirements of the applicable zoning district. According to the survey map included as part of the application submittal, and shown in the table below, both proposed parcels meet the R-1 lot standards. *final front yard setback to be determined and confirmed during the building permit application review **measurements based on proposed 2,750 sq. ft. building pad as shown on the survey map — future dwelling could be located anywhere within the proposed area Title 11-3-2(C) of the Code requires side lot lines to be approximately at right angles to street lines. In order to meet the 100 -foot lot width requirement on the new parcel, and maintain the existing detached garage on the subject parcel, the new lot configuration creates a non -perpendicular side lot line from 4' Avenue abutting both parcels. Side lot lines at right angles with streets lines are desired to maintain appropriate drainage and utility easements and avoid property line disputes. It is Staff's interpretation that the proposed shared side lot line is not compliant with the Code provision. The applicant can seek input from the Planning Commission on alternative lot configurations that do not create noncompliant side lot lines. The following options, among others suggested by the Planning Commission, can be considered: 1. Existing detached garage located on new parcel. It is the applicant's desire to retain the existing detached garage on the subject parcel in order to maintain ownership and use of the structure. However, its existing location on the subject parcel and inability to be relocated are causing the undesirable side lot line in order to meet the 100 -foot lot width requirement. The lots could be reconfigured to reduce the subject parcel to maintain the required size, frontage, and setback requirements for the existing dwelling and attached garage (see Exhibit 1). Title 12 -1D -3(B)(3) requires a principal structure to be constructed prior to an accessory structure. As a result, if this option was pursued, Staff would recommend a condition that requires a building permit to be applied for within one year of an approved subdivision in order to ensure compliance with this provision. 2. Variance from the 100 -foot lot width requirement. Title 11-3-2(D) requires every lot to have the minimum frontage for the appropriate zoning district on a City -approved street other than an alley. As noted above, the R-1 District requires a minimum lot width of 100 feet. In order to avoid the proposed side lot line configuration, the applicant could seek a variance from the lot width requirement. Based on the proposed survey, a revised perpendicular side lot line to maintain the required setbacks for the existing detached garage and proposed building pad would create a lot width of 70.35 feet Standard Subject Parcel New Parcel Lot Area 15,000 sq. ft. (0.34 acres) 36,766 sq. ft. (0.84 acres) 15,055 sq. ft. (0.35 acres) Lot Width 100 ft. 149.27 ft. 100 ft. Front Yard Setback 30 ft. 30 ft. (approx.) 33 ft.* Side Yard Setback 10 ft. (up to 15' depending on structure height) 45 ft. (approx.) 10 ft.** Rear Yard 30 ft. or 20% of the average lot depth (whichever is greater) 70 ft. (approx.) 110 ft. (approx.)** *final front yard setback to be determined and confirmed during the building permit application review **measurements based on proposed 2,750 sq. ft. building pad as shown on the survey map — future dwelling could be located anywhere within the proposed area Title 11-3-2(C) of the Code requires side lot lines to be approximately at right angles to street lines. In order to meet the 100 -foot lot width requirement on the new parcel, and maintain the existing detached garage on the subject parcel, the new lot configuration creates a non -perpendicular side lot line from 4' Avenue abutting both parcels. Side lot lines at right angles with streets lines are desired to maintain appropriate drainage and utility easements and avoid property line disputes. It is Staff's interpretation that the proposed shared side lot line is not compliant with the Code provision. The applicant can seek input from the Planning Commission on alternative lot configurations that do not create noncompliant side lot lines. The following options, among others suggested by the Planning Commission, can be considered: 1. Existing detached garage located on new parcel. It is the applicant's desire to retain the existing detached garage on the subject parcel in order to maintain ownership and use of the structure. However, its existing location on the subject parcel and inability to be relocated are causing the undesirable side lot line in order to meet the 100 -foot lot width requirement. The lots could be reconfigured to reduce the subject parcel to maintain the required size, frontage, and setback requirements for the existing dwelling and attached garage (see Exhibit 1). Title 12 -1D -3(B)(3) requires a principal structure to be constructed prior to an accessory structure. As a result, if this option was pursued, Staff would recommend a condition that requires a building permit to be applied for within one year of an approved subdivision in order to ensure compliance with this provision. 2. Variance from the 100 -foot lot width requirement. Title 11-3-2(D) requires every lot to have the minimum frontage for the appropriate zoning district on a City -approved street other than an alley. As noted above, the R-1 District requires a minimum lot width of 100 feet. In order to avoid the proposed side lot line configuration, the applicant could seek a variance from the lot width requirement. Based on the proposed survey, a revised perpendicular side lot line to maintain the required setbacks for the existing detached garage and proposed building pad would create a lot width of 70.35 feet Page 106 (see Exhibit 2). The neighborhood was originally platted in 1887 and contains numerous lots that are legally nonconforming with the existing 100 -foot width requirement, some as narrow as 60 feet. 3. Develop right-of-way to the north. The subject parcel borders an undeveloped City right-of-way to the north from Vandall Street that could be developed and utilized for access to a new parcel. The subject parcel's lot width bordering the right-of-way is approximately 135 feet, which would meet the R-1 District requirement (see Exhibit 3). The City Council recently denied a request to utilize an existing undeveloped right-of- way for a private driveway to serve a lot which would not have meet the 100 -foot width requirement. In initial discussions regarding subdivision options, Staff discouraged the applicant from pursuing this option and provided preliminary cost information for an improved right-of-way constructed to City standards. Therefore, a developed right-of-way is the only option to create a new lot with appropriate access which meets the frontage requirement. Due to the economic considerations of such an option, the applicant could seek participation from other interested surrounding property owners abutting the right-of-way on a collaborative subdivision plan. The applicant has indicated no interest in demolishing the existing detached garage; therefore it is not included as an option for consideration in this report. Any alternative option pursued by the applicant would require a variance for the existing detached garage to remain on either parcel. Therefore, Staff recommends the applicant revise the proposed subdivision request based on direction from the Planning Commission on the alternatives listed above or others discussed at the meeting. Variance Ordinance 454, passed by the City Council in January 2014, amended the Code to allow for detached and attached private garages for residential properties in compliance with the following size requirements: Lot Size .75 acres or less Permitted Not Allowed Conditional Use Permit 1 Not Allowed >.75 acres — 1.5 acres 750 sq. ft. 1,000 sq. ft. >1.5 acres — 2.5 acres 1,000 sq. ft. 1,200 sq. ft. >2.5 acres 1,500 sq. ft. 1,800 sq. ft. The existing dwelling on the entire 1.19 -acre subject parcel contains an attached garage and 1,064 -square foot detached garage. Currently, the detached garage is a legal nonconforming structure due to the subject parcel being less than 1.5 acres. Title 12 -1D -1(D)(4) of the Code allows normal maintenance of a legal nonconforming structure which does not intensify the nonconformity. However, according to Title 12 -1D - 3(B)(5) of the Code: In the event that any property upon which an accessory structure or structures have been erected shall later be subdivided, then the number and size of accessory structures on the subdivided property shall conform to the requirements of this chapter, and those which do not conform shall be relocated, removed or reconstructed so that they do conform. As a result of the proposed subdivision request, or any subsequent revised request, the existing detached garage requires a variance from the lot size requirement. When considering a variance for the garage to remain on the subject parcel, as in the proposed subdivision request, the City is required to find that: 1. The request is in harmony with the general purposes and intent of the ordinance and comprehensive plan and the applicant proposes to use the property in a reasonable manner. The Code allows for additional detached garages on residential parcels with an attached garage. While over -sized based on the lot size standards, the continued use of the existing detached garage on a residential Page 107 property over 0.75 acres is reasonable and meets the purposes and intent of the Code and Comprehensive Plan. 2. The applicant establishes there are practical difficulties with complying with the ordinance due to circumstances that are unique to the property which are not created by the applicant or based on economic considerations. The Code requires 0.75 acres for a parcel with an attached garage to construct an additional detached garage. On parcels larger than 0.75 acres and less than 1.5 acres, a 1,000 -square foot structure is permitted by conditional use permit. The entire subject parcel is 1.19 acres, which makes the existing 1,084 -square foot detached garage a legal nonconforming structure. As in the proposed subdivision request, and in the alternative options discussed in the report, the parcel maintaining the existing structure would be over 0.75 acres. The existing detached garage pre -dates the current Code requirements and exceeds the applicable structure size requirement based on the proposed lot size(s) by 84 square feet. Applying the structure size standard for an existing detached garage on a newly -created parcel creates a practical difficulty in subdividing the parcel in compliance with the Code. 3. The request will not alter the essential character of the locality. The neighborhood contains a mix of attached and detached garages. However, few parcels containing an attached garage have the required acreage to construct an additional detached garage. As noted, the existing structure pre -dates the Code requirements and has existed in its current location as the neighborhood developed around it. Regardless of any future subdivision, it will not alter the essential character of the neighborhood. Based on Staff's recommendation to revise the proposed subdivision request, the applicant may withdraw the request and resubmit as part of a future subdivision application submittal. Wetlands Permit As noted, if a lot split is approved, the applicant intends to construct a single-family residential dwelling on the new parcel. Title 12-2-6(A) of the Code requires a wetlands permit for the construction, alteration, or removal of any structure within the 100 -foot wetland or water resource -related buffer area. In an effort to avoid another planning application approval process prior to applying for a building permit to construct the dwelling, Staff recommended the applicant seek approval of a wetlands permit in conjunction with the other requests. The purpose of the Wetlands Systems Chapter of the Code is to (Title 12-2-1): 1. Provide for protection, preservation, maintenance, and use wetlands and water resource -related areas; 2. Maintain the natural drainage system; 3. Minimize disturbance which may result from alteration by earthwork, loss of vegetation, loss of wildlife and aquatic organisms as a result of the disturbance of the natural environment or from excessive sedimentation; 4. Provide for protection of potable fresh water supplies; and 5. Ensure safety from floods. The subject parcel is located approximately 60 feet from a wetland and water resource -related area and is separated by 4`b Avenue. The construction of a dwelling on newly -created parcel would have no negative Page 108 impacts on the surrounding wetlands and water resource -related area. Staff would be supportive of a wetlands permit included as part of a revised, approved subdivision request. STAFF RECOMMENDATION Staff recommends denial of the proposed subdivision request and encourages the applicant to pursue other options outlined in this report or suggested by the Planning Commission. In addition, Staff recommends the variance request and wetlands permit application be withdrawn and included as part of a revised subdivision application submittal. If the Planning Commission desires to approve the entire application submittal, as proposed, the following conditions should be included: 1. The existing accessory structure is demolished, as noted on the survey included in the application submittal. 2. Park dedication fee in the amount of $2,700, in lieu of land, is collected after City Council approval and before issuance of any additional permits by the City. 3. Connection charges for sanitary sewer and water main shall be paid prior to issuance of a building permit. 4. The applicant shall dedicate 10 -foot wide drainage and utility easements along the front property lines and 5 -foot wide drainage and utility easements along the side and rear property lines to be denoted on the map submitted to Dakota County. 5. The applicant shall submit grading and utility plans and a dimensioned site plan with associated easements, subject to review and approval by the City Engineering Department as part of any building permit application. 6. Any land disturbance activities must be in compliance with the City's Land Disturbance Guidance document. ACTION REQUESTED Following a public hearing, the Planning Commission may consider the following actions: 1. Recommend denial of the proposed subdivision request based on the attached findings of fact. OR 2. Recommend approval of the proposed subdivision and variance requests and wetlands permit based on the attached findings of fact, with conditions. OR 3. Table the request. MATERIALS INCLUDED FOR REVIEW 1. Aerial site map 2. Applications, including supporting materials 3. Site photos Page 109 FINDINGS OF FACT FOR DENIAL Subdivision Request for Lot Split 677 4t' Avenue The following Findings of Fact are made in denial of the proposed request: 1. The proposed subdivision does not meet the side lot design standards of the Code. 2. The proposed side lot line configuration makes it difficult to accommodate the required drainage and utility easements and may create property boundary disputes in the future. 3. The applicant has other options for subdividing the subject parcel in compliance with the Code. 4. The existing detached garage can be demolished, which eliminates the need for a variance and facilitates a more appropriate subdivision of the subject parcel. Page 110 FINDINGS OF FACT FOR APPROVAL Subdivision Request of a Lot Split, Variance and Wetlands Permit 677 4th Avenue The following Findings of Fact are made in support of approval of the proposed request: 1. The proposed subdivision would create two parcels that are compliant with the R-1 Zoning District lot standards. 2. The proposed side lot line configuration is necessary to comply with the lot width requirements for the new parcel and setback requirements for the existing detached garage to remain on the subject parcel. 3. The existing detached garage is a legal nonconforming structure and pre -dates the recent Code amendment. 4. The proposed subdivision would allow the subject parcel to maintain the ability to contain a 1,000 -square foot detached garage with a conditional use permit. 5. The existing 1,084 -square foot detached garage structure meets the purposes and intent of the Code and Comprehensive Plan and will not alter the essential character of the neighborhood. 6. The construction of a dwelling on the new parcel would have no negative impacts on the surrounding wetland and water resource -related area. Page 111 PLANNING CASE 2014-13 Source: Staff Figure 1: Existing Detached Garage Page 112 EXHIBIT 1 Planning Case 2014-13 677 4th Avenue Date: 5/19/2014 0 70 SCALE IN FEET City of fMendota Heights GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 113 EXHIBIT 2 Planning Case 2014-13 677 4th Avenue Date: 5/19/2014 0 70 SCALE IN FEET 4 City of fll Mendota Heights GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 114 EXHIBIT 3 Planning Case 2014-13 677 4th Avenue Date: 5/19/2014 0 70 SCALE IN FEET City of fMendota Heights 6 1501 cNi woo 1 All Improved ROW to City Standards GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 115 Planning Case 2014-13 677 4th Avenue Date: 5/19/2014 0 70 SCALE IN FEET 4 City of fll Mendota Heights GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. April 21, 2014 To: Mendota Heights Planning Commission and City Council 1101 Victoria Curve Mendota Heights MN 55118 From: Ken Noack, Mary Kay Noack 677 4th Ave Mendota Heights MN 55118 RE: Lot Split and Garage Variance Dear members of the Planning Commission and Council: We are requesting that you allow us to create a buildable lot on our property at 677 4th Ave. (property 1D276970307082) The property is large enough, and previously had a home on the same area as proposed. This is to allow our son and his family to move back to the property he grew up on. Our second request is to grant us a variance to allow the nonconforming detached garage to remain on our property after the lot split. (See attachments) iwIS Sincerely, ts_ceJ. Ken Noack Mary Kay Noack Page 116 1101 Victoria Curve 1 Mendota Heights, MN 55118 651,452.1850 phone 1 651.452.8940 Fax www:mendota-heights:com CITY OF MENDOTA HEIGHTS. APPLICATION FOR CONSIDERATION OF PLANNING REQUEST Office Use Only: Case #: �`' L ' ! ? Application Date: '1 / 1 a( I 4 Staff Initials: Applicable Ordinance#:! Section: Existing, Zoning: ^l Proposed Zoning: $ 4«r -ie.. v4e- I Proposed Use: //Lt.., S t e1 4.de- 1 Fee Paid: `l S`o . a v Existing Use: S F,�(,l►'„.f t Property Address/Street Location: (P 77 6/7'4 r9 -v'4. _ Applicant Name: „, c -- t/ .n y /4 /1,fei/Phone: ((p s/) %S7 Ceirf 0 Applicant E -Mail Address: sild,ge,G ,i0 )da, a ecrei Applicant Mailing Address: (0> "? 7 'L 4444t)67-4- /44'4,747 Property Owner Name: Phone: �7 Property Owner Mailing Address: 517x/4 n Legal Description & PIN of Property: (Complete Legal from Title or Deed must be provided) 4t= -O 4t 2> 6,9-70 '330'7 08"? - Type of Request: ❑ Rezoning ❑ Conditional Use Permit ❑ Conditional Use Permit for PUD -'Variance Alcz,Wetlands Permit ❑ Preliminary/Final Plat Approval ❑ Subdivision Approval ❑ Critical Area Permit ❑ Code Amendment of Split ❑ Other I hereby declare that all statements made in this request and on the additional material are true. I further authorize City Officials and agents to inspect the above property during daylight hours. ❑ Comprehensive Plan Amendment Signature of Applicag Page 117 V^,2/r-/p' Date Signature of Owner ? Date Signature of Owner (if more than one) Planning Application (modified 1/28/2014) Date Page 1 of 1 Page 118 CITY OF MENDDTA HEIGHTS. 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www.mendota-heights:com WETLANDS PERMIT REQUEST Applications will be scheduled for consideration by the Planning Commission and/or City Council only after all required materials have been submitted. Application submittal deadlines are available on the City's website or by contacting the City Planner. Late or incomplete applications will not be put on the agenda. Office Use Only: Case #: Applican Address: 6 - 7 K I`" 14 - APPLICATION REQUIREMENTS: • Dated original of all the materials checked must be submitted by the end of the business day the Monday before the first Tuesday of the month. • If all original materials are 11 x 17 or smaller — only submit originals. • If materials are larger than 11 x 17, please provide 24 copies, folded to 8 1/2 x 11. • Any drawing in color — must submit 24 copies. The following materials must be submitted for the application to be considered complete: ❑ Fee, as included in Fee Schedule (check payable to City of Mendota Heights) NOTE: Planning Application fees do not cover building permit fees, utilities, or other fees which may be required for you to complete your project. Completed Application Form (only original needs to be submitted). Vt Letter of Intent. fr ❑ Full and adequate description of all phases of the operation and/or proposed physical changes. N/ r ❑ Soil survey map of the proposed plat. Topographic map of the area. Contour intervals shall be drawn at two (2) foot intervals. v'i 4- ❑ Detailed site plan of the proposal showing proposed drainage, grading, and landscaping. IJ Site design map showing the location of existing and future man-made features within the N l site. ti/ 14- ❑ Information on existing drainage and vegetation of all land within the site. ❑ Time period for completion of development including timing for staging of development if applicable. 1,-//14- ❑ Design specifications for all sediment and erosion control measures. Wetlands Permit Request (modified 12/6/2013) Page 1 of 1 Page 119 Ctrs,' q'F MENDOTA HEIGHTS 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 65'051.8940' fax www.mendota,heig*Scom VARIANCE CHECKLIST/QUESTIONNAIRE Applications will be scheduled for consideration by the Planning Commission and/or City Council only after all required materials have been submitted. Application submittal deadlines are available on the City's website or by contacting the City Planner. Late or incomplete applications will not be put on the agenda. A variance is a request to vary from the City of Mendota Heights zoning standards. Under Minnesota State Law, variances shall only be permitted when they are in harmony with the general purposes and intent of the zoning code and when consistent with the comprehensive plan. Variances may be granted when the applicant establishes that there are practical difficulties in complying with the zoning standards. "Practical difficulties," in regards to variance requests, has three parts: (1) the proposed use of the property is a reasonable; (2) unique circumstances exist on the property which are not created by the landowner; and (3) the variance, if granted, will not alter the essential character of the neighborhood. Please consider these requirements carefully before requesting a variance. APPLICATION REQUIREMENTS: • Dated original of all the materials checked must be submitted by the end of the business day the Monday before the first Tuesday of the month. • If all original materials are 11 x 17 or smaller — only submit originals. • If materials are larger than 11 x 17, please provide 24 copies, folded to 8 h z x 11. • Any drawing in color — must submit 24 copies. The following materials must be submitted for the application to be considered complete: Ar Fee, as included in Fee Schedule (check payable to City of Mendota Heights) NOTE: Planning Application fees do not cover building permit fees, utilities, or other fees which may be required for you to complete your project. IJ Completed Application Form (only original needs to be submitted). Sketch plan showing all pertinent dimensions, and including the location of any easements having an influence upon the variance request. ilk Letter of Intent. Please complete the attached questions regarding your request. Variance Checklist/Questionnaire (modified 12/6/2013) Page 1 of 3 Please answer the following questions as they relate to the variance request. You may fill in this form or create your own. 1. In your opinion, does the proposal put the property to use in a reasonable manner? II YES ❑ NO Why or why not? This garage has been on this family property and in continuous use since 1962. It is still needed and used for storage of antiques and equipment dating back to the original homestead in 1900. 2. Please describe the circumstances unique to the property (not created by you). This garage was built at 1064 sq. feet out of cement blocks. It can't be moved or down sized to conform with the current City code. 3. In your opinion, will the variance, if granted, fit with the character of the neighborhood? ElYES Li NO Why or why not? This garage has been in the neighborhood before most of the houses have been built. There are other detached garages near by at 665 & 662 4th ave, and a much larger pole barn at 723 3rd ave. This garage is in an older established neighborhood with very low density on 4th ave. (4 homes including ours) The Planning Commission must make an affirmative finding on all of the criteria listed above in order to grant a variance. The applicant for a variance has the burden of proof to show that all of the criteria listed above have been satisfied. Variance Checklist/Questionnaire (modified 12/6/2013) Page 2 of 3 Page 120 Page 121 60 60 cc VANDALL S89•19e13'W 114000 R 149127 N89'18e5VE 134.25 0 A L L E. C 8 N89•22e43'E EXISTING GARAGE 0 h rn .5 24927 29 65 S89"22'43'W 70.35 riSMIlirg Set/AMR—Oho removed SQ.— 1— W S8 2'4 W 50 26 Bolding Setback line 100.00 8 m W 5 Boundary and Location Survey for. KEN NOACK at 677 4th Avenue — Mendota Heights, Minnesota 4TH AVENUE 8 T DUSTING E N 1 10 20 40 60 11 Scale in Feet LEGEND • Iron Monument Found NOTE This survey was prepared without the benefit of a title commitment. All easements of record may not be shown. PROPERTY DESCRIPTION ............... I hereby certify that this survey was prepared by me or under my direction and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 24th day of February, 2014. REHDER & ASSOCIATES, INC. Thomas 3. Adam, Land Surveyor Minnesota License No. 43414 Revised April 9, 2014 Rehder and Associates, Inc. CIVIL ENGINEERS AND LAND SURVEYORS 3440 Federal Drive • Suite 110 • Eagan, Minnesota • Phone (651) 452-5051 JOB: 144-2727.010 Page 122 Affidavit of Publication State of Minnesota SS County of Dakota ANNE THILLEN , being duly sworn, on oath, says that he/she is the publisher or authorized agent and employee of the publisher of the newspaper known as SOUTH-WEST REVIEW , and has full knowledge of the facts which are stated below: (A) The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printedNOTICE OF HEARING which is attached was cut from the columns of said newspaper, and was printed and published once each week, for 1 successive weeks; it was first published on SUNDAY , the 11TH day of MAY , 2014 , and was thereafter printed and published on every to and including , the day of 20 ; and printed below is a copy of the lower case alphabet from A to Z, both inclusive, which is hereby acknowledged as being the size and kind of type used in the composition and publication of the notice: 'ABCDEFGHIJKLMNOPQRSTUVWXYZ *ABCDEFGHIJKLMNOPQRSTUVWXYZ *abcdefghijklmnopq rstuwvxyz Subscribed and sworn to before me on this 12TH day of MAY , 20,E i BY: l/1/14/14t m TITLE LEGAL COORDINATOR Notary Public *Alphabet should be in the same size and kind of type as the notice. TONYA R. WHITEHEAD Notary Public -Minnesota My Commission Expires Jan 31, 2015 (1) Lowest classified rate paid by RATE INFORMATION commercial users for comparable space $25.00 per col. inch (2) Maximum rate allowed by law for the above matter $25.00 per col. inch (3) Rate actually charged for the above matter $ per col. inch 1/14 Page 123 CITY; OF MENDOTA HEIGHTS NOTICE OF HEARING •A PUBLIC NEARING ON'A REQUEST FORA LOT SPLIT, • VARIANCE,;AND WETLANDS'PERMIT„ TO WHOM IT'MAYCONCE•RN: NOTICE Is hereby given _that the Planning Commission of Mendota Heights will meet at 7:00 P.M., or as soon. as possible thereafter, on . Tuesday,, May 27, .2014'in. the ",City;; ` Hall .;Council _Chambers,. 1101' Victoria Curve, Mendota Heights,'• Minnesota, , to conaider an application from Ken and Mar' Kay. Noack`for a'lot split, variance,' and, wetlands permit to ,create,--a., new single -family residential lot and allow an existing, oversized 'detached' garage to rernam, on,:;the parent parcel at 677. 4th Avenue. This request has been assigned Planning`' I-Case number 2014-13.- • ` This notice la'pursuant;:to Title 11 (Subdivision), Chapter•2 and Title 12 (Zoning), •Chapter. 1 of the Mendota Heights City Code.•Such'persons as desire'to,be heard with'reference to ,this:.r4equest will be heard at:'this;_ I meeting. Lorri Smlth City Clerk (South-West Review May11 2014) Planning Case 2014-13 Public Hearing Notice Mailing List 276970304081 O 1502 VANDALL ST AGNES C TSTE MCCLUNEY a 271470000121 689 WENTWORTH AVE W 101 ALLEN & JUDITH WERTHAUSER 277120000040 al 1509 DODD RD DEAN S & BARBARA VERDOES co 271470000221 683 WENTWORTH AVE W W2 ELIZABETH H GUTHMANN 277120000090 277120000080 • 1500 SOMERSET CT ea 1490 SOMERSET CT ANDREW W & NANCY W LYNN ERIC C & LAURIE LYNN TOSTRUD a 0 Q Q a 276970304020 678 3RD AVE 5 ANTON A BRUCKMUELLER 271470000091 1585 DODD RD 303 ARLENE W SONDAY 271470000061 1585 DODD RD 203 BROOKE D TSTE MORDY 271470000111 1575 DODD RD E2 BRUCE G TSTE ODLAUG 276970304040 666 3RD AVE CYRIL J B KOBBERMANN 0 co 0 277120000120 1485 SOMERSET CT FRANCIS & HELGA E PARNELL 271470000201 689 WENTWORTH AVE W 303 GAYLORD & RUTH TRST GLARNER 277120000110 1495 SOMERSET CT GEORGE H & MARCELLA KEYS 271470000211 695 WENTWORTH AVE WW1 HURON & LETICIA M SMITH 271470000161 689 WENTWORTH AVE W 202 JANET M KING 277120000100 277120000070 0 1505 SOMERSET CT in 1480 SOMERSET CT DANIEL M & ELISHA G LOPEZ JAY & MARILYN BREMER 277120000130 1475 SOMERSET CT DAVID W & PENNY L SCHILLING 0 275190001030 1527 VANDALL ST JEFF L & GAYLE E CLOSMORE Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. Thfs is not a legal document- and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 305 feet 5/7/2014 Page 124 Page 125 Page 2 271470000151 7 689 WENTWORTH AVE W 201 JOHN F ]R & SHARON A DIEDRICH 22 23 24 26 27 28 29 30 271470000181 689 WENTWORTH AVE W 301 JOHN J & DELORES J WOOD 276970104023 662 4TH AVE JOSEPH M ISAAC 276970104025 JOSEPH M ISAAC 276970307082 677 4TH AVE KENNETH J & MARY KAY NOACK 275190001010 1515 VANDALL LOUIS 5 & MARGARET P LIZARRAGA 271470000171 689 WENTWORTH AVE W 203 MARK A GIORGINI REVOCABLE TRUST 5/26/9 ED 271470000021 ED 1585 DODD RD 102 NANCY T TSTE FIELD 271470000191 689 WENTWORTH AVE W 302 NANCY ]ARDINE 276970305080 0 1501 VANDALL ST OLIVER B & CAROL J HANSON 271470000041 ED 1585 DODD RD 201 PATRICIA A TSTE TINUCCI 0 276970103070 665 4TH AVE PAUL J STANTON 276970306101 PAUL ]STANTON 271470000071 1585 DODD RD 301 RAYMOND A & MARY LOU MCLEVISH 271470000101 271470000011 1595 DODD RD E1 co 1585 DODD RD 101 MARY H COMERS RICHARD A JAMIESON 276970104030 1565 DODD RD MARY L OFLAHERTY irn 276970305100 rdra ROBERT & KATHLEEN BONINE 276970305060 276970305050 684 3RD AVE 688 3RD AVE MY THREE SONS LLC ROBERT & KATHLEEN BONINE Disclaimer. Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a Map Scale legal document and should not be substituted for a title search,appraisal, survey, or for zoning 1 inch = 305 feet : F.��f..... fl -1 .. a" ... 4.. I 1 ,tA :.. 1.1.:.- .f—a. Page 3 0 276970307041 1516 VANDALL ST ROBERT D BRADT 277120000010 CD 661 4TH AVE THOMAS G & JUDITH STANTON 271470000081 271470000131 1585 DODD RD 302 CI 689 WENTWORTH AVE W 102 ROBERT F & KAREN K GARLAND TIMOTHY R MCLEVISH 275190001020 271470000141 1521 VANDALL ST 0 589 WENTWORTH AVE W 103 ROBERT K GUENTHER TIMOTHY R MCLEVISH 271470000051 276970104024 1585 DODD RD 202 0 1549 DODD RD ROBERT L & MARY H TEMPLE TODD J ADRIAN 271470000031 277120000030 1585 DODD RD 103 co 1521 DODD RD RONALD P & HELEN J LIFSON WILLIAM D & MICHELLE NIELSEN 277120000020 1533 DODD RD STEVEN J & KARLA J GOTHAM Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 304 feet 5/7/2014 Page 126 Page 127 5 Stantec Item No. 2014-14 MEMORANDUM Date: May 27, 2014 To: Mendota Heights Planning Commission From: Phil Carlson, AICP, Consulting Planner RE: Planning Case 2014-14: Bader PUD, Concept Review Action Deadline: None (Preapplication conference) BACKGROUND Mike & Michelle Bader own approximately 12.5 acres of land on the east side of Mendota Heights on Delaware Avenue, just south of Wentworth Avenue. The property consists of their home on a 10 -acre parcel fronting Delaware Avenue, plus an adjacent 2.5 -acre lot that fronts Foxwood Lane. They are requesting review of a Concept Plan for a Planned Unit Development to subdivide the property into five or six lots: four or five new single family home lots, plus their existing home on a modified lot. All would be served with public infrastructure. The property is guided Rural Residential and zoned R -1A One Family Residential. Single family homes are permitted on lots with minimum width of 125 feet and a minimum 30,000 square feet lot area. The purpose of a Concept Review is for the prospective developer to gather information and comments on their proposal to help determine the viability of a proposed development. The Baders have requested a PUD concept review, but the City Code does not appear to allow a project like theirs to qualify as a PUD. The PUD section of the Code includes the following: 1) 12-1K-2 A.1: A PUD is defined as a project where some use would not otherwise be permitted in the zoning district — not the case here. 2) 12-1K-2 A.2: Defines a PUD as located in a residential district and the housing is proposed to be clustered — not the case here. Design with community in mind Page 128 May 27, 2014 Mendota Heights Planning Commission Page 2 of 6 Reference: 2014-14 3) 12-1K-3: PUDs are defined with four designations only, two of which are residential: High Density and Medium Density — neither is the case here. 4) 12-1K-5 B.1: This section refers to HR -PUD and MR -PUD, not low density like the R-1 or R - 1A districts. From the above, it appears the Bader project does not qualify under the Code to be processed as a PUD; the City Attorney concurs with this opinion. The appropriate avenue to pursue development here would be a standard plat, which could be applied for. Review and comment on the current project therefore will focus on the design issues and not on a PUD. HISTORY There is a long and interesting history to the development of this part of Mendota Heights and a number of proposals have been made over the years to further subdivide the property. Others are more familiar with the history and specific issues that have been discussed, including private covenants, preservation of trees, extension of utilities to serve the property, County permission to access to Delaware Avenue with a new driveway or street, etc. Our review here is only on the design concepts for this initial PUD review. KEY SITE FEATURES There are several key site features which affect almost any concept for subdividing the property: 1) Foxwood Lane is a cul-de-sac within a 50 -foot -wide public right-of-way, although the street itself is a private drive, per previous approvals. The width of the right-of-way is less than the City standard of 60 feet. Maximum length of a cul-de-sac allowed by the City's Subdivision Code is 500 feet. 2) There are slopes on the site of 20% and greater. 3) There is a small wetland in the middle of the property, due west of the Bader home, and larger wetlands on the far west edge of the property. 4) The site is heavily wooded. Exhibit 1 (attached) is labelled "Existing Conditions" but there is no mention of wooded areas or a tree survey. Design with community in mind Page 129 May 27, 2014 Mendota Heights Planning Commission Page 3 of 6 Reference: 2014-14 5) In addition to the Bader home, there are three other homes in close proximity to the subject property: Aune/Miller, Gray, and Chadima, all noted on Exhibit 1. All three appear to be about 20 feet or less from the Bader property line. PROPOSED CONCEPTS The Baders submitted two concepts for the design of the PUD, attached as Exhibits 7 and 8: 1) Exhibit 7 is the "Thru-Street Option", which extends a new public street off of Delaware Avenue east -west along the southern property line meeting a new north -south street which is an extension of Foxwood Lane. a. The plan notes the need for a retaining wall or grading easement on the adjacent property to the south in order to build the new east -west segment of street. b. The plan notes a retaining wall next to the small wetland to accommodate the new north -south street. c. Five new lots are created, all of which meet the R -1A minimum size and width standards. d. The Baders' existing driveway would be rerouted to connect with the new street, eliminating its direct access to Delaware Avenue. e. Five new lots are shown, all meeting R -1A minimum dimensions, plus a modified lot for the Bader home, which would take access off the new street instead of Delaware Avenue. 2) Exhibit 8 is the "Four Lot Option", which extends Foxwood Lane south into a longer cul- de-sac, for a total length of about 800 feet. a. The plan places the small wetland inside the bulb end of the new cul-de-sac. b. Four now lots are shown, plus a modified lot for the Bader home. DESIGN PRINCIPLES In order to design a reasonable subdivision of the property, staff recommends the following design principles be followed: 1) Design a new street compliant with City construction standards, not a long cul-de-sac. Design with community in mind May 27, 2014 Mendota Heights Planning Commission Page 4 of 6 Reference: 2014-14 2) Keep all grading on the subject property. On the south side of the property, this means widening the street ROW further north where needed, while still maintaining a reasonable front setback to the existing Bader home. 3) Provide an access stub to the property to the south for potential future development. This access should be located about at the center of the south property line where the grades are less steep, south of the small wetland. 4) Respect at least a 40 -foot setback from any new street ROW to the existing homes: Bader and Gray. 5) Respect as much as practical the existing trees on the property. Without a tree survey it is difficult to know exactly how this might best be accomplished. Taken together, these principles would suggest a concept plan that might look like the graphic below. ENTWORTH AVE. (Co. RD. 8) ETTIONS EXIDNIC West nu LurzfDwn�e R+.� •.F+�. Setback from existihj; hom Connect _ with Foxwood -- - Exisi House (Auwe/M,r r, RESIDENCE) Lane II II I 1 11-14,K.L. Rts.cnn,.r( IL_ .011CKS New Lot R v e,r Slope/grading Avoid wetland New Lot r�7tILDV /I/ iliZitxnuYe RE517NCe7 Reroute driveway Design Principles FIL I �I Setback from existing home Design with community in mind New Lot Close driveway Ex Hnust access New Lot Future street® 6'ian ly «eW access stub j Slope/grading PUWIcst x Page 130 Page 131 May 27, 2014 Mendota Heights Planning Commission Page 5 of 6 Reference: 2014-14 ENGINEERING & PUBLIC WORKS COMMENTS Upon reviewing the concept plans for the development, Engineering and Public Works Staff have come up with the following requirements for public infrastructure development: 1. 60 -foot Right -of -Way 2. 7 -ton street design 3. 26-33 foot street width (on street parking to determine width) 4. Street grade no greater than 6% 5. Right angle intersections (can vary up to +/- 10 degrees) 6. Minimum 50 -foot radius on curves 7. B618 curb & gutter 8. Catch Basins with storm sewer 9. Storm water treatment prior to discharge to surface water body 10. 8 -inch Ductile Iron Pipe watermain with fire hydrants, stubbed to each parcel 11. 6 -inch PVC sanitary sewer main stubbed to each parcel and capable of being connected to future Wentworth Avenue sanitary sewer main 12. 5 -foot drainage and utility easement on all property lines abutting private property 13. 10 -foot drainage and utility easements on all property lines abutting right-of-way 14. Compliance with all applicable erosion and sediment control ordinances, statutes, regulations, and rules 15. Subdivision stormwater model (post development discharge rate cannot exceed the existing condition discharge rate over development area 16. Wetland delineation 17. Septic certification (if septic systems are desired) stating new systems meet all State and County requirements 18. Grading activity can only be conducted on slopes less than 25% 19. Any permanent or temporary easements necessary for public infrastructure development (road, utility, drainage, construction, grading, etc.) are to be obtained from adjoining property owners by the developer. Design with community in mind Page 132 c‘ May 27, 2014 Mendota Heights Planning Commission Page 6 of 6 Reference: 2014-14 Other requirements may present themselves as the project progresses, and the above list is not to be considered all-inclusive. It is intended to provide the developer with a summary of requirements to assist them in their design plan development. REQUESTED ACTION Review and comment by the Planning Commission on the proposed PUD concept. MATERIALS INCLUDED FOR REVIEW The following exhibits are attached for your review: 1. Existing Conditions 2. Declaration of Operating Agreements 3. Letter from Hardrives, Inc., November 4, 2013 4. Mendota Heights City Council minutes (excerpt), March 2, 1993 5. Mendota Heights Planning Commission minutes (excerpt), December 22, 1992 6. Site Development Plan & Preliminary Plat (previous) 7. Thru Street Option 8. Four Lot Option Design with community in mind Page 133 Planning Case 2014-14 Bader Concept PUD Plan Date: 5/21/2014 I1 0 375 SCALE IN FEET City of Mendota Heights - i i Irl i i I / Y *4iL I !66F�c\ \ f Io i �� I ' Ii. r )n lr 'W i `\ - t i i r_-�- - r i '4 I IIQ ; i ! i i i - - -- i'- . I i 13I j *- I . l� . i I I I MAfREAVE W ;•• r GIS Map Disclaimer: This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat, survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information contained in this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errors or omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 134 1101 Victoria Curve 1 Mendota Heights, MN 55118 ...151.452.1850 phone 1 651.452,8940 fax viv.P.v.mencioteights.corn CITY OF MENDOTA, HEIGHTS APPLICATION FOR CONSIDERATION OF PLANNING REQUEST Property Address/Street Location: 1673 Delaware Avenue and Lot 3 Foxwood (no address) Applicant Name: Mike & Michelle Bader Phone: 612-865-1845 Applicant E -Mail Address: bader©kkblawfirm.com, mkb1673@yahoo.com, shoey@kkblawfirm.com Applicant Mailing Address: 1673 Delaware Ave., Mendota Heights, MN 55118 Property Owner Name: Same as Applicant Phone: Property Owner Mailing Address: Suite 1500 US Bank, 101 East Fifth Street, St. Paul, MN 55101 Legal Description & PIN of Property: (Complete Legal from Title or Deed must be provided) See Attached Type of Request: 0 Rezoning 0 Variance 0 Subdivision Approval 0 Conditional Use Permit Wetlands Permit 0 Critical Area Permit 0 Code Amendment 0 Lot Split 0 Conditional Use Permit for PUD 0 Preliminary/Final Plat Approval 0 Comprehensive Plan Amendment IM Other Concept Plan PUD I hereby declare that all statements made in this request and on the additional material are true. I further authorize City Officials and agents to ins ect bove property during daylight hours. Signature of Applicant Sign ure .fOwn 11 i( of Owner Date / Date ..tr ore than one) 6/07 Dat Planning Application (modified 1/28/2014) Page 1 of 1 MICHAEL M. BADER MICHELLE K. BADER 1673 DELAWARE AVENUE MENDOTA HEIGHTS, MN 55118 (612) 865-1845 May 5, 2014 E-MAIL ONLY Mr. Nolan Wall City Planner City of Mendota Heights 1101 Victoria Curve Mendota Heights, MN 55118 RE: Application for a Concept PUD Dear Nolan: Thanks for your time at our meeting today. Per our discussions, I enclose our submissions to the City and exhibits with the exception of the maps (Exhibits 1, 7 and 8). Thanks again. Very truly yours, Mike and Michelle Bader Enclosures Page 135 Page 136 MICHAEL M. BADER MICHELLE K.BADER 1673 DELAWARE AVENUE MENDOTAHEIGHTS, MN 55118 (612) 865-1845 May 5, 2014 TO: The Mendota Heights City Council, Planning Commission and Staff Pursuant to Title 12, Article K of the City Code and the City's requirements for a Planned Unit Development, the following is submitted pursuant to 12-1 K-6, Introduction History Michelle and Mike Bader have resided in Mendota Heights for 25 years. Since 1998 our home has been 1673 Delaware where we raised our four children. Our children are now in their mid to late twenties and have, for the most part, left us. We have had considerable interest by other young families in purchasing our home and we are excited about downsizing and building a new, smaller home, on less than the 10 acres here at 1673 Delaware. The prospective buyers of our existing home are uniformly uninterested in maintaining 10 acres and prefer a 31/2 acre site encompassing our home and yard. In 2003 we purchased Lot 3 Foxwood with the expectation that we could gain access for the lots in our western property from Wentworth. Our subdivision plan was denied in the spring of 2003. At that time, the city required a variance because the proposed cul-de-sac exceeded 500 feet. Subsequently, a new city attorney agreed that requiring this variance would constitute spot zoning and agreed that a variance is not required for a cul-de-sac in excess of 500 feet. In 2010, we were told by city staff that to access our property from a cul-de-sac from Wentworth over the Foxwood right of way, would require a variance because the Foxwood right of way was approved - without a variance - for a fifty foot right of way and the city code requires 60 feet. We applied for a variance in 2010 without submitting a development plan and our application was denied. We were encouraged by two Council members to consider a planned unit development. So, we are pleased to submit our concept plan for a planned unit development„ It is our belief that this plan will allow for the infill of upper -end homes similar to those in Hidden Creek. Our plan is in keeping with similar surrounding home sites. Also, widening Foxwood and eliminating the private road on a public right of way, will enhance the value of our Foxwood neighbors as it will allow for a safe road, street parking, curbside trash removal, mail and newspaper delivery Finally, the proposed plan increases the size of Lot 2 Foxwood and saves the owners of Lots 1 and 2 more than $10,000 00 for pending street maintenance FOXWOOD Foxwood is a three -lot subdivision on 10 acres in Mendota Heights. Lot 1 is owned by Lon and Jennifer Lutz; Lot 2 by Tim Aune and Anne Miller; and Lot 3 by Mike and Michelle Bader. Lots 1 and 2 are improved with residences. Lot 3 is vacant.. Foxwood Lane serves as access for the three lots„ The Foxwood pavement is 20' wide and approximately 480 foot long with a cul de sac.. Ex 1 The Baders reside on a 10 -acre lot that abuts their Lot 3 to the south. Access to our home is from Delaware. Our home/yard occupies approximately 3 1/2 acres of our 10 acre parcel.. The western 7 acres is densely wooded. Ex. 1. Foxwood Lane is unique because it is a private road on a public right of way, perhaps the only one of its kind in the state.1 Because Foxwood is a private road, the Foxwood owners split the cost of road construction and maintenance, pursuant to the Operating Agreement. Ex. 2, p. 3 ¶3.2. The owners' right to construct and maintain Foxwood as a private road is explicitly conditioned on the City's permission to do so: Maintenance of Common Area. To the extent permitted by the City of Mendota Heights, the Road Area shall be maintained by the Committee in good, safe and usable condition„ Id, p. 3, ¶ 3.2. 11n VanLANDSCHOOT V. City of Mendota Heights 336 N W 2d 503 (1983), the City of Mendota Heights successfully argued to the Supreme Court that the denial of a variance for a private road over a public right of way was warranted for concerns over the City's tort liability, maintenance and snow removal. The Supreme Court stated: From the evidence, the council could have rationally found the request to build a private driveway over a portion of the public right-of-way .would have made problems in connection with snowplowing and removal; and was fraught with problems of tort liability claims and maintenance, and therefore would raise safety and traffic condition problems. I d at p. 508-9. Page 137 Page 138 The Operating Agreement can only be amended by the unanimous consent of all three owners. I d., p. 9, 76.9. Regrettably, as the stewards of Foxwood, we have failed to construct and maintain Foxwood Lane road as required by the city code, the city council's conditions for approving the Foxwood Subdivision application, and our own Operating Agreements, specifically: SAFETY: The slope from Foxwood to its terminus with Wentworth exceeds 6%, as does the slope of the driveways to Lot 3 and Lot 2, Ex,. 3. This exceeds the slope requirement of City Code which is 6% (Chapter 11-3-3 §B.3.a.). All lot owners agreed that the slope to Wentworth was dangerous but a majority of the owners rejected a bid to soften the slope for $8,000.00 Ultimately, a lengthy and expensive arbitration occurred last November and ruled that the slope to Wentworth be corrected. According to Tim Aune, the slope to his house and the access to Lot 3 cannot be reduced because there isn't enough room, apparently without putting in retaining walls. After a spring snowfall in 2013 while inspecting Foxwood for potholes, I was unable to pass 3-4 cars parked on Foxwood in the cul-de-sac without driving (in my four wheel drive SUV) over the snow covered median. This past winter I have made numerous trips through Foxwood to observe the plowing. I never detected any salt/sand application and the two slopes remained ice/snow packed for most of the winter. On a Friday evening several days after a recent snowfall, I encountered a Lincoln Town Car stuck on the slope up from Lot 2 No salt/sand was applied on Foxwood. It has been my observation that the equipment used by our plowing company is not heavy enough to clear the snow down to the pavement and with this winter's snowfall the plow was unable to clear the snow the entire width of Foxwood due to the high snow banks. When cars were parked on Foxwood this winter, emergency vehicles could not access Lots 2 and 3. PARKING Because Foxwood is only 20 feet wide, parking is prohibited by both the city and the Operating Agreement2 2 On December 22, 1992, the Mendota Heights Planning Commission recommended approval of the Foxwood Plat (then known as Somerset Place) upon the following conditions: Page 139 Parking was supposed to be limited to parking pads shown on Ex.. 6.. We did not install the pads when Foxwood was originally paved and have yet to find a solution for parking. If the pads are installed as indicated on Ex. 6, they will not be convenient to Lot 1 as they will require a lengthy walk up the hill. Parking on Wentworth is challenging and potentially dangerous.. That is why when Lisa Gray had a remodeler's showcase tour at her home last fall, we allowed her to have her guests park on Foxwood. The problem is Foxwood is not wide enough to allow for parking and emergency vehicles to pass. Also, it became apparent this winter that our snow plow contractor's equipment is not as heavy as the City's and cannot remove all the ice/snow from the pavement.. Nor, does our contractor salt/sand Foxwood As a result, Foxwood was ice/snow packed the entire winter.. It also becomes narrower as the light equipment cannot get the snow over the mounds of snow.. As a consequence of the steep slopes, snow -packed road, inability to plow curb to curb, and Foxwood parking, emergency vehicles would not be able to access Lots 2 and 3 in the winter. That the access roadway be twenty-four feet (24') wide and the driveways be twenty feet (20') wide. 3. That the following be included within covenants to be filed with the Plat. a.. That the City be able to enforce snow removal from the full twenty-four foot (24') width of the access road That the driveway access road be designated a fire access lane and "no parking" be enforced. Ex., 4. At the March 2, 1993 Mendota Heights City Council meeting, the Foxwood preliminary plat was approved "subject to the conditions recommended by the Planning Commission." Ex.. 5 The Operating Agreement (Ex 2) recognizes the City Council's prohibition of no street parking on Foxwood Lane.. The Operating Agreement states 6.15 Rules Regarding Use of Road Area.. To the extent the City of Mendota Heights permits the Declarant to control the Road Area, the parties hereto agree that the road area should be used solely: A. For vehicle access from the dedicated public roads adjacent to the Property to the driveways and roadways from time to time existing upon the Property.. It is anticipated that the road on the Road Area shall be constructed upon the Property materially as shown on plans and specifications approved in writing by Declarants and on file with Page 140 Architectural Form (the "Road Plan"). Map attached to Ex,. 1. For the parking of automobiles upon the parking areas designated on the plat of Foxwood, as existing on the date thereof.. UTILITIES: Water service for Lot 3 and the large parcels south of Foxwood is also a concern. City water is supplied by the St. Paul Water Department. I have been speaking, meeting and corresponding with them since June 4, 2013.. Suffice to say, they are perplexed by the status of Foxwood as a private road on a public right of way. The Foxwood plat has a utilities easement under Foxwood and across the eastern portion of Lot 3 to our 10 -acre parcel. The last word I heard from St. Paul Water is that they would not construct an 8" main from Wentworth south on Foxwood to our back acreage because it is not a "public road." Therefore, water service to our Lot 3, and back 7 acres, as well as the other large lots south of us can only be accomplished by 1 1/2 inch linesThe problem with the small lines are numerous and include: 1) they would not accommodate fire hydrants as recommended by the fire chief back in 2003; 2) they are more susceptible to failure/reduced pressure; 3) they would not allow for a loop with Marie/Ridgewood; and 4) four small lines would not allow water access to the lots south of us when those neighbors decide to develop. The owners of Lots 2 and 3 are understandably concerned about applying a wear course at a cost of some $10,000 for each of the three lot owners (without allowance for parking pads). It is felt that a 24' to 27' road to access our property would benefit all owners. Parking on one side of the road would be allowed (like the Glen Toro PUD).. The City's larger snow removal equipment would make the road safer. Michelle and I would pay for the cost of bringing the new Foxwood Lane to city standards saving the Lot 1 and 2 owners thousands of dollars. Utilities would allow for fire hydrants nearer the homes on Lots 2 and 3 and would serve the large parcels south of our property (the Kolars and Obers) Alternatives Over the past 11 years, we have looked at access to our west acreage from every direction.. The Obers and Kolars are, they tell us, not interested in developing their western acreage for years. The Obers own the Outlot at the north end of Ridgewood.. The Kolars and Obers can access their rear lots for development when and if they decide to do so. In 2003, and again in 2010, I met with Dakota County inquiring about a cul-de- sac from Delaware down our south property line (with the Kolars).. The county was not receptive to a Delaware cul-de-sac. They noted the number of driveways on Delaware Page 141 and the fact that Delaware had roughly twice the traffic volume as Wentworth. The county was not particularly receptive to a Wentworth cul-de-sac either, but agreed it was much more preferable than Delaware due to less traffic and no driveways to the north of Wentworth (Somerset Golf Course). The county did express a preference for a "loop road" connecting Wentworth to Delaware„ Ex. 7, The problem with this is first the cost was estimated at more than $500,000, thus requiring more lots. This connected road was also unanimously panned by all our neighbors.. As for specific questions outlined in 12-1 K-6: 2.. A concept plan must include both maps and a written statement, and must show enough of the area surrounding the proposed planned unit development to demonstrate the relationship of the planned unit development to adjoining uses, both existing and proposed„ The maps which are part of the concept plan may be in general schematic form, and must contain the following information: a.. The existing topographic character of the land.. See attached plan (Exhibit 1). b. Existing and proposed land uses and the approximate location of buildings, utilities and unique development features of the site See attached plan (Exhibit 1, existing & Exhibit 8, proposed). In regard to proposed utilities serving the proposed 4 -lot area of this PUD we provide the following: Sanitary sewer, if it is ever extended to this area, it has to come from Ridgewood Drive (due to grades and sewer depth). To serve this PUD, including the two existing homes in Foxwood on Lots 1 and 2, the main would have to extend from the south only to a point near the southeast corner of Lot 1. It would not be built in the existing 50 foot R/W area of Foxwood Lane. It would all be constructed within right-of-way in this PUD that would meet the minimum 60 foot width,. Storm sewer, if any, would start south of the 50 foot wide RM/ area.. The 50 foot wide area on the north of Foxwood Lane would surface -drain in the street section, from Wentworth south to where the storm sewer would begin. The only city utility in the 50 foot wide existing right-of-way would be watermain, which could easily be accommodated in that area.. Page 142 The small utilities — gas, electric, cable and telephone — would be anticipated in the 10 -foot boulevard on either side of the pavement or, if any design problem is found with that area, these could be extended from Delaware Avenue, through the Bader homestead portion of the PUD.. c. The location of major thoroughfares. See attached plan (Exhibit 1). Public uses, including schools, parks, playgrounds, and other open spaces. There are no known public areas within the entire "Super Block".. The proposed lots are larger than required by zoning and provide considerable open space. Care will be taken -with the assistance of Dodge Nature staff to avoid or relocate nesting wildlife. It is not anticipated that any wetlands will be disturbed.. In fact, it is the Baders' intention to increase the depth and size of the small pond in the center of the proposed cul-de-sac It also bears remembering that back in 2003 the Baders hired a civil engineer to compare the percentage of wetlands between our proposed development (12 31 acres) and the Foxwood development (9 21 acres). Our larger of the two plots has 7.8% of the property in wetland as compared to Foxwood, where 17.9% of the land was wetland. In fact Lot 1 Foxwood was so impacted by wetlands that a dramatic front -yard setback variance had to be granted (a 30 foot variance was granted such that the house on Lot 1 could have been build 10 feet from the street right of way instead of the required 40 feet.. The house was built at a 20 foot setback). The approval of the Foxwood development in 1993, allowing the creation of Lot 1 containing the large wetland, not only required the significant front - yard setback variance but it also required the Foxwood Lane right-of- way to be narrowed from the required 60 foot width to 50 feet. No variances would be required for any of the proposed homesites in our PUD submittal.. 3. A written statement shall accompany the concept plan, which must contain the following information:: a. An explanation of the character of the planned unit development and the manner in which it is consistent with and has been planned to comply with the planned unit development provisions contained in this article. Page 143 The proposed planned unit development encompasses the Baders' 10 acres and the Baders' Lot 3 (21/2 acres). The proposed lot sizes are larger than some immediate neighbors (Joyce, 1 acre Gray, 2 acres) and similar in size to the lot sizes in Hidden Creek, the last development in the "Super Block There have been 53 lots platted between the 6 platted subdivisions in the "Super Block" in recent history (Foxwood, Breckenridge Estates, Hidden Creek Estates, Willow Spring, Pine Creek and Wallner-Joyce). The lot sizes in those plats range from 0.56 to 4.08 Acres. The average lot size for those platted subdivisions is 1.11 acres In Foxwood the average lot size is 2.25 acres, ranging from 2.00 to 2 4 acres. Here are the proposed lot sizes in this proposed PUD:: • In the four -lot subdivision area — lot sizes from 1.43 acres to 2.14 acres for an average lot size of 1 „895 acres. • In the entire PUD area (including the current Bader home and its final proposed lot) the average lot size would be 2.314 acres.. This average lot size is slightly larger than the average size in Foxwood.. A statement of proposed financing From our savings, or, if necessary, a loan on Lot 3. A bid from Arndt Construction was received for $180,000..00 for road construction.. It is anticipated that all the costs would approach $250,000..00. Also, several home builders have expressed interest in a joint venture. If need be, I could obtain a loan on Lot 3, which is unencumbered, or a second mortgage on our home which has considerable equity c. A statement of the present ownership and ail existing or contingent interests in all of the land included within the planned unit development. We, the Baders, own Lot 3 Foxwood and the 10 acres south of Lot 3, Foxwood as joint tenants. As noted, Foxwood is a private road on a public right of way, which is subject to the city's approval to continue as a private road. A general indication of the expected schedule of development including progressive phasing and time schedules which shall not Page 144 exceed five (5) years from the date of approval of the final development plan for the planned unit development to the completion of all construction. It is anticipated that the Baders would start road construction soon after approval of the PUD. The Baders plan to build their home in step with a local builder who will build on the other lots.. In speaking with the prospective builders, it appears there is a strong demand for home sites in Mendota Heights.. We will work with the builders to coordinate construction of all home sites to minimize disruption. Certainly, all construction would be completed in 5 years. e. The character and approximate density of dwelling units. g In terms of character, the homes will be estate -type single family homes similar to the homes in Hidden Creek.. In terms of density, Mendota Heights' latest comp plan regarding this Rural Residential area recommends density of 1.1 UNITS PER ACRE (equates to a parcel size about 40,000 sq. ft..).. The proposed PUD with 4 lots off of Foxwood has a density of 0.47 units per acre — in the 4 -lot area.. Less than half of the recommended density. When you add in the Bader homestead parcel — which will be included in the PUD because it is being divided — the density would be 0.4 units/acre (about one-third of the recommended density in the comp plan). For the same neighborhood let's look at Zoning and parcel size This area is zoned R -1A - minimum parcel size 30,000 sq.. ft.. This proposed PUD would have an average parcel size of 84,100 sq.. ft.. or 1.9 acres (in just the 4 -lot area) and 100,777 sq.. ft.. or 2.3 acres in the overall PUD proposed. (3.4 times larger than the minimum required).. Estimated industrial or commercial acreage and projected employment.. N/A.. Estimated square footage of any commercial development N/A.. h.. Estimated amount of open space and a computation showing the percent of impervious surface in the project area.. The proposed PUD would have about a 10..4 % impervious surface coverage. Page 145 Of the original 12.5 acres, following development of the PUD, there would be about 11 ..1 acres of open space remaining. That consists of the area exclusive of homes, driveways and street.. Projected traffic Assuming 3 additional lots at 7 to 10 trips per day per home, increased traffic will be projected at 21 to 30 additional cars/day on Foxwood. So, we appreciate the City's time and continued effort to address what we feel is a plan that not only improves our property, but also complements our neighborhood. Respectfully submitted, Mike and Michelle Bader A AC WENTWORTH AVE. (0T-1.11. 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I • / / 1 I r l 1 r I \ I 1 / \ / /, // // / /r /r ! l I /I \\\ \1 /r 1/ I/ // 1/ //r/////1/1 /l I/ I / // / / / 1 1 / s t I 1 / / / / / / 1 I1 I / 1 / r /I / 1/ / // 1 1 1/ / / 1 / 1 1 1 ; //1/////////1////////r // 1 rll / 1 I 1//////I / // / 1 1 ! ! , I / / J / / S r r1 1 f 1 I// / // r-_ 11 r1 I 11 1 II I/Il// I/!/ / Y / 11 1 1l 1 ! ,,di 1 ++ 1 ! ./1 / 1/I // // s !1 11 11 1 + / l 11 / 1/ 1/ 1/ 1 /+x1111 / / / J/ 1 1 1 1 1 r 1 / 'I 1// ,// i1 1 1 11 1 i � � 11 1-".- °--.--, / / // i 1 1 114 1\ 4 11 1h k 1/ / 1 / / 1 11 4 it I I\ 1 `� 1 \ / f 1 1111 \ \ /1 I1 41 / / /r'�//// ` -.L 111 II !r 111 f 1l t N. + 1 11 1 I �\ t I I r r r / 1 __ I r i 1 \. 1\ 1`—� 1V 4 1 ! I I II 1! 1 \\ \--- --'J~\ 11 1 11 I1 I II II 1 1 I f1 \ \ \ \ 11 I 1 I 111 1 1 ! �ti� _ \\ .\ \ 1 h 1 1 1 11 1 1+ r II Exhibit 2 11 EC.710-2002 14:40 COLDWELL BRNKER BURNT 6516989355 P.02 Page 147 DECLARATION OF OPERisTING AGR 'liras Declaration is Ina& efr'r Ye s: f t_ .17t`; day ofca,-rw ;r, by Lon .1. Lutz and Maria Aske] acrd (`'L.tttz") , husband and wife, Th n2; 'uz ani i�?auL1i . 4c(ovit do 'nuslosndr V;ja"> c Bobazt B. 9n:skv awl Harskv, ' w ba3'2:� Wlf2 . (cs.111v:iy, the "Declarant"). C REC iA A. Lutz is the ogler ofin and in Dai county Meta. leg Uy described as Lot 1, Block I; Fo wood ("Lot i"). B. YuV is the owner of :airs land in Dakota County briinnes�o=, leENlty desoribi as Lot 2, niock 1, Fozwood Clot 2"). C. ,1 rr,:r, is the owrcr of certain land in D kott County Minnesota, leg,,ally descn as ?est 3, Block 1, Pozwood ("Lot 3'). D. arum intends to d:welop Lot 1, Lot 2 and Lot 3 (coIle=tively, the Prepay") for single family Koine residential purposes. E. In order to provide for the a tf Yciertt use of the Property as well as the necessary administration, and maitaiioannt of the Property, Declarant declares the Property shall he used, transferred, awned, o.;,upied and develop=1 only in a=ordance with and subject to the following covenants, and tesuletions. The covenants and restriktions in this instrument shall be deemed to run with the Propxty and be binding on all patties having any right, title or interest in the Property or any part thereof, their heirs, successors, assigns and the tenants, cone sianaires, iiemse s and invit .s of any of there, and which small inure to the benefit of each Owner thereof. ARTICLE 1 P_EFTKITTONa Li Defined Terms. The following words, when used in this Declaration shall have the following meaning: C A. "Committer" shall refer to the Malutenance Control Committee described in Article 3. Page 148 DEC• -10--200= 14:40 COLDIJELL BANKER BURNE1' 6516999356 P. 03 • • "Ekcupant4 shall m any person or entity Pram time. to time entitled to the use and occupancy of any portion of a lbuildiag on the Property under n ;r.: cr'shit) right or a l: = . �b:�:�5�, lic n z-; art: ,sion1 or other similar -- zorCeT.'eflt. : C. eo mer° than rilralf they.:,a rrc owner, wnethr one or more persons or entities, of the to Simple title to 2ny Lot, However, if the Owner of a Lot transfers the ease by contact for deed, then unless the contract for ., .- provides otherwise, the vendee undue the contract for ii=1 shall be de°,mned to be the Owner for purpos:s of this Declaration, 'Tx -petty" sl'.ail :i=n its Li 2 and 3. 'Road Are shall mean the certain land in Dakota County, Minnesota legally describ . on that atmched Ezltibit k. ARTICLE 2 AND Edi iCE?)TTRES 2.l Compositinri of Committee. The Maint tans Committer shall be composed of one (I) reprmentative appointed by the Owner of each Lot. 2.2 C:ommitt.e Ruie5. The Committer shat, from time. to time, appoint one of its rite .hers to be its chair. The chair shall call meetings of the Committee. A quorum of the Con- ittee shall consist of a majority of its znernbrts. The L ornmitte~ may act upon the vote or written consent of a majority of the memir= prawnt at arty meeting at which a goon= is • established. The chair of the Committee is authorized to and shall upon request execute, certitioates of approval, notices of disapproval and similar instruments evidencing decisions of the C.^.tantittft, If requested by an Owner, such iit,.s shall be in recordable forret. 3.3 ,ammittee Re nsibilitv. In the event that the Committee falls to discharge its obligations under this Article, then the Owner of any Lot may bring an action for injunctive relief (mandatory or prohibitory) to compel the discharge of said obligations. :tinder no circumstances shall the Committee its mernbeis, Derlarartt, or any of thein, be liable to any person for damages (dict, consequential, incidental or otherwise) in connection with the failure to carry out said party's obligations hereunder. 14 41 rni DWELL BANKER BURNET 6516985356 P.04 Page 149 ti ar, • DNTSTRTJCTTON AND ciPtarp4Ntorkr. i the tkrnmittet sloop instruct . . ii*+ w<.I Forum 3.1 No later` tis � to obtain bile. for canstr o of the road up fire Road Area in accreiance'vrith ' the Woad pi;11, Arohi gyral Forum deals pres:nt he bids for selection by the Commiit t witl', the advice of •A ut tux""at v oram, The Committhen, with the assistant of Archil Portrm, supervise installation and Construction of the road;: -Le addition, the Coninittw shall arrange for the. installation of such utilities as are nsary and,as are indicate€ on the Road Plans, The relocation of any trc or other landscaping features from tele Road Are, shall be subject to the reasonable approval of the Owner of each Lot. • 3:2 • +fainterano` of Comnion area. To the extent pennitteti b;+ the City of Mwdaa H ghtss the Road Area shall be maintained by tine Committee in good; safe. and the l of qualitythe r r vete tads pound in other st i r C£ai+tn �FEiIEtc-��" co �:L'3)::i:=.'� to ._u� ,^+3.+E. of s residential dvelopments in the Twin Citirg metropolitan arm,. The rrinintearioe and repair obligation of ;the Common Area shall include but net be limited to the following: A. Maintaining, repairing and replacing, when required, all mad vs= pawe surfaces and curbs in a smooth and evenly covered condition which maintenance work shall include, without limitation, =striping and r titfatng. Periodic removal of all debris and refuse on the Road Area, including all paper, debris, fttth, refuse, ice and snow, including sweeping to the extent In -wary to ke~p the Road Arm in a first-class, clean and orderly condition.. C, Placing, kftping in repair, rept Ging and repainting any appropriate dimtir r 1 signs or markers. D. Operating, la ---ping in repair, clentting and replacing when nas.ry such Road Art lighting facilities as provide for in the plans or as may be rersonably required, including all lighting necessary or appropriate for s=vrity. . Watering, cleaning and maintaining all landscaped areas, weeding, pruning, fertilizing and replacing shrubs and other landscaping as necessary. If any Owner requires or installs "special' Landscaping (i.e., beyond the landscaping requirements of the remainder of the Property), the maintenance and cost of such spial landsclrping shall be bome solely by that Owner without cost or expense to the other Owners, and shall not be included as a Common Area maintenance exp~nse. F Maintaining, cleaning and repairing any and all common storm drains, utility lines, sewer and other utility systems and oriie.= located in the Road Area -3- DEG -10-29132 14:41 CDLDVJEL L BANKER BURN 651999356 P.H5 Page 150 'Aid art ttt css 'y for the op Thor. of tilt. Common Ara and the maintenance and replacement of any trunk uti ity lin* or other utility tines serving more than one €"..,vt on the ProF.ety. w t with r kirj, iLszm-gency sit- ons or outer e igcnt Ctz"` urtt i ,girt decisions regarding rn "ainhertanet and repair of the Road *Ai'ea artd the faciliieS thereon for the common benefit of Omupants of the Property shall be trade by,the • Committee. In the event that ars Owner is aurieved by a Maintenance decision of the • Cammittet, the Owner may submit the disagreetrr:lt is arbitration:Zit accrdance with the provisions of Article 6 of this Declaration. Each Oivn shall Payone-third of the cost of maintaining and hiring the Road Area and the cost esf construction and reconstruction of the Road Asea improvements. !arst Owner' sib pay its ,...yen (�krzre Rhin tift�, (15) des of t._ _p of a i nice therefore wh b ��Saic.iV t7:i�.:w Lc :ic'wv : days C:�• invoice shall be a vi by suppct ung docurnc it do evidencing the �+ 3.3 Mechanics' Ver.a. In the event any in bona's lien is file, against the Lot of an Owner as a result of scrums perforrned, labor contributed or mat ials furnished for the use of another Owner, the Owner permitting or causing such lien to be so filed agrees to cause such lien to be discharged prior to entry of final judgment (afiei all reasonable appeals) for the foreclosure of such lien and further agr tot indemnify, defend and hold harmiss the other Owner and its Lot against liability, loss, damage, cots or experts` (including reasonable attorneys' fes and cos of suit) on account of such claim or lien. Upon rextu_st of the Owner whom lot is subject to the lien, the Owner permitting or causing the Lien to be filed agrees to promptly cause such lien to be reeimil and discharged of record, either by paying the inditednesss which gave rim to such lien or by posting bold or other cash deposit with the other Owner, in an amount equal W one hundred fifty percent (I50%) of the amount required by law to obtain such release and diseharge. Nothing herein shalt prevent an Owner prnitting or causing such. Tien from contesting the validity thereof in any manner snot Owner chooses so long as such gong t is pursued with reasonable diligence and in good faith.. in the event such contest is determined adversely (allowing for appeal), such Owner shall promptly pay in full the required amount, together with nny interest, penalties, costs or other charges nc..-ssary to release, such Tier:. - ARTICLE 4 4.1 ,Even.,. of Default;. If any Crwrzer fails to comply with any provision herein ('Defaulting Ownern, tirm any other Owner ("Non -Defaulting Owner") may,.upon forty- five (45) days' prior written nod= to the Defaulting Owner, proved to cure the de;ault (and shall have a license to do so) by the. payment of money or performance of some other action for the account of the Defaulting Owner, The foregoing right to cure shall not be exercised if within the forty-five (45) day notice period (i) the Defaulting Owner cures the default, or (it) if the default is curable, but cannot reasonably be cured within that time t=rod, the DEC=10-202 14:42 CCLDlJF11 BANKER BURNFT Page 151 6516989356 P.06 Defaulting Owner begins to cure such rjvfault'rithut Ouch time period and thvrtaft;x dilige+�1y pursues such amioit to completion. The forty-five (45) day notice period shall not oe squired if, using reasonable judge esn, rhe,Ngri-D fatiltin; Owner deems that an emergency exists which re tun" In the .vent lir Such at erZa.ga'Ztl th0 Non -Defaulting Owner shall giver whaieva tai= to the Defaulting Own^r as is reasonable under the circ' m '.n Defaulting Owner htTeby grants tO the Non -Defaulting Owner a nonexclusive lice over, a Cross and under any and all parts of th;, Property owned or It -ed by tate Defaulting Charnel for all puiposes reasonably nary to enable she Non - Defaulting Own= (or its agents, cont ors, or alitame ors) to perform any of dere tams, provisions, covenants or cortditioni 'of this A.g meet that the defauitir g Ow= is obllga d to perform but has failed to perform after noise.. and the opportunity to cute pursuant to this paragraph. • 4,2 Remedies. Within tel (10) days e+f vrritzen demand (including providing cops; of invoice$ reflecting tom) the Defaulting Owner emn reimburse the Non-L7efaultng Owitor IO cure the default, togethr with interest thereon, The Non-Defau16.ng Owner shall have a ebb: upon the Defaulting Owners right, title, arm intwG't in and la tnm Defaulting Owns Lot to secure payment of all amounts due to the Non -Defaulting Ca=rer hereunder. The Nor•. -Defaulting Owner shall have the right, but not the obligation, to r :ord its lien, but at all times its tien pursuant to this paragraph shall be subjet and subordinate to the lien of any mortgage now or hereafter held by any institutional lender or any extension, renewal, trod -:dation or refinancing thereof, in an amount now or hereafter plac.e1 on the Defaulting Owner's interest in that Owner's Laos and to any othtr lien of record against the Defaulting Owner's Lot as of the date that the Non -Defaulting Owner's Gen is recorded. 'Mc Defatilling Owner shall execute such instruments and do~umertts as the Nen•.Defaulting Owner may reisanably request. to perrnit the recordation of such lien although by ace pdng a deed to a Lot, an Owner waives the right to require that said Owner's prior approval be obtained in cottnevtion with r,..vuliatg of such a lien. The Defaulting Owner hereby irrevocably designates the Non -Defaulting Owner Shall have the right to for�Iose such lien in the manner provided for the foreclosure of a real estate mortgage, and for that purpose the Defaulting Owner hereby grants to the Non -Defaulting Owner the full power and authority to foreclose such lien and to sell the Defaulting Owner's Lot which is sub3e t to such lien at public auction according to the statute in such case provided and if not so provided in a manner similarto foreVlosure of a mechanic's hen as provided from time to time, and to apply the proceeds of th sale to pay all interest, and also to pay all costs and expens of such fore losure r2tc, including the rnaxir sum statutory attorneys fees incurred prior to or during such forclosurc and through any and all appeals, which costs, exp•`•ns:s and fees the Defaulting Owner a<nrnes to pay. 4.3 Remedios are cum Jattve: injsrnction Relief. All rimedios art cumulative and shall be deemed additional to any and all other remedies w which any Owner may be entitled in law or in equity. Each Owner shalt also have the right to restrain by injunction any violation or threatened violation by any other Owner of an of the terms, convents, or conditions of this Declaration, or to obtain a decree to compel performance of any such DEC -1.8--2882 14:43 U COLDWELL BANKER BURNET 6516989356 P.87 i3 Page 152 �• ' it } g agi" that the remedy at law for a b;�ch of any sucht r covenants or Cot t ti�i d ll t those., if any, requiring the payment of a liquidated such term covenant, of ContiItlOn f�� _.. .... , ... sum) is pat NVatt. �K'pIC 5 ''�tzrtt7Al tiC , ny d.svute between the: O m .s shall i e sus ct to . ,l x�n�t~� ro4tratior:%ny� � ..b � ��+ Teed bytires mmizYt.... nonbinding resolutiors by the Comtttnitte. If the dispute Is not resp within a reasonable tittle (which in the absence of a different agxt en t by the OWn= shall be deemed to be ten ;;;10J clays) or if an °wrlet does not accept the Oommit2w`s resolution. of the dispute shall be detexminei by binding arrbivauon as follows: ori ten (10) days written nod= by any Owner to the others, an aggrieved Owner shall designate an arbitrator and the.8 Committer; shall designate another arbivator, and if the two arbitatnrs so appointed fail to rc..er31ve the issues in question within ten (10) days, a third arbitrator shall be selected by the two arbitrators so designated, All arbitrators selected under this paragraph shall have experience in oonnection with miint fiance, repair or construction of improvements similar to the item at issue, if the dispute involves mains-nnice or construction., or shall have familiarity with the area or discipline which is the sub get of the dispute. If either the aggrieved Owner or the Comtnittee fails to designate an arbitrator within ten (10) days following notie, or if the two arbitrators designated fail to reach an agreement within five (5) days following their appointttnesrt and fail to agree upon 2 third arbitrator within five (5) days thereafter, either the aggrieved Owner or the Committee may seek relief fiuue any court of competent jurisdiction at a hearing to be held following notice to all partieL 5pe ifs fly, the court shall be authorized, aincing other things, to appoint one or more arbitrators. 'The aggrieved Owner and the Committee shall be entitled to be represented by counsel in any arbitration priming- The difference or nispute shall be settled in a:: organ with the Uniform Arbitration 'Ac t and the'sults of the Aarerican Arbitration Association Shall govern. The decision of the majority of the arbitrators, signed and aelmowledgeLi, shall be final and binding upon the parties.. TO the extent feasible, the derision of the atbitiators shall be made within thirty (30) days after the matter is submitted to arbitration, although the parties may agree upon a shorter period. The aggrieved Owner and the Conunitter shall each pay tae costs and expenses of the arbitrator selmrl by it as well as that party's own attorney's fees. The cost, fees and expenses of the third arbitrator, if any, shall be paid by the losing party in the arbitration price ding, and the definition of the "losing party" Notwithstanding determined by the the arbitrators. Notwinding the foregoing, the arbitrators shall be permitted to expenses of the third arbitrator equally between the parties. If the dispute involves maintenance or repair, and the maintenance Or repair work in question has not been performed prior to the arbitrators' dethsion, and the decision of the arbitrators provides that the work not be performed in accordance with this Agreement, the deision of the arbitrators shall specify whether the losing.party may pro dd with the work in question at that party's sole expense, and shall provide any further conditions and requirements with respe=t to recess work as the arbitrators may deem necessary or appropriate, 1 1 DEG -10-2902 I a: 44 COLDWELL BANKER BURNET 6516989356 P.oe ys.a•: 3it;tt bit. Sig. Wh=ver arld as often. its ont Owner snail not itave paid wl S'en't payablo h }� untie to ot.':er Own=ew+thinE4fii (5)rtdays ��of the due ct �te, such dehi{nqu�{e t 0 , ++- shat pay inter t on such `rrxmiUt from tie date such funds %,,ere expended by the .tri detuiting Owner to and including tire date sue`r:nett is receive; by the Ownei erafit thereto, at the Iess-r of: Tnet high=s :els pv std by to b4 Paid on such type of obligation by: the Owner obligated to Gude such payment; or Two percent (2%) per annum in.ezc�ss of the interest rate from time to tinct!, publicly trutottr=d by Norwe& Bank Minnesota, National Association ("Norwest"), a national ban#xng asvxiatIon having its main offices T 4nn even thMinnescit1, or its sup a, 4s its nefer=ce ;ate C"tree Rate"), though Norw.w• t; or it Y. .may lend t ` d funds its ustOir.'•wi.v at inteerest ratws that are at, above, or below the Reference Rate.. 6.2 Nott.: . All notices., demands, statements, and regea:,sts (colleetiveiy "Notice') =attired or permitt d to be gives; under, this i tarttion must be in writing and shall be deemed to have begirt properly given or served as of the date hereinafter speed -led:. on the date of personal service upon the person to whom the notice is arldresaed or, if such person is not available, the date such nod is left at the address of the person to whom it is directed, (ii) on rite date one (1) day after the notice is postmarked by the United States Post Office, provided it is sent prepaid, registered or oYrtifi i mail, return receipt rques?ed, and (iii) on the date the, natio is delivered by a eousie. service (including Federal Express, Epi a;i, Ernery, Purolator, or similar operation) to the address €7i the person to whom : it �is�(diated, provided it is sent prepaid, return receipt requested, The addresses of Declarant ala It are: Lou J. Lutz 110 First Avenue N.E., No. I101 Minneap0Iis, Minnota 55413 Page 153 DEC -10-2002 1444 COLDWELL BANKER BURNEf 6516999356 P.09 Page 154 All persons or entities her;.after i ,.,xvming an 'Owner shall register their addtrisr:witlt each Owner by written Notice to the Committw, and each other €0svner• given in.ace9rdanee with thiperavaph, Bach Owner shall have the right from tin tri urn= and at any *me upasi Inst ex(IO)capS ptior written notice then :fic.rdar,s with the, uvvsionshe i, '^ , change its respwdve adeir-ess and to spe^ify any other adds within the tIritetz States of Ainerit . Refusal to accept daiivory of a nota t or the in bthty to delive a ttoti bemuse of an address change which was not properly eosnmunimted shall not defeat or delay the. giving Oondernnatiort, lir the event any porton of the I?icPeity Stall b condeuitneri, the award shalt be paid to the Owner owning the Lot or the improvement takers, e . pt that (i) if the taking includes Road Arta improvements, such as utility lines, signs Or points of ingress or egress, the portion of the, award allot: thereto shall be, used to relocate, replace or restore such Common Area improvements to a useful condition, and (i} if the tah'ing includes casement rights granted under the terms of the Diaration, the portion of the award allele to each such easement right shall be paid to the r�sptive Owner benefitt thETtly. Fn addition to the foregoing; if a separate claim can by filed for the taking of any oilier property inte t=t existing pursui=t to this 1)=1=d= ft v izieh does not redo or diminish the amount paid to the Owner owning the land or the improvement taken, then the owner of such otht property interest shall have the right to se'4 an award for the ging thereof. 6..4 Sinding, Ff eCt, The terms of the I iamtion and ail e=rnents granted. hereunder shall constitute covenants sunning with the land and shall inure to the benefit of and be binding upon De 1arant and his re ,wtivc sa=assors and assigns who h=ome Owners heeundr. This IZ)=laratioo is not intended to supersede, modify, amend, or otherwise change the provisions of any prior instrument affewting the land burdened hereby. 6.5 Counterparts and....Eig,maturehBz. This Declaration and any amendment of this De iaration may be exe✓uted in srveia1 eounterpaats, each of which shalt be deemed an original. Signatures may be exe;,ut d and acknowledged on separate pages, and when attached to the Declaration or any amendment shall constitute one complete document, 6..6 Negation of Par'tnerrthip. Atone on the Perms or provisions of this Darton shall be clamed to create a partnership hetwera or among the Owners in their respective bnsinessc's or otherwise, nor shall it Cause them to be consider d joint venturers or members of any joint enterprise. Fah Owner shall he considered a separate owner, and no Owner shall have the right to act as an agent for another Owner, unless expressly authorized to do so herein or by separate written instrument signed by the Owner to be charged. 6.7 Not a Public Imitation, Nothing herein contained shall be de med to be a gift or dedimtion of any portion of the Property or of any Lot or porion thereof to the general public, or for any public 'Ise or purpose whatsoever. Except as herein spezifi a11y provided, no right, privileges or immunities of any Owner hereto shall insure to the benefit UEC -10-20 12 .14 COLDWELL BANKER BURNET 6516989356 P.10 Page 155 of any Third -pa_` y, no shall any third -party be e ned to a beneficiary of any of t. e provisions'con6ta1.1v1.i t • aa 6.O y�9C'ilurra li(ty. Invalidation of any the provisions cOntained in this Declaration, or of the, a i lu'"`ation thomof to any Ftson Jay judgment or mut: ot`ti shall in nes tray affevt 2.ny of tits other provisions hereof or the application thP;.r of td any other person and the same shall remain in full for= aria effort. . 6.9 _mendrnents. 'Tis Declaration may b= aramded 6y, aha only by; a writ2sr1 agr, ement signed by all of tha then urrent Owals and shalli effctivo only when recoi'tied in the ornce of the iota County resorb (orl should the 1'i iprtty it ^, omo "Torr..ns Lane, the office of tate Registrar of Titles). 13n,leis provided for in any ins raincnt execute by all persons who are'ONT.41ers ufide: this" meat;.no consent to the amendment of this Diaration shall ever be required of any O`uri?nt, nor;shall any 0=pant other than an Owner and Haat Corner's tive Oxupaiits have any right to enforo any of the provisions hcreo€. 6..10 MillilniVtiOTT of Damages. In all situations sing'aut of this Deciaradort, ail Owners shall attempt to avoid and minimize.. the damages resulting frena the ctrncluet a any other Owfl . P*^h Owner hereto shall tnt'e all rerstsaab!e m: sures to effecivate the provisions of thus De 1aration. 6.11 lime. Time is of the essence of this D;Claratian. 6.12 Non, Waiver. The failure of ally Owner to insist upon strict of any of the terms, covenants or conditions hereof shall not be deemed a waiver of any rights or remedies which that Owner may have hereunder or at law or equity and shall not be rY'csrri�i a waiver of any subseouent breath or default in any of such' terms, covenants or conditions. 6.13 afo, 'ntent. Any Owner may enforce this instrun not by appropriate action, and should said Owner prevail in such action, that Owner shall rover any reasonable costs or rwsonable attorneys' fees which may be incurred. . 614 Constrit;tion. The rile of strict construction shall not apply to the easements arcate under this Declaration or to the 'covenants set forth hcroiri. This Dwlaration shall be given a rt sonabic construction so that the. intention of the Owners toconfer reasonably usable benefits and rsonably enforceable obligations are carried out;. a 5 s DEC -10-2002 14446 COLDWELL BANKER BURNET 6516999356 P.11 Page 156 P o' end :f� tali E�i� Kuies I�eeaFdi "e3s� oi'�l��a the. �xte�-tt the City E i�enont "'.:lits the D `aei atit [G oaz.ir ,1 the 11.1cmd Area, the F`pariztiies hereto c'- oei a that the Road Atm should be us... ... ti I Vii. *... ♦�� i/ : For vehticie•a froze"the doriited public roads adjacent -to the Property to the driveviays att :ami ays Emirs tin ri to time existing up the is aritcij ate.t frit the i ,*tfie Rrcad Area mall be anistructed upon the PrOpeatySi�Gtf: E^���.' 8 '`:,�i fi;, pians and sificadotis cpproVeA hi writing by .fle-Aarants and O ,rtle'With Architectural Form (the 'Road 'Ian°; - n=: For pecicstriait*ace* n'Such sidewa'ft and ped tray :w ss a yes horn time to time• ezist,urlx+n the Road x`t rea. • C. Por he parkin'. of rut a:nchiles upon the parking arcs designated on the pint F Ft -----wood; as eidstiog..on the date thereof, D, For the constriction, reconstiiction, maint=ance and repair of such utility lines as may be 'nay or appropriate to serve the improvements constricted upon a Lot, F. Por the maintenance of the Road Area inclaziing the construction, r000nstrttctian, rnainterian . and repair of Road Area improvements such as the road, Fighting f iiities, dir ctianal signage, landscaping and other facilities and systems serving the Road Area or facilitating the use of the Properly as three residential single farniiy lots, lasr'ant has caused this Decimation to become effective as of the day and year first set forth above, subje t m atl of the teams and conditions set forth herein. DECLARANT: (Signatures continued on next page) Lon J. Lutz Marie Askegsard 'Maras h. Yua • Pnyiiris A. Novi,tskt DEC -10-2002 14:46 COLDWELL BANKER BURNET 6516989356 P.12 Page 157 • •• 5r• • . • • :• • • ; •L•-: • ?rt B. xrarsky r.t :-• I . Mary S. igromolcy , • STATE Op 1,41NNEaoTA ,.) ) : • COUNTY OF ItPrIf'f'i; _) , , The; for,,--goin instrument %Ira anhowledged sotfere rae this Uday of 1993._by L and rrY',.rt 4 T rt; '1 • d rs 44.,•„_#tiotwoodroomy-..N.0,,v:-.0 • usA LINDENFELSER NDTARY P:...3LIC. • uvstort, RAMSEY Cr..7!!_"try STATE OF MINNESOTA ) ) ss. COUNTY or ,NEr), Notz_ry Public .,/ The foregoing instrument 'was acknowledged ban= Tatt this day of 199 TA. e-7) Y? _L12.11/112,_; t, I ;111-, /1•7;»104-7( er•77--•••• LISA. LIN107.-€N5E.I.SE R Mart? PUL:.: - RAMS:... -Y CC:L. Th' My oornerr...tiethEr?Ica_ 2, 1:9x • • Notary Public •1 • • • DEC -1@--2d02 14:48 COLDWELL BANKER BURNS ' 6516522'356 P.14 �.a• �--srr�.:.nr�h�,ttwwr�:��;�e�y'3ttt�ASF'��'�7-�R�:..n�?ti�d: -y� Page 158 1: IR Tni L Description of Road Art uO,VaDD LYE, plat its the pint of taska � CQunt r r,• .DEC -10-28O2 14:48 COLDS LL BANKER BURNT R15 Page -17evt' Ae \E /�k_ alr.4 CC S.. 191 ✓ \ ( C:} , \aq ¥ . - • 76 \ % !Ii q �a).Qt-io :.....i \ 9 O \\ 1,11 a - w_ k /.1 ) 7 • 11 § � $ [ [ ( Page 160 HARDRIVES, INC. November 4, 2013 Mike Bader 1673 Delaware Avenue Mendota Heights, MN 55120 Dear Mr.. Bader: At your request, 1 measured the slopes on Foxwood and viewed the road as well as the plat map you provided (see copy attached). My first comment is that 1 have been in the asphalt business for more than 40 years and I don't believe I have ever run across a private drive on a public right of way. I can't imagine why a city would want this situation. I have many times re -paved and improved private roads that a city takes over for one reason or another. My observations are as follows: Both of the slopes to the cul-de-sac and Wentworth exceed 6°. While traffic is light, I suspect these exceed the city code. The slope to Wentworth is probably the biggest concern due to Wentworth through traffic. I could bid the work with the parking pads as shown on the plat, but I would suggest you consider widening Foxwood to allow for parking on the east side of the street. By the time you install the pads and fix the grade to Wentworth, the cost would be about the same. Fixing the grade to the cul-de-sac would be more expensive. I would suggest moving the access to Lot 3 to the top of Foxwood (east) and leave the cul-de-sac a private drive. Where the plat shows the driveway access to Lot 3 makes no sense to me (tight turn on steep slope). Exhibit 3 Page 161 If you have any questions regarding my observations, please feel free to give me a call. Sincerely, Ed Kieger Division Manager Hardrives, Inc. Ayes: 5 Nays: 0 LASE ATO. 92-25, ?P_TE.1: 0R' Page No. 3553 March 2, 1993 pl ace plat will include the conditions imposed by council and the Planning Commission. Mr. Mazza.ra informed Council that although the preliminary p2at is for Somerset Place, it 1s thatpossible the name will be changed on the inal. plat.. Oouncilmember Krebsbach moved approval of the Preliminary plat for Somerset Place suit ect to the conditions recommended by the Planning. Commission and the following conditions discussed by Council.: submission of a $2,250.. park. contribution, recording of the wetlands boundaries on the plat, preparation of an acceptable plan for a landscape buffer along the .lot line adjacent to the Garret property and particularly along the drive, recording of on the plat. and minimum of four feetabove file the high _ wa ter. mark b" aSe ent elevations high water mark. Councilmember. Smith seconded the motion. Nr. Steven Pat.rick was present to recTnast amuroval of a lot division and variance for development of Outl of A, Mendota Woods sn.hd.ivi.sion. Council acknowledged. edged a report from Public Works Director Danielson regarding changes which had been made to the proposed lot division as the result of the FPrruary 2nd Council discussion on the matter . Er. Patrick reviewed the changes which have been made since the. last council discussion and briefly reviewed the plans and infoiluat =' on he has submitted_ Mayor Mer"tensc tto stated that the information indicates that the actual costs of the driveway construction will be shared equally by the owners of Lot 11 and Outlot A. He felt that the driveway construction should be 1r. Patrick's responsibility as the property developer., pointing out that in the event that the driveway .is not installed according to the drawings and specifications the city could then cause the improvement and assess for i t . Mr. Patrick stated that he would agree to a condition that he be responsible fordri -ewav construction. Exhibit 4 Page 162 Page 163 December 22, 1992 Page 6 has not discussed the possibility of pool construction with the potential homeowners. Dr. Thomas Yu, potential landowner, responded it is hard to say what future landowners wish to do with their property. Commissioner Ti.lsen pointed stated the plans submitted have not been signed and certified by the preparers. Mr. Mazzara stated he has a letter from the biologist and that he will be sure to get signed and certified pians for Council review. Chair nsecondedthe public hearing. Comm ner Dreelan thmotion AYES: 6 NAYS: 0 Commissioner Tilsen'moved to recommend that. the City Council approve the proposed Planned Unit Development with the following conditions: 1. That the plans be signed and certified by the pxeparer. be twenty-four. feet (24') 2. That the access roadway feet (20') wide. and the driveways be twenty 3. That the following be included within covenants to be filed with the plat: a. That the City be able to enforce snowremoval. from the full twenty-four foot (24') width of the access road. b. That the driveway access road 1be dengu signfteddea fire access lane and riOon at Least. an C. That septic systems be pumped annual basis. d. That should City water become ava.i.:l ab.l. e prior to City sewer, automatic water shutoffs be installed in the event of power failure. . 4. No wetlands permits will be allowed. 5, Septic by tstem raffic afficrain field areas be dur ng the construction of homes. compseptic tanks to allow for 6. That access be maintained to pumping. by 7. That individual home designs be reviewed and. app the City Planning Coi.:mii.ssion. Commissioner Koli seconded the motion. II Exhibit 5 I 4115 5144§ DS 1 EXHIBIT 0 ATTACAMPET TO DOC. No.. 1116605.. • • " • • • • • - Exhibit 6 • • •• •-rn nln• • 22BrmatoeL ' ttils,\- 57-12K2-V1414 '.„ • • • ••• 0 .4 JB •its ............ .- • .. • • ... . • • •.J • "•••... . • • , • 1 1 %1 7.1 9 LU 0 uJ 3 i; ?p'i-141 ;111 ;1111i! Page 164 AGG ENTWORTH AVE. (05.11r-8). ---1 AINTAIN EXISTING FOXVVOOD LANE CUL-1DE-SAC R -O -W, BUT INCREASE '1 ° STREET WIDTH TO 30'. EXISTING HOUSE) LUTZ/DRILL RESIDENCE) VV ITLAND / \ --,..._.-„,.._ ... . . .........._ 1\ \ ..., ., , , , 1 1 ', \ ', ', \/// , „ ...., , , ..• -,-,....., \ ' ' 1 • , J r , .., ,.._..._ __ .... 1 \., \ \\ 1 ..... .. . ..., . „ , „ ..... ,...„ 1 \ ,1/4 ‘ \ \ , , \ e.'" ...-----'-- ..--- EXISTING HOUSE.. -- -- / -- \ „ , , / / ...- r / / ' \ • \ \ ---, 1 i / (AUNE/MILLER RESIDENCE)// r/ // \ "„ \ ,. / \,.. \ / / r „ „ ...„.„ , \ ,,,, ‘,... -•,,, ..., i ./ N \ „.„ \ \ \ • j./ r-- \ \ \ \ \ ..„, \\ \ \ ,.....„ ,...„. _ \ • \ \ \ \ -.... , -,\,\\\:\\:\"-:'''' s....... -T:''''' ....., N._ \ \ \ ...... ',..„.. -,... . ., \ I 1 N \ \ \ \ N. 1 \ \ \ N. \ ..... \ -... --N. N. N, N N'..... \ N \ N. N. N N. N. ..„ -... y. - \ i .1 1 1 i .k 1 I V 1 / i \ ,1 1 , 11 1 1 ‘‘ \ -,. r - 1 f ar••• „„ i, (.-\ kAC. •, ' \ \ i ---r• i , \ • \ \\ 1 \ \•‘.„-,." ••: / : • , , \ /- /. ) I // i / fiI / / l r 'i/ //II'i / / /1 /, ,/ // /" / ' - i/. -/ r 7:1:11 / \ V f I V I / / \,, EXISTING HOUSE ‘ kl ' 1 I r 'JI /i 7./ / //1 /1 \, EXIS. T - ING Hous , if r (GRAY RESIDENCE) 1 4// (nOLLENKAMP RESIDENCE) /, I 1 1 jr,I N 1 - 1 i i I 1, I ...1\ / "- - r ) N 1 \\,. I i I -Id , i \ '1 1 / i 1 H 1 I J \ ; 1 / ; /• / f • I • . 1 i . (/ I ' -- -'- 2--- — _0 1 / ,, / ,_,_/ / • //–" / / „,/ 1I. E XISTNG HOUSE //i/ ./ NEW 30' WIDE ROAD- WITH 60' WIDE (CHADIMA RESIDENCE) ,,/ RIGHT-OF-WAY CONNECTING FOXWOOD WITH DELEWARE AVENUE. ROAD MEETS 6% MAX SLOPE. ROAD STUBBED TO SOUTH FOR FUTURE DEVELOPMENT. ---i_ir , • . . SSOC I ATES ADD RETAINING WALL tf. Ismumm.nommilmminewm.TO PRESERVE EXISTIN WETLAND BASIN. / / 1 1 1, • '1 \ \,. \ 1 N ‘\ • \ \ \ \1 \ \ 1 , \ \ \ \ 1." MODIFIED LO • 81,600 SF , ADJUST EX. RIVEWAY TO ALLOW ADDITIONAL LOT. %NT clel PROPOSED ROAD 4 co ROAD GRADE REQUIRES RETAINING WALL OR R PERTY GG NTWORTH AVE. (CO. RD. 8 -1 • 1 � t • '—\ f 1' I I ,} 1 1 11 1 1 Il V t V 1 1 4 1 1 1 1 1 I 1 I 1 1 1V 1 1 1 I. 1 1 1 1 1 Y J I1y1y11 EXISTING HOUSE 1 I H 0°0 1124 V W W 1' , - �.-- Ex!STING HOUSE.- ---/ r/ /--f � 1 i I / r // (AUNE/MILLER RESIDENCE/ r//////s� II I1 / r ! MODIFIED- / / 1 r` • 1 �\ MODIFIED LOT - - 143,417 SF - 3.29 Ac •� \ ` `, • • DRIVEWAY -------------- LOT 1 ,► 86,582 SF • 1.99 Ac 1 1 IL 0 Ce o 0. s O a Q r 11 1 1 1 { • \ \ \ • 1 1 ;I I. 'I V 1• • I� I ) 11 �1 • • I II 1 f 1 ' `� 1 -I Ur' 1 1 1 ` ` 1 1 11 I I 11 �`.1 1 �■ }V I /N 11 1 1 11 ExISTING HOUSE 1 q1,11 11 I f j d ROGERS RESIDENCE) 1 j / 1 1 1 1 1 I 1 1 _. I 1 1 1 1J r 1 �I \ f 1r 1 1 1 i { '\ f 1\1 '',} III J I f1 /f 11'Lr 1 j7 —r— N. I1 I` d ■ '-1 f11 1 I 111 ll� \ 1\ j 1 /! f j! f 11 1 1 f ,, I I r 1 J d 1 1`\ I y / 11 / J r 1 1 1 I' t I ./I///!// !////r/ /1 / /II //I//1/ r///,r/ Jrrr ✓/ I ..,,,,I.,,/ ,/ /// /r /✓ 1 1 / I/ �/ r/ // / � / �✓✓r/// / r / /� 1 1 r/I r / / 1 / / r�r. r / / / I 1 • PROPOSED LOTS BUILDING PAD VACATED ROW LAND SWAP 50 100 ft. l 1 11 11 T 1 1 1 1 / / 1 { I 1 EXISTING HOUSE f ++ J1 , ,' / /` / /f / ExISTING. HOUs Ir 1 111 d d 1 / 1 GRAY RESIDENCE) 1 1 1 I ' Ilir (HOLLENKAM' RESIDENCE) 7/ +! If 1 1 I f 11 f d 1 1 1 I \_ d I 1� 1r Ir f 1 \;'t I\ `\ I 11r11 y111 _\ d r 1 1 -1 1 i 1 + 11 fr j �i i \\��1 }y 1 1 1 1 11 r I I I, 1} h 1 ! 1 1 1 1 s ,_ 1 1 r 1 1 r. , - ; !I I I / /� •r -I / _ r / 1 { f Il I I i II / /ir/,-- —.."" - r Fr ! // 11 I 11 } V V 11 111 1 r //� , ter' / / 1 / / 1 1 ! 11 ! r I! I ! // /,..-/1 d / / 1 / / / ! r , 1 d 1 11 /! // 1/ 1/ 1/ // // / 1/ 11 r1 1 1r 1d I It 11 If /I / /// I r 1 1 1 : I 1 1 1 1 1 1 / / / / 1 1 1 1 r ft I 11 • -••./// / I / l 1 1 I r 1/ ! I 1 1 1 I 1/ // rr I 1 11111 r//,/ / ,/ •/ / I / /r d 11 }} l / t J 1 / 1 / / I 1 9 1 / / r / 1 1 / / / i y / I 1 1 { 1 1 h \1 111.1 1 1 \ / t , \ \1 1, r 1 1 , 1 1 1 \ \ �\•\ \ 1 1 , 1 \\\ 11 1 1• 1 V \ 11 1 `1 11 1 1} Ih 11 1 }) •1 1 1 1 1 C I , 62,119, SF - 1.43 Ac y I }I 1 1 11 I 1 1 1 1 1 \ 1\ �1 „r / Y 1 I 1 Y l 1 1 1 11 1 1 f / 1 1 1 11 I I MODIFIED LOT '� LOT 2 W ,� 87,814 SF - 2.02 Ac r I Y 3 1 1 / 1 / 1 / LOT 4 // / ■ SSOC I RTES S y 1 V i 1 ,1 1 EXISTING HOUSE I 1 CHADIMA, RESIDENCE) / 1 11 I 1 1 1 1 // " r1 1 J1 r1 r /1 73,761 SF . 3.99 Ac -'11 r 1 II / 1 1 1 1 r r / 1 1 1 '! 1 1 // 1 i 1. r 11 Ir 1 11 1 1 1 1 11 1\ \ 11 1 / I//60r WIDE UTILITY/ r! 11r 11 r ' 11 11 14 1' 1` 11 • 11 r / 1 1 1 1 `-EASEMENT EXTENDING ? 11 II 1 1 1 } 11 1 1 LOT 3 93.587 SF - 2.14 Ac r ---TO SOUTH PROPERTYLINE Page 167 of Publication State of Mhmesota SS County of Dakot ANNE ]0]ILLEN ' - . being duly sworn, on oath, says that he/she is the publisher or authorized agent and employee of the pubiisher of the newspaper known as REVIEW stated below: . and has full knowledge of the facts which are (A) The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper, as provided by Minnesota8tatUte 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed `^ NOTICE OF HEARING which is attached was cut from the columns of said newspaper, and was printed and published once each wa week, for 1 ouuueookevve�h�� it� ��SUNDAY�pub|iahed oSUNDAY. the |l os day of MAY , 2014 , and was thereafter printed and published on every to and including , the day of , 2O; and printed below is a copy of the lower case alphabet from A to Z, both inclusive, which is heeby acknowledged as being the size and kind of type used in the composition and pubflcation of the notice: Subscribed and sworn to before me on 12TH 1�4(.11\fil NotaryPublic' *Aiphabet should be in the same size and kind of type as the notice. �m BY: TITLE LEGAL COORDINATOR TONYA R. WHITEHEAD m�"�����n�a��� RATE INFORMATION .TEA Notary Public -Minnesota � '' Commission � �_�� ,�� x�m ' w*uvmmymmn�vm���"..""= (1) Lowest classified rate paid by commercial users for comparable space $25.00 per col. inch (2) Maximum rate allowed by law for the above matte$25.00 per col. inch (3) Rate actually charged for the above matter per col. inch 1/14 Page 168 CITY OF MENDOTA HEIGHTS NOTICE OF HEARING A PUBLIC HEARING ON A ; REQUEST FOR A' . , CONCEPT PLANNED"UNIT DEVELOPMENT PLAN TO WHOM ITMAYCONCERN: • NOTICE .Is hereby g1venl1hat the :''Planning Commission tof;Mendota I Heights will meet at 700,R.M.,.or as soon as possible thereafter; on ,'Tuesday, May 27, 2014 in,the City Hall:; Council Chambers;.";`1101 ;Victoria Curve, Mendota: Heights, Minnesota, • to <' consider. •.,an. application for a Concept Planned Unit. Development Plan: at 1673 Delaware Avenue and .Lot 3 •of the • Foxwood Plat. This request Alas t been assigned Planning Case Case number 2014-14: t -This notice is pursuant to 'title 12 (Zoning),; Chapter 1 of the Mendota Heights City Code. Such persons as desire to be heard with reference to this request will be heard at ,this meeting.... ' t, Lorri.Smith City Clerk (South-West Review' May, 11;:2014) Page 169 Planning Case 2014-14 Public Hearing Notice Mailing List a a 270240077010 600 WENTWORTH AVE W ALMA H DERAUF 270240077020 610 WENTWORTH AVE DAVID C TSTE WEYERHAEUSER 270240075010 1611 DELAWARE AVE FRANK HICKEY 278340001011 1625 DELAWARE AVE GREGORY G & LORI A HOLLENKAMP 278340001035 GREGORY G & LORI A HOLLENKAMP 270240076020 O 1695 DELAWARE AVE JAMES P & MICHELE M KOLAR 278340001020 O 524 WENTWORTH AVE W JEFFREY & CHRISTINE ROGERS 278340001032 111 JEFFREY & CHRISTINE ROGERS 0 10 270240079023 1737 DELAWARE AVE JOHN C WEIKERT co 0 co co 0 ea 0 0 0 278340001034 1651 DELAWARE AVE JOYCE JAMES E JR REV INTERVIVOS ED TST 273110000020 LAWRENCE H KING 278340001031 540 WENTWORTH AVE W LISA A GRAY 277112001020 679 HIDDEN CREEK TRL LITTON E SHIELDS JR FIELD 272762001010 548 FOXWOOD LN LON J LUTZ 270240076010 1673 DELAWARE AVE MICHAEL & MICHELLE BADER 272762001030 MICHAEL M & MICHELLE BADER 273110000010 RED OAKS OF DAKOTA CTY INC 272762001020 554 FOXWOOD LN TIMOTHY J AUNE 270240078010 1707 DELAWARE AVE TIMOTHY M & GAYLE M OBER 270240077010 600 WENTWORTH AVE W ALMA H DERAUF Disclaimer. Map and parcel data are believed to be accurate, but accuracy is not guaranteed, This is not a Map Scale legal document and should not be substituted for a title search,appraisal, survey, or for zoning 1 inch = 636 feet :cr.:.... r,-:....- r... ...... err... r . :. -.ay. Page 170 au CITY OF MENDOTA HEIGHTS DATE: May 27, 2014 TO: Planning Commission Members FROM: Nolan Wall, AICP Planner SUBJECT: Public Hearing Guidelines BACKGROUND 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www.mendota-heights.com Based on the discussion at previous Commission meetings, the following public hearing guidelines are proposed: 1. Comments shall be limited to the proposed plan or amendment 2. A reasonable attempt shall be made to limit comments to no longer than 3 minutes 3. Comments shall not be repetitious until everyone else wishing to provide comments has testified 4. The applicant shall be allowed to speak last to address any comments 5. The Chair can amend the procedures if necessary If the guidelines are approved by the Commission, Staff would recommend the attached statement be read by the Chair prior to opening the public hearing. BUDGET IMPACT N/A RECOMMENDATION Discuss the proposed public hearing guidelines and implement at a future meeting. Page 171 1101 Victoria Curve 1 Mendota Heights, MN 55118 651.452.1850 phone 1 651.452.8940 fax www.mendota-heights.com CITY OF MENDEITA HEIGHTS PUBLIC HEARING GUIDELINES The purpose of the Public Hearing is to obtain comments from proponents and opponents regarding specific subject matter on the agenda. Participants who plan to testify are encouraged to abide by the following guidelines: • Comments shall be limited to the proposed plan or amendment • A reasonable attempt shall be made to limit comments to no longer than 3 minutes • Comments shall not be repetitious until everyone else wishing to provide comments has testified • The applicant shall be allowed to speak last to address any comments • The Chair can amend the procedures if necessary