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Home My WebLink AboutLand Use Case.75 Prospector Rd.0027.2017.ASLU0027.2017.ASLU 75 PROSPECTOR RD WIRELESS COMMUNICATION REVIEW 2735 142 138 02 S C Â«ArÂ« 0J 1~11 J ./.<.-ihy'(4&/u//Id#/=4/'Id"'Â£.& %1 41 A ' THE CrrY OF AspEN Land Use Application RECEIVED Determination of Completeness APR 0 3 2017 Date: April 3. 2017 CITY OF A or N IMINTY DEVELOPMEN i Dear City of Aspen Land Use Review Applicant, We have received your land use application for 75 Prospector Rd., Wireless Review and have reviewed it for completeness. dÂ©2Â¥ Â· 20(7 Â· As L.4 ~2~. Your Land Use Application is complete: Please submit the following to begin the land use review process. 1 ) Digital pdf of the entire application. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Thffil You L.<enniferghelan, Deputy Planning Director City o f Aspen, Community Development Department For Office Use Only. Qualifying Applications: Mineral Rights Notice Required New PD Yes - No-34- Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No ~>4 Commercial E.P.F. Lodging 1 PATH: G/DRIVE /ADMINISTRATIVE/ADMIN/LANDUSE CASE DOCS THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0027. 2017.ASLU PROJECT ADDRESS 75 PROSPECTOR ROAD PARCEL ID 2735 142 138 02 PLANNER SARA NADOLNY CASE DESCRIPTION WIRELESS REVIEW REPRESENTATIVE AT &T DATE OF FINAL ACTION 6.26.2017 CLOSED BY ANGIE SCOREY 6.29.17 Permits 2735 L 42 1 3902 00 2-9 . , 3 11 . Al LU n File Edit Record Navigate Fgrm Reports Format Iab Help @00<k 1 .* i kl Â¢19 1-1 :24~- 1 i 2 i> IM, m *141& lump 1 C.*I i=91 â‚¬1 21*1 3~ U 51 9 *.im@,50 m , 9* 1 _~-AL~ Custom Fields ~ Routing Status ~ Fee Summary I Acbons j Rou#ng Mistory ~ Permitype aslu L v Aspen Land Use Permit # 0027.2017.ASLU f. Address 75 PROSPECTOR RD , 0 Â· Apt/Suite ~ Oty: ASPEN Stati CO i Zp 81611 -4 Permit Information . 1 -4 Master permit Routng queue aslu 1 5 Applied |04/04/2017 I. Project Status pending Approved Desaiption APPLICATION FOR WIRELESS TELECOMMINIC.ATION SERVICES UPGRADE REVIEW Issued Closed/Final Submitted LAURA CASTRO 949 471 3880 Clock Running Days F~-6] Expires 03.130/2018 Submitted via te : Owner Last name CASTRO First name LAU RA 77 PROSPECTOR RD ASPEN Co 81â‚¬11 Phone (949) 471-3880 Address ; Applicant E Owner is applicant? El Contractor is applicant? Last name AT&T CABLE First name Phone () - Cust * 21903 Address Email Lender .. Last name r First name Phone () - Address iÂ· "Â·4 liAspenGold5 {server} :rang@Gs ]~3--6(1- C.2* 35 l I 'sCO C 140 qf -091 4175 .00 e~Â«fk 4-2769- ~ seloN >la!nol ~ xoqlool| ~ sanoig qell~ ~41 i i /*1 DEVELOPMENT ORDER of the City of Aspen Community Development Department This Development Order, hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site-specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, UnieSS a building permit application submittal is accepted and deemed complete by the Chief Building Official, pursuant to Section 26.304.090, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date ofthis Order. This Development Order is associated with the property noted below for the site-specific development plan as described below. Aspen Highlands Condominium Association, Inc.. 75 Prospector Rd, Aspen CO 81611. Property Owner's Name, Mailing Address Aspen Highlands Condominiums Phase I, PHD # 273514213802, commonly known as 75 Prospector Road, Aspen CO 81611. Legal Description and Street Address of Subject Property The applicant has received approval to replace three four-foot panel style antennas attached to the building's existing cupola with three new four-foot panel style antennas with attached remote radio heads. Written Description of the Site-Specific Plan and/or Attachment Describing Plan Administrative Notice of Approval per the Community Development Director on April 21,2017. Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) April 27,2017 Effective Date of Development Order (Same as date of publication of notice of approval.) April 28,2020 Expiration Date of Development Order (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 21St day of April, 2017, by the City of Aspen Community Development Director. 4, . 1 Â» 5 . < Â·0144(,OG 4 1 0 12 0- 73< A ) Jessica Garrow, Cominunity Development Director Ill'1111111"111 RECE )N#: 639411, R: $58.00, D: $0.00 DOC CODE: APPROVAL Pg 1 of 10, 06/26/2017 at 09:47:50 AM Janice K. Vos Caudill, Pitkin County, CO NOTICE OF APPROVAL For Wireless Telecommunications Services Facilities and Equipment for the property at 75 Prospector Road, legally described as Aspen Highlands Condominiums Phase 1 City of Aspen, Colorado Parcel ID Numbers: 273514213802 APPLICANT: AT&T, represented by Laura Castro for Black & Veatch 5 Peters Canyon Rd, Ste 300 Irvine, CA 92821 SUBJECT & SITE OF AMENDMENT: Aspen Highlands Condominiums, Phase 1 Common Area 75 Prospector Road, Aspen CO 81611 SUMMARY: The applicant is proposing to replace three existing four-foot panel antennas with three new four-foot panel antennas equipped with remote radio heads. REQUESTED REVIEW: â€¢ Wireless telecommunication services facilities and equipment per Section 26.575.130 related to a request for the replacement of equipment on the roof of the Aspen Highlands Condominiums, Phase 1. The Community Development Director may approve, approve with conditions, or deny this request based on the criteria found in Exhibit B to this memo. STAFF EVALUATION: Pursuant to Section 26.575.130, Wireless telecommunications services facilities and equipment must comply with a list of general provisions and review standards. These requirements seek to ensure the placement of facilities are discreet as possible and compatible with surrounding development. The three panel antennas with attached radio heads are proposed to replace three existing panel antennas on the rooftop cupola of the Aspen Highlands Condominiums Phase 1 building. The panel antennas measure four feet in size and will be mounted vertically to the cupola. Generally, panel antennas may not exceed five (5) feet above the highest portion of a roof; however, the code allows the Community Development Director to approve a taller antenna height if it is determined that the equipment is suitably camouflaged. In this instance, the antennas will replace existing equipment attached to an existing rooftop cupola, and are nearly flush at their mounting point. This placement, combined with painting the antenna to match the structure, will significantly reduce visual impact. All support and/or switching devices shall be stored interior to the building at 97 Prospector Rd. No lighting or signage (other than the required telephone contact numbers) is proposed through this plan. For Staff's response to the review criteria see Exhibit B. 1 The applicant has submitted a structural opinion letter from structural engineer Shawn D. Cook of Accelerated Tower Engineering (Exhibit C). Per his analysis of the existing equipment, the existing structure is sufficient to support the proposed equipment. DECISION: The Community Development Director finds the application for Wireless Telecommunications Facilities and Equipment, as noted above, to be consistent with the review criteria (Exhibit B) and thereby, APPROVES the request. APPROVED BY: 35 . w/gMOI~J Aorilloj7013 ~#ssica Gal~r' Community Development Director Date' Attachments: Exhibit A: Equipment Locations (recorded) Exhibit B: Staff Findings (in file) Exhibit C: Application (in file) 2 DEVELOPMENT ORDER ofthe City of Aspen Community Development Department This Development Order, hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site-specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless a building permit application submittal is accepted and deemed complete by the Chief Building Official, pursuant to Section 26.304.090, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date of this Order. This Development Order is associated with the property noted below for the site-specific development plan as described below. Aspen Highlands Condominium Association, Inc., 75 Prospector Rd, Aspen CO 81611. Property Owner's Name, Mailing Address Aspen Highlands Condominiums Phase I. PID # 273514213802, commonly known as 75 Prospector Road, Aspen CO 81611. Legal Description and Street Address of Subject Property The applicant has received approval to replace three four-foot panel stvle antennas attached to the building's existing cupola with three new four-foot panel style antennas with attached remote radio heads. Written Description of the Site-Specific Plan and/or Attachment Describing Plan Administrative Notice of Approval per the Community Development Director on April 21.2017. Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) April 27,2017 Effective Date of Development Order (Same as date of publication of notice of approval.) April 28,2020 Expiration Date of Development Order (The extension, reinstatement, exemptionfrom expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 21St day of April, 2017, by the City of Aspen Community Development Director. 4,404 UU--rAA-) \ Jessica Garrow, Com/nunity Development Director U -7 Dr D r..2 1 -[1 + C 1 r I 57/ 1- DI,0 82 32 ' =21-L 9- E- 63 ZE =31 FT a . 0 ' 3, al E 3 [ZE 4E91B :6 32* 0=9 P i Re : aM - Rigi - F Se .... Vit. 0 . = Â»25 2%2 \,t \\1 ./1 I lu \0 Baa 1[~1 F-] \\\ \\\ \ =41 % \4 m L q 1 --1 <9% 6 . m END 371 2 z &4-:' VV lit L-='Ch- , -3 /9, /'f j /,4,1 m 11' - ' -a j F m 1 It? p 4 M e -.-,Ezi - a a r - 59 =' -9 =9 - *A O e 62 0011Rk - - \ 0% 1.L- +EL'~ 2 . a==1 ' 4% 1 {==> EE Â·Â·Â·Â·Â· -X""~ Â· 9.-_-1J /, " R tri - - - I .,1 / 3/ 4 7 U 0 i czE#,W /4, U. FEE, 4 :' i P th / /.1 14 / -- L_- - .--- 5 1 - 29 - E-7 # Ntt ' 1 1% ., --lf 4 ful tz*~ -p= 3 1 41 CZE== CZE' 1-0- a -1 *\N ' 1 1 RE- FRI 2,-;Â· --- ---J 3 31 - Imr //Im -1 ' --7 V V M E eD 0 ANTENNAS TO NOIiVA313 1S3AA 0350dOad ; J-[1-_~jitu]11]~it ~ -F-113 9 t 1 11 - & 1111[1 -1 E' ~ L~ ~ MI~]1.1]11[Il j!_1[Ii ~ ; Exhibit B Staff Findings 26.575.130.F Review standards. The following standards are designed to foster the City's safety and aesthetic interests without imposing unreasonable limitations on wireless telecommunication services facilities and equipment: 1. Setbacks. At a minimum, all wireless telecommunication services facilities and equipment shall comply with the minimum setback requirements of the underlying zone district; if the following requirements are more restrictive than those of the underlying zone district, the more restrictive standard shall apply. a) All facilities shall be located at least fifty (50) feet from any property lines, except when roof-mounted (above the eave line of a building). Flat-roof mounted facilities visible from ground level within one-hundred (100) feet of said property shall be concealed to the extent possible within a compatible architectural element, such as a chimney or ventilation pipe or behind architectural skirting of the type generally used to conceal HVAC equipment. Pitched-roof-mounted facilities shall always be concealed within a compatible architectural element, such as chimneys or ventilation pipes. Stajf Response: The proposed equipment will replace the existing wireless telecommunications equipment at the building's rooftop. The new antennas will be~flush mounted on existing cupolas and will also be painted to match the structure. Stafffinds this criterion to be met. b) Monopole towers shall be set back from any residentially zoned properties a distance of at least three (3) times the monopole's height (i.e., a sixty (60) foot setback would be required for a twenty (20) foot monopole) and the setback from any public road, as measured from the right-of-way line, shall be at least equal to the height of the monopole. Sta# Response: The applicant is not proposing any monopole towers with this request. Stafffinds this criterion to be not-applicable. c) No wireless communication facility may be established within one-hundred (100) feet of any existing, legally established wireless communication facility except when located on the same building or structure. Staff Response: The wireless telecommunication equipment is proposed to replace equipment already found on the building's roof. Stafffinds this criterion to be met. d) No portion of any antenna array shall extend beyond the property lines or into any front yard area. Guy wires shall not be anchored within any front yard area, but may be attached to the building. Staff Response: No portion of any antenna array is proposed to extend beyond the property lines or into the front yard of the subject parcel. Staff finds this criterion to be met. 2. Height. The following restrictions shall apply: 1 a) Wireless telecommunication services facilities and/or equipment not attached to a building shall not exceed thirty-five (35) feet in height or the maximum permissible height of the given Zone District, whichever is more restrictive. Staff Response: All proposed wireless equipment will be attached to existing cupolas on the building. Staffjinds this criterion to be met. b) Whenever a wireless telecommunication services antenna is attached to a building roof. the antenna and support system for panel antennas shall not exceed five (5) feet above the highest portion of that roof, including parapet walls and the antenna and support system for whip antennas shall not exceed ten (10) feet above the highest portion of that roof, including parapet walls. Stajf Response: The proposed antennas will be attached to existing cupolas rather than directly to the building's roof. Stafffinds this criterion to be not-applicable. c) The Community Development Director may approve a taller antenna height than stipulated in b. above if it is his or her determination that it is suitably camouflaged, in which case an administrative approval may be granted. Staff Response: The proposed antennas will replace existing antennas, in the same location. As previously mentioned, the antennas are not attached to the roof, but rather to existing cupolas. They will be flush-mounted to the extent possible, and painted to match the structure to which they are attached. Stafffeets the antennas will be suitably camouflaged, and Jinds this criterion to be met. d) If the Community Development Director determines that an antenna taller than stipulated in b. above cannot be suitably camouflaged, then the additional height o f the antenna shall be reviewed pursuant to the process and standards (in addition to the standards of this Section) of Chapter 26.430 (Special review). Staff Response: Staff feels that the antennas will be suitably camouflaged in the proposed location. Stafffinds this criterion to be not-applicable. e) Support and/or switching equipment shall be located inside the building, unless it can be fully screened from view as provided in the "Screening" standards (26.475.130 and 26.575.130.F.5) below. Stajf Response: All support equipment is proposed to be installed in a leased space inside of the building. Stafffinds this criterion to be met. 3. Architectural compatibility. Whether manned or unmanned, wireless telecommunication services facilities shall be consistent with the architectural style of the surrounding architectural environment (planned or existing) considering exterior materials, roof form, scale, mass, color, texture and character. In addition: a) If such facility is accessory to an existing use, the facility shall be constructed out of materials that are equal to or o f better quality than the materials of the principal use. Staff Response: The proposal involves replacing equipment with new equipment that is attached to the existing structure. The equipment is minimal, and does not require a tower or housing facility. Stafffinds this criterion to be not-applicable. 2 b) Wireless telecommunication services equipment shall be of the same color as the building or structure to which or on which such equipment is mounted or as required by the appropriate decision-making authority (Community Development Director, Historic Preservation Commission, Planning and Zoning Commission or City Council, as applicable). Staff Response: The applicant has indicated the intent to paint the equipment the same color as the structure to which they will be attached. Stafffinds this criterion to be met. c) Whenever wireless telecommunication services equipment is mounted to the wall of a building or structure, the equipment shall be mounted in a configuration designed to blend with and be architecturally integrated into a building or other concealing structure, be as flush to the wall as technically possible and shall not project above the wall on which it is mounted. Staff Response: The panel antennas are proposed to be mounted to nearly flush to an existing chimney. Sta#finds this criterion to be met. d) Monopole support buildings, which house cellular switching devices and/or other equipment related to the use, operation or maintenance of the subject monopole, must be designed to match the architecture of adjacent buildings. If no recent and/or reasonable architectural theme is present, the Community Development Director may require a particular design that is deemed to be suitable to the subject location. Staff Response: There are no monopole support buildings associated with this proposal. Stajffinds this criterion to be not-applicable. e) All utilities associated with wireless communication facilities or equipment shall be underground (also see "Screening" below). Sta# Response: Utility lines will be underground and tied to existing services. Staff finds this criterion to be not applicable. 4. Compatibility with the natural environment. Wireless telecommunication services facilities and equipment shall be compatible with the surrounding natural environment considering land forms, topography and other natural features and shall not dominate the landscape or present a dominant silhouette on a ridge line. In addition: a) If a location at or near a mountain ridge line is selected, the applicant shall provide computerized, three-dimensional visual simulations of the facility or equipment and other appropriate graphics to demonstrate the visual impact on the view of the affected ridges or ridge lines; an 8040 Greenline Review, pursuant to the provisions of Section 26.435.030, may also be required. Staff Response: The proposed antennas are located on a building that is adjacent to the Highlands skiarea. However, given the scope oftheproject,with the antennas and radio heads to be mounted onto existing cupolas (and replacing existing panel antennas), Staff waives the requirement for a computerized, three-dimensional representation of the antenna. Stafffinds this criterion to be not-applicable. 3 b) Site disturbances shall be minimized and existing vegetation shall be preserved or improved to the extent possible, unless it can be demonstrated that such disturbance to vegetation and topography results in less visual impact to the surrounding area. Stajf Response: The proposed equipment will be located inside of the building and on existing cupolas extending from the roof. Staff expects there will be no site disturbance associated with the installation of the proposed wireless equipment. Staff finds this criterion to be not applicable. c) Surrounding view planes shall be preserved to the extent possible. Staff Response: There are no codified view planes affected by the proposed wireless equipment. The proposed exterior equipment is minimal and will be painted to be camouflaged to the extent possible. Staff anticipates the proposed wireless antennas will have a nominal impact on views. Stafffinds this criterion to be met. d) All wireless telecommunication services facilities and equipment shall comply with the Federal Communication Commission's regulations concerning maximum radio frequency and electromagnetic frequency emissions. Staff Response: The applicant is required to maintain compliance with this requirement at aN times. Stafffinds this criterion to be conditionally met. 5. Screening. Roo f-and-ground-mounted wireless telecommunication services facilities and equipment, including accessory equipment, shall be screened from adjacent and nearby public rights-of-way and public or private properties by paint color selection, parapet walls, screen walls, fencing, landscaping and/or berming in a manner compatible with the building's and/or surrounding environment's design, color, materials, texture, land forms and/or topography, as appropriate or applicable. In addition: a) Whenever possible, if monopoles are necessary for the support of antennas, they shall be located near existing utility poles, trees or other similar objects; consist of colors and materials that best blend with their background; and, have no individual antennas or climbing spikes on the pole other than those approved by the appropriate decision- making authority (Community Development Director, Historic Preservation Commission, Planning and Zoning Commission or City Council, as applicable). Staff Response: There are no monopole antennas associated with this request. Staff finds this criterion to be not-applicable. b) For ground-mounted facilities, landscaping may be required to achieve a total screening effect at the base of such facilities or equipment in order to screen the mechanical characteristics; a heavy emphasis on coniferous plants for year-round screening may be required. Landscaping shall be of a type and variety capable of growing within one (1) year to a landscape screen which satisfactorily obscures the visibility of the facility. Staff Response: There are no ground-mounted facilities associated with this request. Stafflinds this criterion to be not-applicable. c) Unless otherwise expressly approved, all cables for a facility shall be fully concealed from view underground or inside ofthe screening or monopole structure supporting the 4 antennas; any cables that cannot be buried or otherwise hidden from view shall be painted to match the color of the building or other existing structure. Staff Response: There are no ground-mounted facilities associated with this request. Sta#jinds this criterion to be not-applicable. d) Chain link fencing shall be unacceptable to screen facilities, support structures or accessory and related equipment (including LIVAC or mechanical equipment present on support buildings); fencing material, if used, shall be six (6) feet in height or less and shall consist of wood, masonry, stucco, stone or other acceptable materials that are opaque. Staff Response: The applicantis not proposing any chainlinkfencing, or any other type offencing, with this request. Stafffinds this criterion to be not-applicable. e) Notwithstanding the foregoing, the facility shall comply with all additional measures deemed necessary to mitigate the visual impact of the facility. Also, in lieu of these screening standards, the Community Development Director may allow use of an alternate detailed plan and specifications for landscape and screening, including plantings, fences, walls, sign and structural applications, manufactured devices and other features designed to screen, camouflage and buffer antennas, poles and accessory uses. For example, the antenna and supporting structure or monopole may be of such design and treated with an architectural material so that it is camouflaged to resemble a tree with a single trunk and branches on its upper part. The plan should accomplish the same degree of screening achieved by meeting the standards outlined above. 6. Lighting and signage. In addition to other applicable sections of the code regulating signage or outdoor lighting, the following standards shall apply to wireless telecommunication services facilities and equipment: a) The light source for security lighting shall feature down-directional, sharp cut-off luminaries to direct, control, screen or shade in such a manner as to ensure that there is no spillage of illumination off-site. Stajf Response: There is no lighting associated with this request. Staff finds this criterion to be not-applicable. b) Light fixtures, whether free standing or tower-mounted, shall not exceed twelve (12) feet in height as measured from finished grade. Stajf Response: There is no lighting associated with this request. Staff finds this criterion to be not-applicable. c) The display of any sign or advertising device other than public safety warnings, certifications or other required seals on any wireless communication device or structure is prohibited. Staff Response: There will be no signage associated with this request. Staff finds this criterion to be met. The telephone numbers to contact in an emergency shall be posted on each facility in conformance with the provisions of Chapter 26.510, Signs, of this Title. 5 Staff Response: The applicant shall post emergency telephone contact numbers on the equipment in accordance with this criterion. Stafffinds this criterion to be conditionally met. 7. Access ways. In addition to ingress and egress requirements ofthe Building Code, access to and from wireless telecommunication services facilities and equipment shall be regulated as follows: a) No wireless communication device or facility shall be located in a required parking, maneuvering or vehicle/pedestrian circulation area such that it interferes with or in any way impairs, the intent or functionality of the original design. Staff Response: No portion of the proposed wireless telecommunications equipment is shall be located in a parking or pedestrian way. Stafffinds this criterion to be met. b) The facility must be secured from access by the general public but access for emergency services must be ensured. Access roads must be capable of supporting all potential emergency response vehicles and equipment. Staff Response: The bulk of the equipment will be contained within the attic of the building. The applicant shall ensure that this equipment is accessible to emergency services, as well as the antennas that are proposed to be located on the chimneys. Staff finds this criterion to be conditionally met. c) The proposed easements or ingress and egress and for electrical and telephone shall be recorded at the County Clerk and Recorder's Office prior to the issuance of building permits. Staff Response: There are no new electrical or telephone easements associated with this request. Stafffinds this criterion to be met. 6 Accelerated 6~ Tower BLACK & VEATCH Â£~ Engineering Date: December 16, 2016 Cole Mossman Shawn D. Cook, P.E. Black & Veatch Accelerated Tower Engineering LLC 4600 S. Syracuse St, Suite 300 4710 Portofino Drive Denver, CO 80237 Longmont, CO 80503 MossmatiC@bv.coin (479) 530-8627 shawn.cook@atowerenq.com Subject: Structural Opinion Letter Carrier Designation: AT&T Mobility Carrier Site Number: 113891 Carrier Site Name: RITZ-CARLTON CLUB (COL04136 - 2C) AT&T Towers Designation: Site Number: 113891 Site Name: RITZ-CARLTON CLUB Engineering Firm Designation: ATE Project Number: 019420160178 Site Data: 75 Prospector Road, Aspen, CO 81611, Pitkin County Latitude 39Â°10'53.8", Longitude -106Â°51'25.1" 67 Foot Roof Top Site Dear Cole Mossman, Accelerated Tower Engineering, LLC is pleased to submit this "Structural Opinion Letter" for the structural integrity of the existing building structure. The purpose of the opinion letter is to determine the adequacy of the existing building structure with the addition of proposed equipment as specified in the construction drawings Rev.A prepared by Black & Veatch, issued on 12/13/16 and RFDS loading form Rev.2.00, dated 08/31/16. Proposed Equipment Removed Equipment (2) Batteries (DC Power Plant) (3) Powerwave P65-16-XLH-RR (1) BCEM Card (LTIE Rack) (3) Quintel QS46512-2 (3) Alcatel-Lucent B66A-RRH4x45 A loading comparison between the passing building structure analysis completed by M.D. Miller, Ltd, dated 04/04/11 and the proposed loading was completed to determine the effect on the structural integrity of the existing building structure. This analysis was assumed to be complete and accurate for all relevant structural members. Based upon this comparison; we have determined the existing building structure !2 sufficient to support the proposed condition. We at the Accelerated Tower Engineer, LLC appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted, MGO:Â·â€¢: DAN/e<;â€¢..~1:51~>, RECEIVEr M AF O% 16 O: n Shawn D. Cook, P.E. \/0 D>47561 %? B FEB 2 8 2017 Structural Engineer ; 438 CO PE#: 47561 -='-RI:Z)-'411!15lls ; 498 CITY OF ASPEN COMMUNITY DEVELOPMENJ , ~ BLACK&VEAT..â€ž BLACK & VLATCH CORPORATION Building a world of difference.' 5 PETERS CANYON RD SUITE 300 Irvine, CA 92606 (949) 471-3880 February 27,2017 City of Aspen REr" 130 S. Galena St. Aspen, CO 81611 FEB 9 8 2017 Attn: Planning or Building Department CiTY O VIA EMAIL: Justin Barker RE: Zoning and Permitting Determination (kllIRAVIyl)Â£Â¥L~Ji'MENT Site ID: COL04136 I Pace ID: MRUTH018337 I I FA#: 10148150 Site Name: Aspen Highlands I Site Address: 75 Prospector Rd. Aspen, CO 81611 To Whom It May Concern, I am reaching out to the City of Aspen on behalf of AT&T in regards to proposed modifications AT&T is looking to make on an existing wireless facility located at 75 Prospector Rd. AT&T is proposing to replace (3) existing 4-ft antennas with (3) proposed 4-ft antennas on the rooftop and install (3) RRH's (remote radio heads). There will be no increase to the height of the facility nor to the size of the lease compound. Property Owner: Aspen Highlands Condominium Association, Inc. 75 Prospector Rd. Aspen, CO 81611 Parcel Number: 2735-14-2-13802 Legal Description and Address of Property: Subdivision: Aspen Highlands Condo PH 1, Common Area, City of Aspen. County of Pitkin, Colorado, commonly known as the Ritz-Carlton Club at 0039 and 0075 Prospector Rd. As required with the Land Use Application, please see responses to land regulations for wireless telecommunication services facilities and equipment: 26.575.130.F. 1. Setbacks a. The antennas are flush mounted on existing cupolas and painted to match existing materials and color schemes. The height of the equipment does not exceed the provisions of the Aspen Highlands Village Planned Unit Development b. N/A c. No other wireless communication facility is within 100 ft. of any existing, legally established wireless communication facility. d. The proposed antennas and facilities do not extend beyond the property lines 2. Height a. The Aspen Highlands Village height restrictions are not exceeded. b. N/A c. N/A d. N/A e. All equipment will be located in a shelter space on the ground. 3. Architectural Compatibility a. Rooftop consists of pitches, chimneys and cupolas. The antennas proposed with be flush mounted to the cupolas on the rooftop and painted to match existing materials and color scheme. b. All existing and proposed equipment to be painted to match existing building c. The antennas will be Ilush-mounted to the cupolas near the corners, No more than 4 antennas will be on any single cupola. d. N/A e. All equipment will be in a leased storage room at 0039 Prospector, Utility lines will be underground and tied to existing services. 4. Compatibility with the natural environment a. N/A b. N/A c. Property is not located within a Mountain View Plane. d. AT&T is FCC compliant on wireless facility 5. Screening a. N/A b. N/A c. Cables and conduit associated with facility will be screened from view and/or contained in equipment room. d. N/A e. The proposed antennas placement plan does not require any additional materials, landscaping, or screening (proposed scope is to replace 3 antennas), 6. Lighting and Signage a. No lighting is planned for facility b. N/A c. No signage is proposed for facility d. Contact information in located on the equipment of the roottop is provided in the event of an emergency. 7. Access Ways a. The facility is on a rooftop and will not impede any area of the building normal operating ability. b. The roof is provided access by a non-public means for emergency and maintenance purposes c. N/A Sincerely, LOU"la, 64* Loy A- Black & Veatch Corporation (Authorized Agent for AT&T) Site Acquisition Specialist 5 Peters Canyon Rd. Suite 300 Irvine, CA 92606 (949) 471-3880 CastroL@bv.com bv.com RECE1VED ASPEN HIGHLANDS FEB 9 8 2017 6m0. COL04136 COMMUNITY DEVELOPMENT -/ Cl j ) i.,+ ASPEN ~ at&t 188 INVERNESS DRIVE WEST SUITE 400 10148150 ENGLEWOOD, CO 80112 ENGINEERING 2006 INTERNATIONAL BLDG. CODE OR LATEST ADOPTED EDITION 2008 NATIONAL ELECTRIC CODE OR LATEST ADOPTED EDITION TIA/EIA-222-G OR LATEST EDITION GENERAL NOTES ~ at&t 4600 SOUTH SYRACUSE STREET BLACK & VEATCH SUITE 800 THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE DENVER, COLORADO 80237 MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO PROJECT DESCRIPTION SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. LTE-2C ASSOCIATED EQUIPMENT CABINETS FOR THE AT&T WIRELESS TELECOMMUNICATIONS NETWORK. THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND PROJECT/PHASE NO: 129051/8133 DRAWN BY: BCP A. REPLACE (3) EXISTING 4-FOOT ANTENNAS WITH (3) PROPOSED 4-FOOT ANTENNAS ON SITE INFORMATION ROOF TOP PROPERTY OWNER: ROBERT STUMPUS ROOFTOP B. INSTALL (3) PROPOSED 11.8"x7.2"x25.8" RRH's ON ROOF TOP CHECKED BY: NCP RFDS: 2.00 ADDRESS: RITZ-CARTON DEVELOPMENT CO. INC. 77 PROSPECTOR ROAD DRAWING INDEX ' ASPEN, CO 81611 VICINITY MAP LOCAL MAP 4 SHEET NO. SHEET TITLE 1 . Â£ r 1 2 COUNTY: PITKIN , 144. , T-1 TITLE SHEET 6 If 1 *20. , f wolcott (v ~<'t Â©157./~ LATITUDE (NAD 83): 39' 10' 53.5" N -t~ypsumfagie%*rds *yaX ' /\ t.-1 SITE PLAN LONGITUDE (NAD 83): 106' 51' 26.4" W / C-3 EXISTING AND PROPOSED SITE ELEVATIONS C-2 EXISTING AND PROPOSED EQUIPMENT LAYOUTS h --M . ZONING JURISDICTION: PITKIN COUNTY 4oe-PWOOd Spnngs i â„¢intur#%f. 6 j C-4 ANTENNA LAYOUTS U. N I Â»40 4-40/ j. Reddiff # . A. C-5 EQUIPMENT DETAILS 0 02/09/17 ISSUED FOR CONSTRUCRON 1 C ZONING DISTRICT: puD ' ' ""- 1 4%Â® 1- *- 4 REV DATE DESCRIPTION :74 .1 E-1 ELECTRICAL DC ONE-UNE DIAGRAM -'61Â»Non PARCEL NUMBER: 2735143802 ~C@11?ondale Â¢ /,555>/ 93Â»22.1 - 1 , 4919!tf... .550 rEf,/ dJ / G-1 EQUIPMENT GROUNDING PLAN i G.-1 GROUNDING DETAILS .1 0 ........ 22:4Â®ou Â£/414 1 <57 cs" 48 c. 4%. 0 CONSTRUCTION TYPE: V-B .2 1 >â€¢Woody Creek 1~1Â»w& ,Leadville *: /1 tb (* Aft: 0 0 GN- 1 LEGEND AND ABBREVIATIONS 14 , \ h GN-2 GENERAL CONSTRUCTION NOTES $ PE 0049852 â€¢ 45 POWER COMPANY N/A . //---Y GN-3 GENERAL SITE WORK AND DRAINAGE NOTES ~ i j -- - GN-4 GENERAL CONCRETE WORK NOTES TELEPHONE COMPANY: CENTURYLINK > .-- .1 --*;==-4,/ n Lakes - GN-5 GENERAL STRUCTURAL STEEL NOTES A /~ <f7 N - SITE LOCATION tar,_J . \-rL. SITE LOCATION GN-6 GENERAL ELECTRICAL NOTES 4,4.. SITE ACQUISITION MANAGER: HEATHER KURTH . ~ ~: *~ <1*59 <41Â¢9$/ONALâ‚¬*~4- (303) 264-0522 i Â·mksâ‚¬ 02/09/2017 CONSTRUCTION MANAGER: JOHN VAUGHAN 1 (720) 412-4989 11< fr IS A VIOLATION OF LAW FOR ANY PERSON. *prested Butte ,* U l*998Elk ~ Bue L - 59; ' UNLESS THEY ARE ACT[NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. RF ENGINEER: DAVID BLACK i, (303) 643-3719 ~~,Ag ,'~~< TO ALTER THIS DOCUMENT . - 1, /<3 ASPEN HIGHLANDS 7 \1419( , // COL04136 t/ 77 PROSPECT ROAD i /\ il ;Gunnison LTE - 2C LI[\ lf/ ASPEN, CO 81611 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED NO SCALE , , SHEET TITLE CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES CONTACT INFORMATION DRIVING DIRECTIONS BEFORE PROCEEDING WITH THE WORK. TITLE SHEET ENGINEER: BLACK & VEATCH CORPORATION DIRECTIONS FROM AT&T OFFICE: 4600 SOUTH SYRACUSE STREET, SUITE 800 UNDERGROUND SERVICE ALERT DENVER, CO 80237 HEAD SOUTH TOWARD INVERNESS DRIVE WEST. TURN WEST ONTO E DRY CREEK ROAD. KEEP NORTHWEST ONTO 1-25 N RAMP. TAKE EXIT 2098, TURN WEST ONTO W 6TH UTILITY NOTIFICATION CENTER OF COLORADO SHEET NUMBER ~ -. AVE FWY RAMP. GO WEST ONTO US 6, KEEP WEST SOUTHWEST ONTO I-70 W RAMP. AT EXIT 195. KEEP SOUTH SOUTHWEST ONTO SR 91 RAMP. KEEP SOUTH ONTO US 24. (800) 922-1987 TURN WEST NORTHWEST ONTO SR 82. TURN NORTH NORTHEAST ONTO S ORIGINAL STREET. KEEP WEST NORTHWEST ONTO E MAIN STREET. GO WEST NORTHWEST ONTO SR CONTACT: ROBERT SEDIVY 82 GO SOUTHWEST ONTO CR 13. TURN EAST SOUTHEAST ONTO PROSPECTOR ROAD. GO EAST SOUTHEAST ONTO LOCAL ROAD. WWW.UNCC.ORG T-1 PHONE: (303) 264-0512 3 WORKING NYS UTIUTY NOTIFICATION PRIOR TO CONSTRUCTION i NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ALL EXISTING AND PROPOSED EQUIPMENT TO BE PAINTED TO MATCH EXISTING BUILDING. ~ at&t r-=SEE EQUIPMENT ~Ph~ LAYOUT ~C-2 j , .4, 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 \ / - 1 / <6 4 1 BLACK & VEATCH \\ 1 \ \ ~ 1 '~ 4600 SOUTH SYRACUSE STREET ~ ,~ SUITE 800 , . f \ \ DENVER, COLORADO 80237 ,//Â«1 .22 / f j i l / PROJECT/PHASE NO: 129051/8133 / 01 1.Â« / , / ' DRAWN BY: BCP : 1#rti /1 CHECKED BY: NCP I 2.00 03'/ m ./ / . 1 ./ N N 1 I 4 11 h / \ / \-SEE ANTENNA f ///f- , ~/~ LAYOUT / - EXISTING \ \24 , BUILDING / . / 72---__ f 4 4> 0 02/09/17 ISSUED FOR CONSTRUCT1ON REV DATE DESCRIPnON \ 1 1,/ â‚¬ 9- .\ - 1 7 / 1 -EXISTING ANTENNA 1 - 9-3-irir, 1 (OTHER CAPRIER) )1 'Afit-,DO 4\91 ' i 'U i I <69 ;CN*BI'2â€¢:t/4 1 Â«33 1, I i//1 #A Fb vn 1 . 1 / ... 0 , / Â«-9.4 X '4 ..f ~PE 0049852 ~ i (4 h / A f / SEE ANTENNA ~-~ /\ 1 LAYOUT \427 /2* r j Â»4NALkf 1 / N j 1\ d3433Â»13>y L EXISTING iii .~ / \ ROOFTOP -* . 1 / 02/09/2017 / 5 - 1 /' IT 8 A VIOLADON OF LAW FOR ANY PERSON. ~ UNLESS THEY ARE ACTING UNDER THE DIRECTION ' ----- , TO ALTER â„¢IS DOCUMENT. 5/./ 1 1 OF A UCENSED PROFESSIONAL- ENGINEER. '% ifi ,-f-;/.Fl 1. '.1 \\ 1 r,fl.-,lf X. ., COL04136 ASPEN HIGHLANDS / / 1 1Â« ./ \f 77 PROSPECT ROAD /41'm /\ 1 ASPEN, CO 81611 ./.. LTE - 2C \ / 4.Â·~ SHEET TITLE \ 11 SITE PLAN A V SHEET NUMBER 10' 0 10 20 (-1 SITE PLAN i i ill- 1-10 NOTES , EX!STING WALL 11.-U EXISTING *ALL 11'-0 MOUNT HVAP - Â· MOUNT HVAC Â· 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. INTERIOR STAND (TYP) - Â· 2. CONTRACTOR TO SUPPLY ACID SPILL NEUTRALIZATION STAND (TYP) -. INTERIOR EXISTING -4- ExISTING ~ , Â·~-- PILLOWS IN ACCORDANCE WITH 2012 NFPA 76. RECEPTACLE - i i i , RECEPTACLE - i i I i EXISTING EXISTING i , i EXISTING EXISTING E 1.+11~ i UNIT i i UNIT l]NIT HVAC i i HVAC HVAC : I. I. 1 - 1 1 1 E-1 4 FT' 1 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 ~- EXISTIft ~ ~ ~ ~ 4 1 1 M a#MEREC ~ L d EXISTING Ex ISTING I It BATTERâ€¢ [1( POWER | || RACK PLANT WITH (20) h Fl.ANT -r! WITH (21)) BATTER)ES (2) PROPOSED BATTERIES TO BE NSTALLED BELOW PDF BLACK & VEATCH ExIST,1 KG EdISTING AP / AIR 4600 SOUTH SYRACUSE STREET HANDLER \ , HANDLEP SUITE 800 EXISf ING 1.JNIT rob] / DISTING ---- TELCO 1 TELCO DENVER, COLORADO 80237 PACb 9. 1. 'tib .11 1â€¢ INI-1 EXGTING EXISTING ' -PROPOSED BCEM FIBER BOÂ· - / FIBER BO Â· - PROJECT/PHASE NO: 129051/8133 TE-El ~01 / CARD TO BE EX'ISIING| / INSTALLED IN EXISTING CE / - LIE f LTE BBU Â· DRAWN BY: BCP RA.}k. RACk EXISTING Iâ€¢ 1111 01 Â· ~ EXISTING ' TELCO' BOARD - TELCO BOARD - CHECKED BY: NCP 0 RFDS: 2.00 ExiSTING CIENA -- EXISTING CIENA -- ablING DIPLEÂ·ER 1 I -------1 Ex ISTING DIPLE,ER (STACKED) (TYP OF 6) -_-- , 1 EXISTING - (STACKED) (TYP OF 61-_--_ ExiSTING EXIWING ) AIR EXI'STINE ' AIP LIM15 , UMTS / CABINET HANDLER 19 CARINE[ H,AliDLER UNIT 1.JNIT L- EXISTING STORAGE - EXISTING STORAGE 0 02/09/17 ISSUED FOR CONSTRUCTION SPACE -. SPACE - . REV DATE DESCRIPTION I -Â«6113.~YÂ» ~ ~ ~ TRANSFER SWITCH ~19 r-EXISTING Â· . ~ - EXISTING AC PANEL . I.-EXISTING TEMP AC PANEL.. --EXISTING TEMP ~ jan A 00 / 2:;*~ 3- EXISTING AUTOMATIC . ~ / CONTROL PANEL EXISTIN( AUTOMATIC / CONTROL PANEL af ~ IP.ANIFER SWITCH Lk - 4, 591 : k 4-:: i \ \ k ,/.52 ./&/97 EXISTING COA. 1 E/ISTING COAX \ 1. 1/ ENTRY PORT - - , ENTRY PORT - 45 - ~ â‚¬7 \{tdff#NALE#~%1 ~3133665 02/09/2017 Ir ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, FyISTING TO ALTER â„¢IS DOCUMENT EXISTING GTAIR (TYP) -- STAIR (Tr P) - ~ ASPEN HIGHLANDS C0L04136 77 PROSPECT ROAD 4 4 x ASPEN, CO 81611 LTE - 2C E, ISTING AC,-ESS ENTR'r, \\~ ExISTING AIXES- ENTRi *.- ' DOOR (TYP) -/ , \ Doop uip'---- \\ \\ SHEET TITLE . . ~ ~~~ EXISTING AND PROPOSED EQUIPMENT LAYOUTS 9 I ' SHEET NUMBER C-2 12" 6" 0 1' 2 3' 4 5 12" 6" 0 1' 2 3 4 5' EXISTING EQUIPMENT LAYOUT -M;MB 1 PROPOSED EQUIPMENT LAYOUT -i,in 2 1/2"=1'-0" 1/2"=1'-0" 4 - fâ€¢ A STRUCTURAL ANALYSIS PERFORMED BY ACCELERATED TOWER ENGINEERING ON DECEMBER 16, 2016 DETERMINED THAT THE EXISTING BUILDING HAS -(67 EXISTING AT&T ANTENNAS ..>6.: SUFFICIENT CAPACITY FOR THE PROPOSED 63) ANTENNAS TO REMAIN IMPROVEMENTS .#/00. / 2 ~Ah (3) ANTENNAS TO BE REMOVED ~ ~t:.0/ ~ TIP EL. O 65'-0- AGL 3 188 INVERNESS DRIVE WEST SUITE 400 (OTHER CARRIER)(TYPI - . ENGLEWOOD, CO 80112 lf--f' E- Â»Â«48;MUMMÂ» -422263 EXISTING - /fs/,2 BUILDING - -- IFFILL]1 - I I. 0//4 . Nioi... L 2% Emmm~Em /1. 4 4 *03543/ A i ../ I \ <Â«.0/ \ \7~X </ UU _ _a OU E _ -- EF- PR_ M 4 4~ F-' i BLACK & VEATCH , 111.1 m 11_51 E .lit'' mEIHI mm#i= i - - -1-:lj- lili LLI1 1LL] I 4600 SOUTH SYRACUSE STREET .imf - > DENVER. COLORADO 80237 /-322-al 2-23 i, 113 mff--- iftl *M U W-7 - -- -- 00[1] Â» al [~]1 ~~g~ p~l ~ -1 ' : ~PÂ«30- I E lilli Li- LE 81[EIGE [ImÂ®ER I U[-11 1 1 -ji I Ll_1: i Ll_J .L PROJECT/PHASE NO: 129051/8133 mEEFE Â· DRAWN BY: BCP 1 1 1 - ,~ '~ ~F----~ CHECKED BY NCP 1, mi 1 1 lili 1 / RFDS: 2.00 1 1 1, lili 111 i Li_. .li. Il Ill / i ---I--L Il~ Â· Â·L.11 8 4 0 8' 16 EXISTING WEST ELEVATION - Ill 1/8-=10-0 NOTES 0 02/09/17 ISSUED FOR CONSTRUCTION 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. (61 AT&Â¥-ANTENNAS TOTAL: REV DATE DESCRIPTION (3) EXISTING ANTENNAS 2. PAINTED TO MATCH EXISTING BUILDING. . ~Â«113 Yv ALL EXISTING AND PROPOSED EQUIPMENT TO BE / 3 1 *3 (3) PROPOSED ANTENNAS / 0116 011 1 4 k \Â·21/ ' TIP EL. 0 65'--0. AGL <N XY ' iLEr' ,;â‚¬2:':'.tic<4 EXISTINu ANTENNAS -</*.5.-)*IE--22230. 0 4. (OTHER CARRIER)'TYP)- Â·Â· ~93/- \44.-=zet=x - PE 0049852 â€¢ p, EXISTING .-e... 28[ 1-ki ta Â· 1 \.-3 . 9 -- 94=Letjff f-f -0\1Â»- --426* BIJILDING -. - 7 ##fb 7 -3IA -1 4 /39 // J h >rÂ« - Vir\ ...ill IEF]-i :.-2-- - -- -> - /// /0 1 1,\\ -6.1 44- U -- Â®81]21*-1Â»191 1 1 1 \- \>>1 U Â»01\ >361\ . tÂ«TÂ» 02/09/2017 - - 2- 10 UNLESS THEY ARE ACTING UNDER THE DIRECTION 1T IS A VTOLATION OF LAW FOR ANY PERSON, OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER â„¢IS DOCUMENT r Â¤mm'111111] El=Ell'[ - H. < 1 | 52231 EZE]1 213 ASPEN HIGHLANDS > -1 Ld Â©~31 'LLE IF FIFIJ 1 fF=i=it F- EE E C0L04136 77 PROSPECT ROAD mlim'rumÂ¢' r ! 11[1" 79- anti ASPEN, CO 81611 i LTE - 2C i , - 1 IL/ ~--Jr .1 -4 11 Q 1, 9 1 I , 'LULEI IL]L J U=Jf SHEET TITLE F*pmu,U'MI- ull[Il}trliÂ« L__r 1 1-; r i - -1 mUÂ®U]flili 1~fll-LE ~ ~\1 , # SITE ELEVATIONS ~--~1 EXISTING AND PROPOSED L_-1.1 1 1 SHEET NUMBER C-3 8 4 0 8' 16 PROPOSED WEST ELEVATION 1 12 1/8"=1'-0" NOTES . Â· 1. CONTRACTOR TO REFER TO FINAL_ CONSTRUCTION RFDS FOR ALL RF DETAILS. 2. ALL EXISTING AND PROPOSED EQUIPMENT TO BE PAINTED TO MATCH EXISTING ~ at&t BUILDING. 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 TRANSMISSION CABLE ~ SECTOR ANTENNA TYPE TECHNOLOGY DC JUMPERS FIBER JUMPERS QTY. TYPE NEEDED NEEDED , A2 PROPOSED ANTENNA LTE - NO CHANGES YES YES BLACK & VEATCH 82 PROPOSED ANTENNA LTE - NO CHANGES YES YES 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 C2 PROPOSED ANTENNA LTE - NO CHANGES YES YES â€¢(4) EXISTING DC POWER TRUNKS AND (2) EXISTING FIBER TRUNK SUPPLY ALL LTE ANTENNAS PROJECT/PHASE NO: 129051/8133 DRAWN BY: BCP PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT NO SCALE ~ CHECKED BY: NCP RFDS: 2.00 . I E, iSTING ATÂ·JTENTJA -Â·Â·-. 7 4 Â·t * EXITING ANTENNA----. Al W yek 6/26 r-EXISTING ANTENNA -~ 471: - w TO BE REMOVED ~~~~ - PROPOSED ) / ANTENNA A2 4 ,,,'1 g ca \ C-5 li ; C.h d 1 -0/1-\ 1\' '0 f i Afl f f >77~ l i 1 / 0 02/09/17 ISSUED FOR CONSTRUCTION l / EXISTING DC SURGE / C / EXISTING DC SURGE / REV DATE DESCRIPTION SUPPRESSOR -' ~ , 1 91 }PPRESSOP - /1 1, 1 ~~\ - (1) PROPOSED RRH AND 3 ~ C~~~~61\14Â« ~ Â·, EXISTING RRH TO BE~ ~ ~1"2(1) RELOCATED RRH ON / . ,Â©~"-'*.~~~ Â£/O ~4 ~ . RELOCATED - \21/ PROPOSED BACK-TO-BACK M n :-M' 44* MOUNT Odrg,tÂ·k c. ~;;'Â·. %4~ - / .r 2 0 /4. --.% i..#/ 0211 <2\Nti. /\\\11 ..3 1.1 0 0 1 / . :2 \ \\ . . I * PE.0049852 3 41 j 1 *,1>0_.. .4/ 41 l i A O â€¢.I 4/ 29 0 \\ \ \ .v, Vf.4 1L EX ISTING / SUPPRESSOR \ L-EXISTIN [G Â»41*27 1 r--Exl'STING DC SUPGE ~~ 1 \ CUPOLA -EXISTING DC SURGE , CIJPOLA (TYF OF 21 *11%33 St.JPPRESSOR /4 1\ 4 (TrÂ·P OF 2) r I . CARRIER ANTENNA L EXISTING OTHER \\11\3 '-EXISTING OTHEP 02/09/2017 1 1\*\-1-9 -t ~ CARRIER ANTENNA 02 \ ~7 - 3~ t r-EXISTING RRH TO ./ / (TYP OF 2) (2 Re OF 1 i UNLESS THEY ARE ACTING UNDER THE DIRECTION R IS A VIOLAnON OF LAW FOR ANY PERSON, ~ BE RELOCATED < -,A -\13 OF A LICENSED PROFESSIONAL ENGINEER, (TYP OF 2) TO ALTER â„¢IS DOCUMENT. ./. /-U \ , B 1 '-EXISTING - E< ISTING ASPEN HIGHLANDS 43tb CUPOLA CUPOLA 0 :-7 C0L04136 77 PROSPECT ROAD - EXISTING ANTENNA 01 .. ; Pre, \\\ Â·-EXISTING ANTENNA (TYP OF 2) Tup OF 2) ASPEN, CO 81611 82 1~ 62 \ LTE - 2C -(1) PROPOSED RRH AND 47\ (1) RELOCATED RRH ON ~-24 ' PROPOSED BACK-TO-BACK \12>,/ ~~ MOUNT (TYP OF 2) SHEET TITLE - EXISTING ANTENNA TO BE REMOVED ~- PROPOSED) ANTENNA~h ANTENNA LAYOUTS (TYP OF 2) (TYP OF 2) ~ 42 - SHEET NUMBER C=4 EXISTING ANTENNA LAYOUT NO SCALE 2 PROPOSED ANTENNA LAYOUT NO SCALE 3 , ALCATEL-LUCENT B66A COMMSCOPE RRU MOUNT RR-FA2 RRH4x45W+4T4R w RRH2x90W+2T4R TOTAL WEIGHT (UNFINISHED) 35.88 LBS WIDTH 11.8~ (299 mm) 4-4 ROUND LEGS UP TO 5.5" DIA . nak ~ at&t DEPTH 7.2" (182 mm) ..&7*8*% i ~ '92*E *111 -ag 1.,24\#% 3. 60 DEGREE ANGLE LEGS UP TO 6.0' DIA HEIGHT 25,8" (655 mm) 034 1== 44Â» PROPOSED 90 DEGREE ANGLE LEGS UP TO 4.5" DIA WEIGHT 56.8 LBS (26 Kg) R=- e = . MOUNTING 4-/ == BRACKET (TYP) = -31 - PROPOSED SUITE 400 --- ---I.I- A =a A PROPOSED ~ ANTENNA (TYP) ENGLEWOOD, CO 80112 -~1, RRH ANGLE 1555-'i.%'i'i1E7E 188 INVERNESS DRIVE WEST MOUNT E.STING . RRH (1YP) MOUNTING PIPE - - 4 â€¢ - - PROPOSED ' = ..=- r MOUNTING R= lEE , BRACKET (TYP) Â·s "amt )Al Z I *21* ~ BLACK & VEATCH 4600 SOUTH SYRACUSE STREET U SUITE 800 DENVER, COLORADO 80237 RRH SPECIFICATIONS (2100 MHz) NO SCALE 1 FAST ACCESS DUAL RRH MOUNT NO SCALE 2 ANTENNA MOUNTING DETAIL NO SCALE 3 PROJECT/PHASE NO: 129051/8133 DRAWN BY: BCP CHECKED BY: NCP RFDS: 2.00 0 02/09/17 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION 33>100 Â£/14, Uel:1 1 276' ,48 c. *:IrÂ« 0 1. A â€¢ r p. 0 51 f q 2 PE.0049852 3 NOT USED NO SCALE ~ NOT USED NO SCALE 5 NOT USED NO SCALE 6 /9442< --ZA,r-er- 342,9/ONALâ‚¬~97' ~333633Â» 02/09/2017 IT IS A VIOLAION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION Of A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT ASPEN HIGHLANDS C0L04136 77 PROSPECT ROAD ASPEN, CO 81611 LTE - 2C SHEET TITLE ~ EQUIPMENT DETAILS SHEET NUMBER C-5 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE ~ , #immmMA'i; 11 1 n Im UN# Imil,1,1111!Ul!111' 11 11 m i Hum"milil PROPOSED AWS Ex I STING 700 PROPOSED AWS PROPOSED AWS RRH #1 RRH #1 PRH #2 RRH #2 PRH #3 RRH #3 NOTES 1. DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V 3 9 /1 A e 42 Ag k CONDUCTORS. RED MARKINGS SHALL IDENTIFY 64 00 1 1/934 +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. REFER TO ATT-002-290-701. t=% at&t 7-/. 2. LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG ~ I. 4<4 SHALL BE TELCOFLEX 111. DC POWER WIRING 8 -....-/ AWG AND LARGER SHALL BE TELCOFLEX IV. 1 92 4 9 3. LTE POWER WIRING SHALL BE IN ACCORDANCE 188 INVERNESS DRIVE WEST WITH ATT-002-290-701. SUITE 400 \27 \_f:Ir ENGLEWOOD, CO 80112 EFS[iNG RATCAF EXISTING PAÂ·,CAF EXISTING RAYCAP 4. GROUND CONDUCTOR MINIMUM SIZE SHALL BE SURGE PROTECTION SURGE P'ROTECTION SURGE PPOTECTIC)11 750 KCMIL FOR POWER PLANT CAPACITY GREATER 002-48-60-0-9E 962-48-60-0-AE 062"48-60-0-9E THAN OR EQUAL TO 1,200 AMP. (i>- GÂ» ' , ADDITIONS WERE INCLUDED IN AC LOAD 5. DC ELECTRICAL LOAD DEMAND FOR PROPOSED LEXISTING PROPOSED L-EXIED[ING PROPOSED -EXISTIfIG PROPOSED BLACK & VEATCH DC POWER DC POWER DC POWER DC POWER K POWER DC POWER JUMPER JUMPER- JUMPER JUMPER- JUMPEN JUMPER- 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 EX,TING ---PROPOSED EXISTING -ROPOSED EXISTING -ROPOSED DC POWER : DC POWER DC POWER i DC POWER DC POWER DC POWER PROJECT/PHASE NO: 129051/8133 JUMPER - JUMPER JUMPER--1 JUMPER JUMPER- JUMPER ; DRAWN BY: BCP Â«i) --0 CHECKED BY: NCP i RFDS: 2.00 Exi-,TING RA,CAP F IBEF OPTIC & DC E ER JUNCTION BOx 0 02/09/17 ISSUED FOR CONSTRUCTION REV DATE DESCRIPnON EXISTING 4.:0631.13 1\ FIBER TRUNK- 2Â¢**FDO L/044+ ~y:,CAN/.alifi,&:P<,8k24 j fir m---------n 1\ 02 4,41. PE.0049852 : y~ 11 1 mu 1 11 Â·-4SVDC DISTRIBUTiON 1 1 1 fl DC CIRCUIT SCHEDULE ~ -EkISTING DC POWER CABLES ~ FROM TO CONFIGURATION 02/09/2017 1 1 IT Is A VIOLATION OF LAW FOR ANY PERSON, 44 .L, l- Â·2 D.,EGE PROTECFION (t) 2-#10 TELCOFLEX Ill DC CABLE UNLESS THEY ARE ACING UNDER THE DIRECRON EXISTING RUCAP 5, 006-48-60-RM OF A UCENSED PROFESSIONAL ENGINEER. SURGE PROTECTION r TO ALTER THIS DOCUMENT 1 806-48-60-RM EXISTING RArCAP 4.'i.[ ,- ,-ip 111' SURGE PROTECTION (1) 2-#10 TELCOFLEX Ill DC CABLE 1 806-48-60-RM EXISTING RAYCAP 1 (fliIi) 1 41 p,-.F COF TrrÂ·rl'-"1 (1) 2-#10 TELCOFLEX Ill DC CABLEE ASPEN HIGHLANDS 1 1 r \IoTING PAr .Ak C0L04136 JUNCTION BOÂ· .JORGE SUPPRESSION 77 PROSPECT ROAD (1) 2- #10 THHN/THWN--VW1 12: 2-49-6 n-9F TYPE TC-ER DC CABLE 1 1 ASPEN, CO 81611 (l) 2- #10 THHN/THWN-V'Wl TYPE TC-ER DC CABLE LTE - 2C Â£ 12-P _!1 - --42 Â· -0-92 ISTIr . J . ~-:, L,CAP | | - TYPE TC-ER DC CABLE 1 1 11 r (1) 2- #10 â„¢HN/THWN-\A41 E iwin TAÂ·ZAP SHEET TITLE 1 1 PROPOSED AWS (1) 2- #12 THHN/THWN-VW1 6JRGE SUPPRESSHOL REMOTE RADIO HEAD #1 1YPE TC-ER DC CABLE ELECTRICAL DC 302-48-60-0-DE L----------J E> STING RATCAP PROPOSED AWS (1) 2- #12 THHN/THWN-VW1 ONE-LINE DIAGRAM S.JRGE SUPPRESS, 3-, REMOTE RADIO HEAD #2 TYPE TC-ER DC CABLE DC:'-48-60 c.-GE ST'Â· - - PROPOSED AWS (1) 2- #12 THHN/THWN-v'Wl REMOTE RADIO HEAD #3 TYPE TC-ER DC CABLE SHEET NUMBER E-1 ELECTRICAL DC ONE-LINE DIAGRAM NO SCALE 2eÂ®Â®Â®Â®Â®eÂ®Â® I EXOTHERMIC CONNECTION Ilre GROUND ROD I MECHANICAL CONNECnON T INSPECTION SLEEVE ~ ~ ~_* TEST GROUND ROD WITH - - - LEGEND I..... - *4..0. 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. :*Full......A at&t 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPUANCE WITH NEC SECTION 250 AND AT&T GROUNDING AND BONDING REQUIREMENTS (ATT-TP-76416) AND MANUFACTURER'S SPECIFICATIONS. 188 INVERNESS DRIVE WEST SUITE 400 RRH RRH RRH ENGLEWOOD, CO 80112 3. ALL GROUND CONDUCTORS SHALL BE COPPER: NO ALUMINUM CONDUCTORS - - - SHALL BE USED. TTT NQIES O 0 CD r *1 *1 %1 %1 M N N N N| (21 ROOF GROUND RING: WHEN AN ANTENNA TOWER IS MOUNTED ON THE ROOF OF * W g * * L' A STRUCTURE, A ROOF RING GROUND SYSTEM IS REQUIRED. THE ROOF RING GROUND SYSTEM SHALL BE FORMED AROUND THE TOWER'S LEGS SIMILAR TO A BLACK & VEATCH BURIED TOWER RING GROUND SYSTEM. BONDS SHALL BE EXTENDED TO TOWER LEGS AND OTHER NEARBY METALLIC OBJECTS ON THE ROOF. (ATT-TP-76416 / 7.5.3.1) 4600 SOUTH SYRACUSE STREET SUITE 800 I ~ DOWN CONDUCTORS: ON BUILDINGS NOT EXCEEDING 75 FEET IN HEIGHT THAT DENVER. COLORADO 80237 EXISTINGÂ· ANTEr'P,A GROUND BAR -, ARE REINFORCED CONCRETE OR OTHER TYPE OF CONSTRUCTION. WHERE CONTINUITY TO EARTH THROUGH BUILDING STEEL IS NOT ASSURED, A MINIMUM OF (2) #2 AWG DOWN CONDUCTORS SHALL BE EXTENDED FROM THE ROOF RING GROUND SYSTEM TO THE EXTERIOR RING GROUND SYSTEM. A DOWN CONDUCTOR SHALL BE ROUTED DOWN EACH CORNER AND CONNECT TO SEVERAL GROUND RODS, IF ALL CORNERS ARE NOT ACCESSIBLE, AT LEAST 2 DOWNLEADS SHALL PROJECT/PHASE NO: 129051/8133 BE RUN. WHEN STRUCTURAL STEEL SERVES AS DOWN CONDUCTORS BETWEEN A 2 ROOF RING GROUND SYSTEM AND AN EXTERIOR RING GROUND SYSTEM, BONDS DRAWN BY: BCP BETWEEN BUILDING STEEL AND THE EXTERIOR RING GROUND SYSTEM SHALL BE MADE AT THE STEEL COLUMN USED AS THE DOWNLEAD. WHERE ACCESSIBLE. CHECKED BY: NCP (ATT-TP-76416 / 7.5.3) (33 GEQUND_ RING_ BOND: WHEN STRUCTURAL STEEL IS USED IN PLACE OF DOWN RFDS: 2.00 L/ CONDUCTORS, A BOND MUST EXIST BETWEEN THE OPGP AND A STRUCTURAL STEEL MEMBER. THE BOND MAY BE IN THE FORM OF THE OPGP BUS BAR'S ' MOUNTING STUD, A MINIMUM #2 AWG CONDUCTOR BETWEEN THE OPGP AND 1 STRUCTURAL STEEL, OR A CONNECTION BETWEEN A DRIVEN GROUND ROD SYSTEM THAT IS BONDED TO THE OPGP AND A STRUCTURAL STEEL MEMBER. (ATT-TP-76416 / 7.5.3.4) fil SIE~ILLEALi[EEL._BQNDS: PERIPHERAL STRUCTURAL STEEL COLUMNS THAT ARE LJ BARE OR ENCASED IN CONCRETE OR MASONRY SHALL BE BONDED TO THE i EXTERIOR RING GROUND CONDUCTOR. STRUCTURAL STEEL BEAMS AND TRUSSES SUPPORTING THE ROOF OF A BUILDING ARE GENERALLY SUFFICIENTLY BONDED I TO EARTH THROUGH HANGER RODS AND OTHER HARDWARE THAT SUPPORT SUPERSTRUCTURE, CONDUITS, PIPES, DUCTS AND OTHER METALLIC UNITS ABOVE - THE BUILDING SHALL BE BONDED TO THE PERIPHERAL CONDUCTOR AT BOTH THE RADIO EQUIPMENT AREA. INDIVIDUAL BEAMS NOT OBVIOUSLY GROUNDED IN THIS MANNER OR BY CONTACT WITH GROUNDED STEEL FRAME OR COLUMNS OF ENDS. (ATT-TP-76416 / 7.14.1.6) 0 02/09/17 ISSUED FOR CONSTRUCnON - --- - - - - -- ---- ----- --- -- - -- - -- - - ----T - - 14- -- - - -- -- - - - ---1- -- --7 CA ROOFTOP EQUIPMENT GROUNDSÂ· A TREE GROUNDING SYSTEM IS RECOMMENDED REV DATE DESCRIPTION L./ TO BOND OBJECTS ON THE EXTERIOR OF A BUILDING. THIS SYSTEM CONSISTS OF MAIN AND BRANCH CONDUCTORS. A MAIN CONDUCTOR IS CONNECTED TO AN EXTERIOR GROUND CONDUCTOR, AND IS ROUTED TOWARD A GROUP OF UNITS .;fflfÂ£4. REQUIRING BONDS, TERMINATING ON THE UNIT FARTHEST FROM THE EXTERIOR GROUND SYSTEM. BRANCH CONDUCTORS BOND INDIVIDUAL UNITS TO THE MAIN CONDUCTOR AND SUB-BRANCHES MAY BE EXTENDED FROM BRANCH Â»ADO L/044 CONDUCTORS. MAIN CONDUCTORS SHALL BE MINIMUM #2 AWG AND BRANCH // 0 . CONDUCTORS SHALL BE MINIMUM #6 AWG. BRANCH CONDUCTORS SHOULD BE NO 57,04 0.Â·0,8 c. Mi: ds fA E/ISTING CELL REFERENCE LONGER THAN 15 FEET. WHERE UNITS BONDED TO DIFFERENT MAIN CONDUCTORS 4 J /40 Â¢P. Â¢12 GROUND BAR I =11 1%'1,1 FS,%2& =CHBOOTHED' TOGENHERNsl COHNATUUSLAGT~HEOF A -5 1:2 1 DIRECT BOND BETWEEN THE UNITS IS NOT GREATER THAN 30 FEET. Â»- PF 0049852 ~ 9~ (ATT-TP-76416 / 7.12.2) O CELL_ REEKEENCL GROUND BAEL POINT OF GROUND REFERENCE FOR ALL r gFÂ· COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING 992....J .0-Â¢92, ~ WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. (ATT-TP-76416/ 7.6.7) I | '44 07ONA 990>/ (in FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL v BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL 3.3-34##- CK L FRAMEWORK. BOND THE FRAME GROUND TO THE "1" SECTION OF THE CELL 02/09/2017 REFERENCE GROUND BAR OR SUPPLEMENTARY CONDUCTOR. (ATT-TP-76416 Xra Lu Cp. 6.5.3 AND 7.8) / IS A VIOLATION OF LAW FOR ANY PERSON, 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION ~ 12_ BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL_ BE BONDED TO THE OF A UCENSED PROFESSIONU ENGINEER, GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE TO ALTER THIS DOCUMENT EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. (ATT-TP-76416/ 7.4.2.6) | ~ OUTDOOR GROUNDING CONDUCTORS: GROUNDING CONDUCTORS INSTALLED ASPEN HIGHLANDS OUTDOORS AND RUN ENTIRELY ABOVE GRADE SHALL BE TINNED STRANDED C0L04136 COPPER AND BE SUNLIGHT RESISTANT. i 77 PROSPECT ROAD ASPEN, CO 81611 LTE - 2C SHEET TITLE EQUIPMENT GROUNDING -# 1 1, - . - PLAN Ex STILJO ROOF -GROUND RING Â·Â·-7 . SHEET NUMBER (3-1 EQUIPMENT GROUNDING ONE-LINE NO SCALE ~ GROUNDING KEY NOTES - ANTENNA ANTENNA ANTE NNA " 8 NEWTON INSTRUMENT COMPANY, INC. EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT - CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT r---- CONDUCTOR INSULATION TO BUTNER, N.C. BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK--1 TOOTHED EXTERIOR TWO-HOLE SHRINK UV / ALL INTERIOR TWO-HOLE CONNECTOR BARREL- BUTT UP AGAINST THE CONNECTORS ----~ RATED --~ CONNECTOR BARREL CONNECTORS -~ NO REQUIRED PART NUMBER DESCRIPTION 3/8"DIA*1 1/2 145 TAG 3/8"DIAxl 1/2- 145 TAG - 0 1 1 1/4"*4"*30 SOLID GROUND BAR ~ at&t CLEAR HEAT CLEAR HEAT S/S NUT SHRINK S/S NUT SHRINKn\~\\\ 0 WALL MOUNTING 2 2 A-6056 BRACKET S/S LOC 1 1 + S/S LOCK 188 INVERNESS DRIVE WEST 0 2 3061-4 INSULATORS WASHER - . WASHER - \, SUITE 400 S/S FLAT T Urrl ENGLEWOOD, CO 80112 //'-77 -Ti- T-r-r\ 1 s/S FLAT - 111111111 0 4 3012-1 5/8"-11*1" H.H.C.S. WASHER J.J-1-1-1_Lill ~ WASHER -1-1- -1-1 -11 -LJ IIItIIIIt TINNED COPPER - nNNED COPPER ~---2 1~ 8 4 3015-8 5/8" LOCKWASHER GROUNDING BAR .1 ~ S//S FLAT Â· GROUNDING BAR ,n---- ~ . S/S FLAT WASHER - 11111111t Pir/'ll/-'-I-I-/\ WASHER 1 5035577-73 r---(SEE NOTE 2) di 1- --- j_'-/_1_t_l_z_z-1 S/S BOLT_~/'U-=-1 r ./ (1 OF 3- BLACK & VEATCH S/S BOLT - /- DOUBLE CRIMP (1 OF 2) CONNECTION k \ / <DO NOT Â£ DO NOT ) INTERIOR GROUND INN >-1 I r-% \DISCONNECT ~ISCONNECT~ RING \ 1\ \_,11 0 L / / 1/16" MINIMUM SPACING \ 1/16" MINIMUM SPACING "DO NOT DISCONNECT" - 'DO NOT DISCONNECT" - TAG ON ALL GROUNDING / TAG ON ALL GROUNDING / 4600 SOUTH SYRACUSE STREET BAR INTERC0NNEE1-_,/ BAR INTERCONNEg~__j/ SUITE 800 AND EQUALIZERS AND EQUALIZERS DENVER, COLORADO 80237 1 + 40-07 EXTERIOR TWO HOLE LUG NO SCALE INTERIOR TWO HOLE LUG NO SCALE 3 . 2 (~--/ PROJECT/PHASE NO: 129051/8133 - (SEE NOTE 1) #2 OR #6 AWG STRANDED DRAWN BY: BCP CU CONDUCTOR WITH GREEN, 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND 600V, THWN-2 INSULATION Â· CHECKED BY: NCP -4" ------ BAR ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC RF-DS: 2.00 \\4 WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE ' GROUNDING BAR ON WALL, CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION FLOOR, OR ON ANTENNA TOWER n AND LABEL EACH SECTION ("P", "A", "I") WITH 1 " HIGH LETTERS. EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN --- --- IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 DESTINATION B STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT 44 COMPOUND BEFORE MATING. SECTION "P" - SURGE PROTECTORS SECTION "A" - SURGE ABSORBERS 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. (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) INTERIOR GROUND RING (#2 AWG) Â© 04 5. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR (EC) GENERATOR FRAMEWORK (IF AVAILABL-E) (#2 AWG) (EC) EXTERNAL EARTH GROUNDING FIELD 1/16" DOWN TO GROUNDING BUS, (EC)TELCO GROUND BAR (#2 AWG) (BURIED GROUND RING) ((2) #2 AWG) (TYP) '" (EC) COMMERCIAL POWER COMMON (EC) METALUC COLD WATER PIPE 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON NEUTRAL/GROUNDING BOND (3/0) (IF AVAILABLE) (1/0 AWG) THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION. ON ALL 0 02/09/17 ISSUED FOR CONSTRUCTION (EC) FIBER GROUND BAR (#2 AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 Awm- REV DATE DESCRIPTION GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. (EC) POWER ROOM REFERENCE GROUND BAR (#2 AWG) (2) TWO EXOTHERMIC CONNECTIONS TO 7. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. (AT&T) RECTIFIER FRAMES .1 1 BE MADE WITH 2 AWG SOLID BARE 1 TINNED COPPER GROUNDING CONDUCTO~ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS ,-\66Â»11-4 ' EXOTHERMIC WELD TO BURIED REQUIRED. PROVIDING 50% SPARE CONNECTION POINTS. SECTION "1" - ISOLATED GROUNDING ZONE GROUNDING RING AND GROUNDING BAR 695-ADO Â£/C 1* (AT&T) ALL ISOLATED GROUNDING REFERENCE 9. ENSURE THE WIRE INSULATION TERMINATION IS WHHIN 1/8- OF THE BARREL (NO SHINERS). 9.ty,&..6:.4% (AT&T) GROUND WINDOW BAR U - PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END // vi 9- 9. 2 INSTALLATION OF GROUNDING CONDUCTOR 5 '13 PE.0049852 3 V (MGB) REFERENCE GROUND BAR NO SCALE 1 NO SCALE 4 GROUNDING NOTES NO SCALE 5 17*1*U TO GROUNDING BAR ' 1/Vitl 4 4# ..0.-Â·-0...7 68Â« 44%:519 02/09/2017 IT IS A VIOUION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT ASPEN HIGHLANDS C0L04136 77 PROSPECT ROAD ASPEN, CO 81611 LTE - 2C ... SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 NOT USED NO SCALE 6 NOT USED NO SCALE 7 NOT USED NO SCALE O EXOTHERMIC CONNECTION O AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION m AC ALTERNATING CURRENT LB(S) POUND(S) t--04 CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ** ADDL ADDmONAL LF LINEAR FEET TEST CHEMICAL EL-ECTROLYTIC GROUNDING SYSTEM eT AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY *=% at&t EXOTHERMIC WITH INSPECTION SLEEVE ACL ABOVE GROUND LEVEL MAX MAXIMUM AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT CROUNDING BAR GROUND ROD 1|~-ALUM ALUMINUM MECH MECHANICAL 188 INVERNESS DRIVE WEST ALT ALTERNATE MFR MANUFACTURER SUITE 400 TEST GROUND ROD WITH INSPECTION SLEEVE ~ ~ ~__*~ ~ ANT ANTENNA MGB MASTER GROUND BAR ENGLEWOOD, CO 80112 APPROX APPROXIMATE MIN MINIMUM SINGLE POLE SWITCH ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL DUPLEX RECEPTACLE AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH . BATT BATTERY MW MICROWAVE DUPLEX GFCI RECEPTACLE Blt< BLOCK NM NEWTON METERS BLDG BUILDING NEC NATIONAL ELECTRIC CODE r-----1 BLKG BLOCKING No. NUMBER BLACK & VEATCH FLUORESCENT LIGHTING FIXTURE IFI BM BEAM # NUMBER (2) TWO LAMPS 48-T8 L_--__3 BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE 4600 SOUTH SYRACUSE STREET OC ON-CENTER BOF BOTTOM OF FOOTING SUITE 800 SMOKE DETECTION (DC) CA8 CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION DENVER, COLORADO 80237 S=2=8 CANT CANTILEVERED OPNG OPENING CHG CHARGING EMERGENCY LIGHTING (DC) 9/t PRECAST CONCRETE CLG COUNG SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW CLR CLEAR PCS PERSONAL COMMUNICATION SERVICES PROJECT/PHASE NO: 129051/8133 PCU PRIMARY CONTROL UNIT LED-1-25A400/51 K-SR4-120-PE-DDBTXD COL COLUMN DRAWN BY: BCP PRC PRIMARY RADIO CABINET COMM COMMON CHAIN LINK FENCE = X .11-Â·- XIXIX ------- PP POLARIZING PRESERVING CHECKED BY: NCP CONC CONCRETE PSF POUNDS PER SQUARE FOOT WOOD/WROUGHTIRON FENCE 0 0 0 CONSTR CONSTRUCTION RFDS: 2.00 PSI POUNDS PER SQUARE INCH WALL STRUCTURE Y/////////////////////1//1////////A DBL DOUBLE PT PRESSURE TREATED , DC DIRECT CURRENT LEASE AREA ------------- PWR POWER CABINET DEPT DEPARTMENT QTY QUANTITY PROPERTY LINE (PL) ---------- DF DOUGLAS FIR RAD RADIUS DIA DIAMETER SETBACKS RECT RECTIFIER DIAG DIAGONAL . REF REFERENCE ICE BRIDGE I :.. ....CP':S.r;'Niti DIM DIMENSION REINF REINFORCEMENT DWG DRAWING CABLE TRAY REQ'D REQUIRED 1, / 1 DWL DOWEL RET REMOTE ELECTRIC TILT WATER LINE -W W W W-W- EA EACH RF RADIO FREQUENCY EC ELECTRICAL CONDUCTOR UNDERGROUND POWER UGP - UGP - UGP - UGP - UGP RMC RIGID METALUC CONDUIT - EL. ELEVATION 0 02/09/17 ISSUED FOR CONSTRUCTION RRH REMOTE RADIO HEAD UNDERGROUND TELCO UGT - UGT - UGT - UCT - UGT ELEC ELECTRICAL REV DATE DESCRIPTION RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING OVERHEAD POWER - 01'r OHP- Cir OHP- RWY RACEWAY , ENG ENGINEER SCH SCHEDULE 4Â«Â· . rn ,,-6 Iff OVERHEAD TELCO - OHT - OHT - OHT - OHT- EQ EQUAL -06Â»61:Y. SHT SHEET /7 EXP EXPANSION UNDERGROUND TELCO/POWER - UGUP - UGT/P - UGUP - UGT/P - SIAD SMART INTEGRATED ACCESS DEVICE EXT EXTERIOR /7,9 SIM SIMILAR 4/; U ABOVE GROUND POWER - AGP - AGP - AGP - AGP - AGP - EW EACH WAY 00 SPEC SPECIFICATION Â£09 FAB FABRICATION ./ ABOVE GROUND TELCO AGT - AGT - AGT - AGT - AGT SQ SQUARE 9 4 FF FINISH FLOOR : <2 SS STAINLESS STEEL 2747 . Y) ABOVE GROUND TELCO/POWER - AGT/P - AGT/P - AGT/P - AGT/P - FG FINISH GRADE STD STANDARD WORKPOINT * AF FACILBY INTERFACE FRAME 4Â»Â·. - 1 -iN# b STL STEEL W.P. FIN FINISH(ED) TEMP TEMPORARY ~~~~'â€¢â€¢â€¢.â€¢â€¢â€¢'~,~0~ i / SECTION REFERENCE ~| FLR FLOOR THK THICKNESS FDN FOUNDATION 1439#NALU~ â„¢A TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE TN TOE NAIL DETAIL REFERENCE FOM FACE OF MASONRY 02/09/2017 TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB JT IS A VIOLATION OF LAW FOR ANY PERSON. FOW FACE OF WALL UNLESS THEY ARE ACTING UNDER THE DIRECTION TOF TOP OF FOUNDATION OF A LICENSED PROFESSIONAL ENGINEER, FS FINISH SURFACE TO ALTER THIS DOCUMENT TOP TOP OF PLATE (PARAPET) FT FOOT TOS TOP OF STEEL FTG FOOnNG TOW TOP OF WALL GA GAUGE ASPEN HIGHLANDS TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION C0L04136 GEN GENERATOR TYP TYPICAL 77 PROSPECT ROAD GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND GLB GLUE LAMINATED BEAM ASPEN, CO 81611 UL UNDERWRITERS LABORATORY GLV GALVANIZED LTE - 2C UNO UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM L UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GND GROUND UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) SHEET TITLE GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD HDG HOT DIPPED GALVANIZED LEGEND AND W WIDE HDR HEADER HGR HANGER W/ WITH ABBREVIATIONS HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ' WP WEATHERPROOF SHEET NUMBER HT HEIGHT WT WEIGHT IGR INTERIOR GROUND RING GN-1 LEGEND ABBREVIATIONS .. , GENERAL CONSTRUCTION NOTES 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COAXMI CARI F NOTES r ~ COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 63. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS PRIOR TO ORDERING fENEE,Licitz/Liguill 31. THE PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED) PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BdeV) 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER 64. CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF CONTRACTOR: (CONSTRUCTION> MONTH BY AT&T TECHNICIANS. SPECIFICATION WITH AN OCI APPROVED DIGITAL LEVEL. OWNER: AT&T k:=3 at&t 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO LASTEST REVISION 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS, OF THE "ANTENNA SYSTEM LABELING STANDARD." 74..~*.. 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE IN AN APPROVED IIANNER, AFFECTING THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH CONSTRUCTION, GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE WIRELESS SITES" AND 7ECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 188 INVERNESS DRIVE WEST BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN, CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. SUITE 400 ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 67. COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S ENGLEWOOD, CO 80112 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR SPECIFICATIONS. CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR 4. MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, IMMEDIATELY. GFNFRAI CARI F AND EQUIPMENT NOTES REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS. DIPLEXERS, COAX CONFIGURATION, MAKES, AUTHORITY REGARDING THE PERFORMANCE OF WORK. AND MODELS PRIOR TO INSTALLATION. 3-7. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER IN ADDITION TO LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPUCABLE REGULATIONS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS MANUFACTURER'S RECOMMENDATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS SHOWN ON THE DRAWINGS, TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION, 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECnONS ON CABLE DISTRIBUTION/ROUTING. BLACK & VEATCH 7. PLANS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS 39. WHITE STROBE LIGHTS ARE NOT PERMITTED. IF UGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING REQUIREMENTS. 71. AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE. BUTYL TAPE SHALL HAVE DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE 40. ALL COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND A MINIMUM OfF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED 4600 SOUTH SYRACUSE STREET RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. RECOMMENDATIONS. THREE TIMES, WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKUNG. BUTYL BLEEDING IS NOT ALLOWED. SUITE 800 DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB SELF BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT-002-290-041, SECTION 7. DENVER, COLORADO 80237 DIMENSIONS OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED ANTFNNA MOUNTING BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S APPLICABLE LOCAL CODES. A. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. 9 RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al 23 ~ZINC B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. PROJECT/PHASE NO: 129051/8133 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. DRAWN BY: BCP C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM 10 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS, AND Al 53 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. CHECKED BY: NCP BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASâ„¢ RFDS: 2.00 A780. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND K[TS AT THE FOLLOWING LOCATIONS PER Â· ' 11. GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. MANUFACTURER'S RECOMMENDATIONS: 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN TORQUED TO MANUFACTURER'S RECOMMENDATIONS. A. THE ANTENNA LEVEL. ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 46. CONTRACTOR SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S B. THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED, RECOMMENDATIONS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED C. BASE OF TOWER PRIOR TO TURNING HORIZONTAL. BY THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF 47. ALL UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER ALL DEBRIS DAILY. WEATHER PROOFING OR BE TERMINATED WITH A 50 Q LOAD. D. OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. 14. AS-BUILT CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 74. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT INCLUDING THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM ALL HARDWARE, IF APPLICABLE. GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TRUE NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE RFDS ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5 DEGREES AS DEFINED BY THE RFDS. REFER TO ATT-002-290-210. 15 CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 49. JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR. 0 02/09/17 ISSUED FOR CONSTRUCTION 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS. LANDSCAPING. AND REV DATE DESCRIPTION 50. CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT Â· ' STRUCTURES DURING CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 51. TOWER MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. ANTENNA AS FEASIBLE IN A VERTICAL POSITION. CONTRACTOR IS ALSO RESPONSIBLE FOR THE NOTIFICATION OF TIER-TWO FACILITY/UTILITY OWNERS. '4-Â»DO Â£/O;4 52. ANTENNAS SHALL HAVE A 4'-0" MINIMUM CENTER-TO-CENTER HORIZONTAL SEPARATION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO fy..0-Â·ArnÂ·.0 '1@1 THE SITE AND/OR BUILDING. TORQUE REQUIREMENTS ep. *99\ 19 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 5 :r 12 04 CONSTRUCTION UNTIL JOB COMPLETION. 5 ,â‚¬ 2 PE.0049852 i 54 A TORQUE MARK FORMING A CONTINUOUS STRAIGHT LINE IS TO BE WADE IN THE FOLLOWING APPLICATIONS: 016/_9-x -D_-a-*+r- 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES, AT ALL TIMES. A. RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR 6 3 -= " ' 21. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A B. GROUNDING AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE 49 .... .-7 &45 A/*4 OT 2-A: 10-B:C LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS THREADS TO THE SOLID SURFACE. SOLID SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA 41 #S/ONALâ‚¬Uy BEING PERFORMED DURING CONSTRUCTION. BRACKET METAL. 22. ALL EXISTING ACTIVE SEWER. WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL ~~8136Â»v 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING 02/09/2017 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). OR DRILLING PIERS AROUND OR NEAR UTILITIES, CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. TRAINING SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED JT IS A VIOLATION OF LAW FOR ANY PERSON, 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. HARDWARE IS NO LONGER LOOSE. OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 23. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC. AND OTHER UTILITIES, WHICH INTERFERE WITH THE 5 8. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM). 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 ' 59. ALL N TYPE CONNECDONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM). ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. ASPEN HIGHLANDS FIBER & POWFR CABLE MOUNTING C0L04136 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED TO PREVENT 60. THE FIBER OPne TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY 77 PROSPECT ROAD EROSION. SYSTEM. PLACE FIBER OPAC TRUNK CABLE INTO AN INTER-DUCT. A PART[TION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER-DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPAC ABER TRUNK ASPEN, CO 81611 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE LTE - 2C SEDIMENT CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH CABLE TRAY SYSTEM. NFPA 70 (NEC) ATRICLE 770 RULES SHALL- APPLY. FEDERAL AND/OR LOCAL JURISDICTIONS. 61. TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT 26. FILL OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, INTERVALS NOT EXCEEDING (6) FEET. WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL SHEET TITLE OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES GENERAL 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN CONSTRUCTION NOTES CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. SPACE. ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL, PRE-APPROVED BY THE LOCAL JURISDICTION. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. 28. ALL NECESSARY RUBBISH. STUMPS. DEBRIS. STICKS. STONES. AND OTHER REFUSE SHALL BE REMOVED FROM SHEET NUMBER THE SfTE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER GN-2 DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. GENERAL SITE WORK AND DRAINAGE NOTES PART 3 - EXECUTION 3.5 AGGREGATE ACCESS ROAD: , 3.1 GENERAL: A. CLEAR, GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SO*IFY TO A PART 1 - GENERAL DEPTH OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL A BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL BE CORRECTED. CONTRACTOR SHALL PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT. SUBGRADE MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE PREPARATION, AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. EVENT OF A RAIN EVENT, THE SITE CAN PROPERLY DRAIN AT ANY nME B. THE SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF A 1.1 REFERENCES: B PRIOR TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES. GRADES, ELEVATIONS, AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. IÂ·rEJP'~YONOF IMPE~I'suBGIDJ is UFtsZ IHE AGEOTErnLE FABRIC (61!RAFI R at&t A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. Â£2..m"/"*-I-~// CURRENT EDITION) C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE 500Xi) AT LOCATIONS INDICATED ON THE PLAN BY ROLUNG THE FABRIC OUT LONGITUDINALLY ALONG .-. OTHER DEBRIS, AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE GROUND SURFACE. ROLL IN A SINGLE OPERATION AND ROLL IT OUT AS SMOOTHLY AS POSSIBLE. B ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 188 INVERNESS DRIVE WEST 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE 1. GEOTEXTILE FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION) ORIGINAL- GROUND SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR THE CENTERLINE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. SUITE 400 PROTRUDING THROUGH THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN ENGLEWOOD, CO 80112 1.2 INSPECTION AND TESTING: LESS THAN 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET DEPTH OF ROOTS AND OTHER DEBRIS. WIDE. A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK SHALL BE COORDINATED BY THE SUBCONTRACTOR. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A . THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR. THE INSPECTIONS SHALL MATERIALS ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL BE CARRIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED ON TOP OF THE NEW ROLL, AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. AND/OR CALLED FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST THE 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM L--17 REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK CLEARING, GRUBBING, AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. 3. ALL GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN INACCESSIBLE OR DIFFICULT TO INSPECT. D. ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE LONGITUDINAL SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAh/IS AT A MINIMUM OF 5-FOOT INTERVALS. BLACK & VEATCH 1.3 SITE MAINTENANCE AND PROTECTION: AND DISPOSED OF IN AN AUTHORIZED LANDFILL. BURNING OF DEBRIS WILL NOT BE PERMITTED. A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY D. THE AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 THE SUBCONTRACT. THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND INCHES (COMPACTED) IN THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT END-DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED 4600 SOUTH SYRACUSE STREET B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY AGGREGATE. THE FIRST UFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO SUITE 800 TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE PLANS. COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE DENVER, COLORADO 80237 DESIGNATED FOR MODIFICATION OR REMOVAL. AGGREGATE, BE PERMIUED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE F. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED GEOTEXTILE FABRIC. C. KEEP SITE FREE OF PONDING WATER. AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT Of THE MAXIMUM D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. 3.2 BACKFILL: PNEUMATIC-TIRED ROLLER, OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR PROJECT/PHASE NO: 129051/8133 DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM 01557. A TAMPING ROLLER, E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICES A. AFTER COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM DRAWN BY: BCP COMPACTION PROCEDURES. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO OR TANDEM ROLLER. CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. RESTORE THE REQUIRED FINISHED GRADE. 3.6 FINISH GRADING CHECKED BY: NCP F. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE RFDS: 2.00 SERVICES HAVE BEEN PROVIDED. DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION, GRADING SHALL PROPERLY 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL BLEND WITH SURROUNDING TOPOGRAPHY AND STRUCTURES 1. NOTICE TO ENGINEER SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRIOR TO OUTAGE, LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE B. IF DEEMED SUITABLE PER GEOTECHNICAL ENGINEER. UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION 282L1=_BRQUI,ILIS DEPTH. FOR THE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS 1, ll, Ill OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR 3, IF THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED ROCKS LARGER THAN THREE (3) INCHES IN ANY DIMENSION. DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL IF APPUCABLE, TOP OF SOIL STABILIZER FABRIC. 2 2 NON-POROUS GRANUlAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS Ill, IVA OR IVB) COARSE TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK ANY DIMENSION. TO THEIR ORIGINAL- CONDITION. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY 2 3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR Il) COARSE AGGREGATE DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM 0698. 3.7 ASPHALT PAVING: SHALL BE PERFORMED PER COLORADO DEPARTMENT OF TRANSPORTATION (CDOT), DIVISION FREE FROM FROZEN LUMPS. REFUSE. STONES. OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER. OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 33 TRENCH EXCAVATION: 400 - CDOT PAVEMENT STANDARDS AND SPECIFICATIONS. 0 02/09/17 ISSUED FOR CONSTRUCTION 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR A. UTILITY TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL IS REQUIRED. DIRECTED BY THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, REV DATE DESCRIPTION AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. 2,5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (CLASSIFIED AS SE OR SW-SM SOILS). B. THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE <<9529% Nix Y. I OUTERMOST CONDUIT. 2,6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASâ„¢ D2940. /4/*ADO L/441 34 TRENCH BACKFILL: 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING ,>f O . +21 REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER. WOOD, STONES IN EXCESS A. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. 37 6./ ...Skta c. 43 *10 OF 3 INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH. CH, OH, 4 0 :4 ML, AND OL B. PROVIDE GRANULAR BIDDING MATERIAL IN ACCORDANCE WITH THE PLAN AND THE UTILITY REQUIREMENTS. 3 :9 3.1 0 0 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKALL AND COMPACT TRENCH BEFORE PE.0049852 : ACCEPTANCE TESTING. 2.9 PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM D. PLACE GRANULAR TRENCH BACKF ILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH THICKNESS OF 0.004" TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND UNCOMPACTED LIFTS AND TO 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO 47' ......... 7 MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A SPACE AROUND CONDUITS. 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 E. PROTECT CONDUIT FROM LATERAL- MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. <~RiONAL~*-42/ SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILrrIES. 44S33~Sg--/ F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM 8-INCH THICK LOOSE LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. 02/09/2017 G. COMPACT THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ;T IS A VIOLATION OF LAW FOR ANY PERSON, PROVIDED BY THE STANDARD PROCTOR TEST, ASTM 0698. UNLESS THEY ARE ACPNG UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT ASPEN HIGHLANDS C0L04136 77 PROSPECT ROAD ASPEN, CO 81611 LTE - 2C SHEET TITLE GENERAL SITE WORK AND DRAINAGE NOTES SHEET NUMBER GN-3 GENERAL CONCRETE WORK NOTES D EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING , CONCRETE PLACEMENT AND CONSOUDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY EABLJ=-GENEBAL SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT, 1.1 SCOPE: 3.3 REINFORCEMENT PLACEMENT: A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, 0="<' at&t CURING, AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS. A. PLACE REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH ACI 301 AND ACI 318. .rÂ·/9 1.2 REFERENCES: 0463.:i.... B. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM A. ACI (AMERICAN CONCRETE INSTITUTE) WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS. 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. C. SPUCES OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. 188 INVERNESS DRIVE WEST SPLICES SHALL BE STAGGERED AND FULL DEVELOPMENT LENGTH SHALL BE PROVIDED ACROSS JOINTS. SUITE 400 2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE, ENGLEWOOD, CO 80112 3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318, 4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING, E. WELDING OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS STRICTLY PROHIBITED. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. 3.4 CONCRETE PLACEMENT: 6. ACI 309 STANDARD PRACTICE FOR CONSOLIDAMON OF CONCRETE. A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL 7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. TEMPORARY BRACING, TIES, AND CLEATS REMOVED: ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL 8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. FORMS PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND BLACK & VEATCH 8. THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE DIRT SHALL BE CLEANED OFF AND ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. REFERENCED IN THE ACI STANDARDS AND ARE A PART OF THIS SPECIFICATION. B. CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A 4600 SOUTH SYRACUSE STREET RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH PART 2 - PRODUCTS CONCRETE. CONCRETE PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION SUITE 800 UNTIL THE SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE-APPROVED BY DENVER, COLORADO 80237 2.1 REINFORCING MATERIALS ENGINEER. B. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET-STEEL BARS, PLAIN FINISH C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE , C. CONTRACTOR SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE PROJECT/PHASE NO: 129051/8133 OF REINFORCING STEEL AND WIRE FABRIC. CORNER OF THE FORMS SO AS TO ELIMINATE ALL AIR POCKETS AND VOIDS. 2.2 CONCRETE MATERIALS: BCP 35 FINISHING: DRAWN BY: A. PORTLAND CEMENT SHALL BE TYPE Il, CONFORMING TO ASTM C-150. A. FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302,1 SECTION 7.2 AND SHALL CHECKED BY: NCP INCLUDE A MINIMUM OF THREE TROWELINGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH B. AGGREGATE SHALL CONFORM TO ASTM C-33. TOLERANCE AS MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF Ff= 20 AND Fl = RFDS: 2.00 15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, Ff= 15 AND Fl=10. 1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. B. SURFACE OF FLOOR SLAB SHALL_ RECEIVE TWO COATS OF CLEAR SEALER/HARDNER. 2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF ACI 301. 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS 3.6 CURING OF ASTM C-33 GRADATION SIZE NO. 67. A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT C. WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, AND COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY CHLORIDES. ALKALI. SUGAR, VEGETABLE. OR OTHER DELETARIOUS SUBSTANCES. CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER CURING OF THE CONCRETE. D. THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-260 AND ACI 212. 1R AND A WATER-REDUCING ADMIXTURE COMPLYING WITH THE B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE REQUIREMENTS OF ASâ„¢ C-494 AND ACI 212.1 R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS ONE OF THE FOLLOWING MATERIALS OR METHODS: PROHIBITED. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. 0 02/09/17 ISSUED FOR CONSTRUCTION ACCEPTABLE MANUFACTURERS ARE: 1. PONDING OR CONTINUOUS SPRINKLING. REV DATE DESCRIPTION 1. W.R. GRACE ~ ' 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. ,-25>~ADO L/O.12 2. SIKA CORPORATION 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. \ 59161Xly 3. MASTER BUILDERS 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 27 Afr 4. EUCLID CHEMICAL COMPANY 5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES FAHRENHEIT OR VAPOR MIST BATH. /O â€¢+ E. CURING COMPOUND SHALL CONFORM TO ASTM 0309, TYPE I, ID, CLASS A AND B, AND ASTM C171 AS ep. SCA APPLICABLE. 6. CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION :r 1\ u ID 2.3 CONCRETE MIX: C, THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, ~ -i z PE.0049852 : 44 NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE A. PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF IS ABOVE 50 DEGREES' FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4.000 PSI SHALL BE USED. SHALL BE PREVENTED. ,~let- , B THE CONCRETE M]X SHAL-L BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF :Uus.92 DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY PLACED SHALL BE USED. C. ALL CONCRETE SHALL HAVE THREE (3) TO AVE (5) PERCENT ENTRAINED AIR. D. ALL STRUCTURAL CONCRETE SHALL COINTAIN A WATER-REDUCING AGENT. 02/09/2017 JT IS A VIOLAION OF LAW FOR ANY PERSON, PART 3 - EXECUTION UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL- ENGINEER. 3.1 GENERAL TO ALTER THIS DOCUMENT A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. 8. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. ASPEN HIGHLANDS C. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. C0L04136 3.2 INSERTS, EMBEDDED COMPONENTS. AND OPENINGS: 77 PROSPECT ROAD A. CONTRACTOR SHALL CHECK ALL CIVIL ARCHITECTURAL, STRUCTURAL. AND ELECTRICAL DRAWINGS FOR ASPEN, CO 81611 OPENINGS, SLEEVES. ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE INCORPORATED INTO THE LTE - 2C CONCRETE WORK. B. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES. SLOTS, CHASES, ANCHORS, INSERTS. AND OTHER ITEMS TO BE EMBEDDED, SHEET TITLE C, EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION. ALIGNMENT, ELEVATION AND PLUMBNESS. GENERAL CONCRETE LOCATED AND MEASURED FROM ESTABUSHED SURVEYED REFERENCE BENCHMARKS. WORK NOTES SHEET NUMBER GN-4 GENERAL STRUCTURAL STEEL NOTES 3, WELDED CONSTRUCTION SHALL COMPLY WITH AWS 01.1 FOR PROCEDURES, APPEARANCE, QUAUTY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK, PART 1 - GENERAL 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED 0-0*4 1 1.1 SCOPE: CONNECTIONS. A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. OF THE AISC-ASD SPECIFICATION. *=2 at&t 1.2 REFERENCES: 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8" THICK MINIMUM. .~--- A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 3.2 PRIMING STRESS DESIGN (ASD). 188 INVERNESS DRIVE WEST A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SUITE 400 B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ENGLEWOOD, CO 80112 ASTM A36: STRUCTURAL STEEL ASTM A53 PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-SP3, "POWER TOOL CLEANING. ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE IN THE ASD MANUAL OF STEEL CONSTRUCTION. ASâ„¢ A307: CARBON STEEL BOLTS AND STUD, 60,000 P.S.I. TENSILE STRENGTH. ASTM A325: HIGH -STRENGTH 80LT FOR STRUCTURAL STEEL JOINTS. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER S POT-LIFE REQUIREMENTS ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1 035MPA) TENSILE STRENGTH. SHALL BE STRICTLY ADHERED TO. ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ASTM A563: CARBON AND ALLOY STEEL NUTS. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL. MANUFACTURER, PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES ASTM F436: HARDENED STEEL WASHERS. BLACK & VEATCH FAHRENHEIT, THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT. OR THE SURFACE TEMPERATURE IS ASTM F959 COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. LESS THAN 5 DEGREES FAHRENHEIT ABOVE THE DEW POINT. C. AMERICAN WELDING SOCIETY (AWS): F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE LIMITED 4600 SOUTH SYRACUSE STREET TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. SUITE 800 AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5Â· LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES, DENVER, COLORADO 80237 G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BUSTERS, DRY SPRAY, OR AWS Dl.1: STRUCTURAL WELDING CODE - STEEL. OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS CORNERS, EDGES, ETC.. TO OBTAIN THE REQUIRED NOMINAL FIL-M THICKNESS. USING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY AISC. H. DRY COAT FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILUMETERS PROJECT/PHASE NO: 129051/8133 E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. 1. IF THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP DRAWN BY: BCP SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT WITH MINIMUM DRY FILM THICKNESS OF 1,5 MILLIMETERS. CHECKED BY: NCP 1.3 SUBMI1TALS: 3.3 INSTALLATION: A. SUBMIT THE FOLLOWING FOR APPROVAL: RFDS: 2.00 A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE." 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, , AND ALL TOP STEEL ELEVATIONS B. STRUCTURAL_ FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION METHODS SHALL COMPLY WITH AWS 01.1. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS Dl.1 C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO PART 2 - PR0DlJCTS MASONARY WALLS AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. 2.1 STRUCTURAL STEEL: D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. A. SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A36, E. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM LOADS. REMOVE TEMPORARY CONNECnONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE A53. TYPE E OR S. GRADE B. AND THE FINAL CONNECTIONS HAVE BEEN MADE. 2.2 ANCHOR BOLTS: F. BEFORE ASSEMBLY ALIGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE PERMANENT CONTACT, BEFORE ASSEMBLY. A ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 0 02/09/17 ISSUED FOR CONSTRUCTION G. AS A MINIMUM, HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS REV DATE DESCRIPTION 2.3 BOLTS: DEFINED IN THE LATEST AISC SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE TENSION NOT LESS THAN SPECIFIED IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT. AND A HARDENED WASHER. FOLLOWING METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE .Â«41*04 TENSION-CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. B. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL 8.41 CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER C CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT Â¢1, (51, X.(~\ TURNED IN TIGHTENING. 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: p *6,39 A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. ,(342~:Lzed// PART 3 - EXECUTION ~iNNXÂ·S~~'~~~~ 3.1 FABRICATION. 02/09/2017 JT IS A VIOLATION OF LAW FOR ANY PERSON, A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATIONS, AND TO ALTER THIS DOCUMENT. AS INDICATED ON THE APPROVED SHOP DRAWINGS 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. ASPEN HIGHLANDS 3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO INTENDED LOCATION. C0L04136 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD 77 PROSPECT ROAD HANDLING OF MATERIALS. ASPEN, CO 81611 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, LTE - 2C BEFORE START OF FINISHING OPERATIONS. 6. THE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM MARKINGS, BURNS. AND OTHER DEFECTS. SHEET TITLE B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: GENERAL STRUCTURAL 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. STEEL NOTES USE 3/4 DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2 INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL ' SHEET NUMBER JOINTS USING ASTM A325 OR ASTM A490 BOLTS." GN-5 .. 1 g. 0 J 12. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRAPONS TO ALLOW FOR RACEWAYS AND CABLES GENERAL ELECTRICAL NOTES D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES , AND/OR PENETRATIONS IN FIRE RATED CONSTRUCnON SHALL BE EFFECTIVELY SEALED WITH FIRE 282L1_:n.GEN-EBAL 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, AT FLOOR PENETRATIONS SHALL BE INSTALLED TO PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND 1.1 GENERAL CONDITIONS: PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. .Â£-4. TYPES K2-(*)CS OR K2L-(*)CS (â€¢) LENGTH AS REQUIRED. A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY B. CONDUCTORS AND CABLE: QUESTIONS ARISING DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPL]CATIONS, INCLUDING b.044 WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, PRIOR TO THE AWARD OF THE CONTRACT. AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING .w.A at&t EQUIPMENT CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE ELECTRICAL POWER DESCRIEDQN 208/240/170 VOI T SYSTEMS 9~*di.....tr B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED SOURCE. PHASE A BLACK FOR THE CONSTRUCTION PERFORMANCE OF THE WORK UNDER THIS SECTION. PHASE B RED 3 8ACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. PHASE C BLUE C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE NEUTRAL WHITE 188 INVERNESS DRIVE WEST DIMENSIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED E. SYSTEM GROUNDING: GROUNDING GREEN SUITE 400 UNDER THIS SECTION. 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG 2. SPUCES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS ENGLEWOOD, CO 80112 1 2 LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES: BARE. SOLID. TINNED COPPER. ABOVE-GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE APPROVED FOR THIS PURPOSE. NOTED. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES. CONDUIT 2 GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE SECTION. STANDARD BUS BARS MGB SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND ' LATEST EDITIONS OF NEC. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL IDENTIFIED WITH MINIMUM 3/4" LETTERS BY STENCILING OR DESIGNATION PLATE. BOXES AND EQUIPMENT TO ALLOW FOR A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A 1.3 REFERENCES: MANNER TO AVOID TENSION ON CONDUCTORS AND/OR TERMINALS. CONDUCTORS SHALL BE PROTECTED 3. CONNECTORS SHALL BE HIGH CONDUCAVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROHIBITED. A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE CONNECTORS FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT DAMAGED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY SHRINK FOR MECHANICAL CONNECTIONS. USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS WINDOW AND CLEAR HEAT SHRINK FOR INTERIOR AND BLACK HEAT SHRINK FOR EXTERIOR. C. DISCONNECT SWITCHES: BLACK & VEATCH SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBUCATIONS. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, AND CONNECT TO WIRING SYSTEM AND GROUNDING 1 ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. SYSTEM AS REQUIRED. 4600 SOUTH SYRACUSE STREET 2. ASâ„¢ (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 5. GROUND RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH STRENGTH STEEL CORE D. GROUNDING: SUITE 800 AND ELECTROLYTIC GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x 10'-0". ALL 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES AS SHOWN ON DRAWINGS. 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE DENVER, COLORADO 80237 GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 6, INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T GROUNDING AND BONDING STANDARDS TP-76416, TP-76300, AND THE NATIONAL ELECTRICAL CODE. SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS, AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) F. OTHER MATERIALS: COMPLETE INSTALLATION. PROJECT/PHASE NO: 129051/8133 7. UL (UNDERWRITERS LABORATORIES. INC.) 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRI8ED, WHICH 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. GROUNDING DRAWN BY: BCP ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND 8. AT&T GROUNDING AND BONDING STANDARDS TP-76416 CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE CHECKED BY: NCP 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. TRANSIENT VOLTAGE RISES. 1.4 SCOPE OF WORK: 4. AT BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN RFDS: 2.00 G. PANELS AND LOAD CENTERS: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND TO ACHIEVE OPERATIONAL STATUS. 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWER GROUND RING, TO , THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #2 B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND PART 3 - EXECUTION AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE ALIGNED BY THE CONTRACTOR. BUILDING STEEL COLUMNS, THE LIGHTNING PROTECTION SYSTEM, AND/OR THE BUILDING MAIN WATER 3,1 GENERAL: LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHING, BACKFILLING, AND REMOVAL OF EXCESS SOIL, FILL, AND DEBRIS. A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE RECOMMENDATIONS. WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING SPECIFICATIONS. WHERE MANUFACTURER'S D. THE CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND TORQUING REQUIREMENTS ARE NOT AVAILABLE. TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING APPROVAL FROM THE JURISDICTIONAL AUTHORITIES. B. DURING INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. PROTECTED AGAINST DIRT, WATER. AND CHEMICAL OR MECHANICAL INJURY. E. IF APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS TO 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN POINTS TO THE EXISTING DOCUMENT ALL WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE 3.2 LABOR AND WORKMANSHIP. GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL 8E MADE BY THE AS-BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PARTY. A, ALL LABOR FOR THE INSTAL_LAnON OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL INSTRUCTIONS. SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN IN A NEAT AND WORKMAN-UKE MANNER. PART 7 - PRODUCTS 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION PRIOR TO PERMANENT 0 02/09/17 ISSUED FOR CONSTRUCTION 2.1 GENERAL: REQUIRED TO CONFIRM THE INTENDED PERFORMANCE. CONCEALMENT. REV DATE DESCRIPTION A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL LISTED, AND FREE FROM DEFECTS. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED 8. APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND AREAS/COMPONENTS WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED, . istÂ¢%11 9 Â·. B. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL AND READY FOR OPERATION. CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN Â£42. nn,. j ftlÂ· 3.3 COORDINATION: ALL FEEDER AND BRANCH CIRCUITS. 21 1/t C. ALL ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND SUITABLE FOR THE USE INTENDED. A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER-FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A 0 4 D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE SCHEDULED WORK. GROUND BUS. SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL '~~~ ~~ ~~; 3,4 INSTALLATION: 11. DIRECT-BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30" MINIMUM / VERIFY THAT AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL BELOW GRADE, OR 6" MINIMUM BELOW THE FROST LINE, USING THE GREATER OF THE TWO 4 J EQUIPMENT IN ACCORDANCE WITH ARDCLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER B. CONDUIT: DISTANCES. ; 4 THE GOVERNING JURISDICTION. 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN '421.:/-~ -1 .4,%~F 2.2 MATERIALS AND EQUIPMENT: SCHEDULE 40 PVC CONDUIT. LESS THAN 34" TRADE SIZE SHALL BE UTILIZED. A. CONDUIT: 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY 13, THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH ..Ve#% BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL- DAMAGE. MANUFACTURER'S INSTRUCTIONS. REMOVE SEAUNG TAPE FROM LEACHING AND BREATHER HOLES. 1. RIGID METAL- CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING INSTALL THE PROTECTIVE BOX FLUSH WITH GRADE. ENDS AND THREADS, AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. Â«Â¥\- 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24- UNDER ROADWAYS, PARKING 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL NON-TRAFFIC 14. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FEET FROM THE GROUND BAR AT THE BASE OF THE 4/XUSAL/)1 APPLICATIONS (REFER TO 2008 OR LASTEST NEC, TABLE 300,5). TOWER, INSTALL A SECOND GROUND BAR AT THE END OF THE ICE BRIDGE TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 02/09/2017 3. CONDUIT CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON, ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE-TIGHT PPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL 4, USE GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT BE INSTALLED ON ALL CONDUIT TERMINATIONS, MOVES OR VIBRATES, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT 15. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED ;T IS A VIOLAION OF LAW FOR ANY PERSON. FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, 4. NONMETALUC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING CONNECTION TO EQUIPMENT MOUNTED ON SUPPORTS TO ALLOW FOR EXPANSION AND CONTRACTION. TO ALTER THIS DOCUMENT 3.5 ACCEPTANCE TESTING: SOLVENT-CEMENT-TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE B. CONDUCTORS AND CABLE: EQUIVALENT OF THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL USTED A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. WRITTEN TEST REPORTS UPON COMPLETION. 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT ASPEN HIGHLANDS THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED ON PLANS THE MINIMUM SIZE CONDUCTOR USED SHALL 8E #12 AWG. PROVIDE A SMOOTH INSIDE SURFACE, REQUIREMENTS, THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE C0L04136 PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS. 77 PROSPECT ROAD 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED. #8 AWG AND LARGER 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF C. TEST PROCEDURES: ASPEN, CO 81611 CONDUCTORS SHALL BE STRANDED, MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECT1ON TO DEVICES. LTE - 2C 3. SOLDERLESS COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR CONDUCTORS. 8. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE ONE MINUTE USING 1,000VOLT DC. CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND 4, STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER SHEET TITLE DEBRIS. BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. POLARITY CONNECTIONS. 9 INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUNS IDENTIFY PULL STRINGS AT EACH END. 5, ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND GENERAL ELECTRICAL J-BOXES, EQUIPMENT. CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, 10. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND NEUTRALS. SU8h/liT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES TO APPROPRIATE PARTS. NOTES BRADY, OR APPROVED EQUAL). CONDUCTORS. 4. PERFORM GROUNDING TEST TO MEASURE RESISTANCE OF GROUNDING SYSTEM USING THE IEEE C. DISCONNECT SWITCHES: 11. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECDON OF TRAPPED STANDARD 3-POINT 7ALL-OF-POTENTIAC METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION CONDENSATION. SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. SHEET NUMBER 1 DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D, OR ENGINEERED APPROVED GN-6 EQUAL, . . 22 ~ccelerated Â® ~1 Tower BLACK & VEATCH ~ Engineering Date: December 16, 2016 Cole Mossman Shawn D. Cook, P.E. Black & Veatch Accelerated Tower Engineering LLC 4600 S. Syracuse St, Suite 300 4710 Portofino Drive Denver, CO 80237 Longmont, CO 80503 MossmanC@bv.com (479) 530-8627 shawn.cook@atowerenq.com Subject: Structural Opinion Letter Carrier Designation: AT&T Mobility Carrier Site Number: 113891 Carrier Site Name: RITZ-CARLTON CLUB (COL04136 - 2C) AT&T Towers Designation: Site Number: 113891 Site Name: RITZ-CARLTON CLUB Engineering Firm Designation: ATE Project Number: 019420160178 Site Data: 75 Prospector Road, Aspen, CO 81611, Pitkin County Latitude 39Â°10'53.8", Longitude -106Â°51'25.1" 67 Foot Roof Top Site Dear Cole Mossman, Accelerated Tower Engineering, LLC is pleased to submit this "Structural Opinion Letter" for the structural integrity of the existing building structure. The purpose of the opinion letter is to determine the adequacy of the existing building structure with the addition of proposed equipment as specified in the construction drawings Rev.A prepared by Black & Veatch, issued on 12/13/16 and RFDS loading form Rev.2.00, dated 08/31/16. Proposed Equipment Removed Equipment (2) Batteries (DC Power Plant) (3) Powerwave P65-16-XLH-RR (1) BCEM Card (LTE Rack) (3) Quintel QS46512-2 (3) Alcatel-Lucent B66A-RRH4x45 A loading comparison between the passing building structure analysis completed by M.D. Miller, Ltd, dated 04/04/11 and the proposed loading was completed to determine the effect on the structural integrity of the existing building structure. This analysis was assumed to be complete and accurate for all relevant structural members. Based upon this comparison; we have determined the existing building structure !2 sufficient to support the proposed condition. We at the Accelerated Tower Engineer, LLC appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted, #29.Â·< o AN/62; 21 le Shawn D. Cook, P.E. -/e~M ti947561 j Structural Engineer . M k t. 0 CO PE#: 47561 /012116~16:~~- 9%........... G. a/ONAL EN ,â‚¬6OK Land Title Guarantee Company CUSTOMER DISTRIBUTION Date: 03 27 2017 Our Order Number: ACT62003623*1 Property Address: 133 PROSPECTOR ROAD, ASPEN, CO (SITE NUMBER COU4136/ FA #10148150) ASPEN CO 81611 BLACK & VEATCH CORPORATION LAND TITLE GUARANTEE COMPANY 6300 S SYRACUSE WAY 3033 E 1ST AVE #600 SUITE 300 PO BOX 5440 CENTENNIAL, CO 80111 DENVER, CO 80206 Attn: ETHAN GOODWIN Attn: CHARLIE CARTWRIGHT Phone: 720-834-4248 Phone: 303-321-1880 Copies: 1 Fax: 303-322-7603 EMail: goodwine@bv.com Copies: 1 Linked Commitment Delivery EMail: ccartwright@ltgc.com Linked Commitment Delivery If you have any inquiries or require further assistance, please contact Commercial Title - Linda Stafford Phone: 303-850-4180 Fax: 303-393-4824 Form DELIVERY.LP LTG Policy No. CTIB62003623*1 Form PIB/ORT CELL TOWER INFORMATION BINDER This Policy is issued in lieu of Policy No. LTAQ62003623 which is(are) hereby cancelled. Our Order No. ACT62003623*1 Liability: $75,000.00 Fee: $0.00 Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Binder, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a Corporation, herein called the Company, GUARANTEES BLACK & VEATCH CORPORATION herein called the Assured, against loss, not exceeding the liability amount stated above, which the assured shall sustain by reason of any incorrectness in the assurance which the Company hereby gives that, according to the public records as of March 10, 2017 at 5:00 P.M. 1. Title to said estate or interest at the date hereof is vested in: ASPEN HIGHLANDS CONDOMINIUM ASSOCIATION, INC. 2. The estate or interest in the land hereinafter described or referred to covered by this Binder is: A Fee Simple Land Title Guarantee Company Representing Old Republic National Title Insurance Company LTG Policy No. CTIB62003623*1 Form PIB/ORT Our Order No. ACT62003623*1 3. The land referred to in this Binder is situated in the State of Colorado, County of PITKIN described as follows: COMMON AREA, ASPEN HIGHLANDS CONDOMINIUMS, PHASE I, ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 11, 2001 IN PLAT BOOK 56 AT PAGE 24 AND FURTHER DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION RECORDED JANUARY 11, 2001 UNDER RECEPTION NO. 450454. COUNTY OF PITKIN, STATE OF COLORADO. 4. The following documents affect the land: 1. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 18, 1892 IN BOOK 55 AT PAGE 20, AND RECORDED APRIL 07, 1903 IN BOOK 55 AT PAGE 507. 2. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 25, 1957 IN BOOK 181 AT PAGE 506. 3. EASEMENTS AND RIGHTS OF WAY FOR WATER PIPELINE PURPOSES AS SET FORTH IN INSTRUMENTS RECORDED JUNE 10, 1960 IN BOOK 191 AT PAGE 15, AND RECORDED SEPTEMBER 18, 1961 IN BOOK 195 AT PAGE 231. 4. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 97-167 RECORDED SEPTEMBER 30, 1998 AT RECEPTION NO. 422629, AND RESOLUTION NO. 39 (SERIES OF 1998) RECORDED OCTOBER 05, 1998 UNDER RECEPTION NO. 422779, AND RESOLUTION NO. 98-79 RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423268. Land Title Guarantee Company Representing Old Republic National Title Insurance Company LTG Policy No. CTIB62003623* 1 Form PIB/ORT Our Order No. ACT62003623*1 4. The following documents affect the land: (continued) 5. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 28, 1981 IN BOOK 407 AT PAGE 648, AND ASSIGNMENTS THEREOF RECORDED DECEMBER 13, 1993 IN BOOK 734 AT PAGE 685, AND RECORDED DECEMBER 13, 1993 IN BOOK 734 AT PAGE 848. 6. TERMS, CONDITIONS AND PROVISIONS OF ORDER OF INCLUSION IN ASPEN CONSOLIDATED SANITATION DISTRICT RECORDED DECEMBER 09, 1997, UNDER RECEPTION NO. 411462. 7. TERMS, CONDITIONS AND PROVISIONS OF SPECIAL COVENANTS, CONDITIONS AND RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RECORDED OCTOBER 27, 1997, UNDER RECEPTION NO. 409939. 8. EASEMENTS AND RIGHTS OF WAY FOR SNOW MAKING LINE, JONES DRAWOFF PIPE, TELEPHONE LINES, AND CABLE TV LINES AS CONSTRUCTED AND IN PLACE AS SET FORTH ON THE SURVEY OF A PORTION OF SUBJECT PROPERTY PREPARED BY SCHMUESER GORDON MEYER INC., DATED SEPTEMBER 21, 1997. 9. EASEMENTS, RIGHTS OF WAY, TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS CONTAINED IN EASEMENT AGREEMENT (BLOCK D), RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423258. 10. EASEMENT, RIGHTS OF WAY, TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS CONTAINED IN SKI EASEMENT AGREEMENT RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423259. 11. TERMS, CONDITIONS AND PROVISIONS OF RAW WATER AGREEMENT, IRRIGATION, RECORDED OCTOBER 05, 1998 AT RECEPTION NO. 422780. 12. TERMS, CONDITIONS AND PROVISIONS OF WATER SERVICE AGREEMENT RECORDED OCTOBER 05, 1998 AT RECEPTION NO. 422782, AND FIRST ADDENDUM THERETO RECORDED OCTOBER 05, 1998, UNDER RECEPTION NO. 422783. 13. TERMS, CONDITIONS, AND PROVISIONS OF SUBDIVIDER'S AGREEMENT RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423271. LTG Policy No. CTIB62003623*1 Form PIB/ORT Our Order No. ACT62003623*1 4. The following documents affect the land: (continued) 14. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423272. 15. TERMS, CONDITIONS AND PROVISIONS OF PLANNED UNIT DEVELOPMENT GUIDE RECORDED OCTOBER 15, 1998 AT RECEPTION NO. 423274, AND RESOLUTION 98-254 RECORDED AUGUST 25, 1999 AS RECEPTION NO. 434844. 16. TERMS, CONDITIONS AND PROVISIONS OF PRECONNECTION AGREEMENT RECORDED OCTOBER 15, 1998 AT RECEPTION NO. 423276. 17. TERMS, CONDITIONS AND PROVISIONS OF COLLECTION SYSTEMS AGREEMENT RECORDED OCTOBER 15, 1998 AT RECEPTION NO. 423277. 18. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND RESTRICTIONS AS CONTAINED IN THE DETAILED SUBMISSION PLAN RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423269, AND AS SET FORTH ON THE DETAILED SUBMISSION PLAN MAPS RECORDED OCTOBER 15, 1998 IN PLAT BOOK 46 AT PAGE 44. 19. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE PLAT OF ASPEN HIGHLANDS VILLAGE PUD, RECORDED OCTOBER 15, 1998 IN PLAT BOOK 47 AT PAGE 1, AND AS SHOWN ON THE SUPPLEMENTAL PLAT RECORDED SEPTEMBER 28, 1999 IN PLAT BOOK 51 AT PAGE 41, AS RECEPTION NO. 436003. 20. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS CONTAINED IN CONCERNING PARKING FACILITIES AS EVIDENCED BY MEMORANDUM OF AGREEMENT RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423279. 21. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND RIGHTS OF WAY AS SET FORTH IN INSTRUMENTS RECORDED OCTOBER 15, 1998, UNDER RECEPTION NO. 423281. 22. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF CITY OF LTG Policy No. CTIB62003623*1 Form PIB/ORT Our Order No. ACT62003623*1 4. The following documents affect the land: (continued) ASPEN, EASEMENT AGREEMENT (MAROON CREEK PIPELINE) RECORDED OCTOBER 15, 1998 AS RECEPTION NO. 423282. 23. TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED JANUARY 11, 1999 AT RECEPTION NO. 426421. 24. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 99 127 RECORDED AUGUST 12, 1999 AT RECEPTION NO. 434364, AND RERECORDED AUGUST 30, 1999 AS RECEPTION NO. 435034. 25. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF SUCCESSOR DESIGNATION RECORDED SEPTEMBER 30, 1999 AS RECEPTION NO. 436130. 26. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF ORDINANCE #8 (SERIES OF 2000), RECORDED MAY 01, 2000 AS RECEPTION NO. 442835. 27. ANY AND ALL EASEMENTS, RIGHTS OF WAY, PLAT NOTES AND ANY AND ALL OTHER MATTERS AS SHOWN ON THE ASPEN HIGHLANDS VILLAGE P.U.D. ANNEXATION NO. 1 PLAT RECORDED MAY 01, 2000 IN PLAT BOOK 53 AT PAGE 12. 28. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF MEMORANDUM, REGARDING HIGH SCHOOL LIFT TOWERS, RECORDED AUGUST 30,2000 AS RECEPTION NO. 446537. 29. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF GRANT OF EASEMENT RECORDED NOVEMBER 20,2000 AS RECEPTION NO. 448998. 30. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS, AND OBLIGATIONS OF ORDINANCE #35, SERIES OF 2000 RECORDED NOVEMBER 28,2000 AS RECEPTION NO. 449206. 31. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF ORDINANCE #36, SERIES OF 2000 RECORDED NOVEMBER 28,2000 AS RECEPTION NO. 449207. 32. TERMS, AGREEEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF DEDICATION AND ASSUMPTION EASEMENT AGREEMENT RECORDED DECEMBER 13, 2000 AS RECEPTION NO. 449654. LTG Policy No. CTIB62003623*1 Form PIB/ORT Our Order No. ACT62003623*1 4. The following documents affect the land: (continued) 33. ANY AND ALL EASEMENTS, RIGHTS OF WAY, PLAT NOTES AND ALL OTHER MATTERS AS SHOWN ON THE PLAT OF ASPEN HIGHLANDS CONDOMINIUMS, A COLORADO COMMON INTEREST CONDOMINIUM, ACCORDING TO THE PLAT RECORDED JANUARY 11, 2001 IN PLAT BOOK 56 AT PAGE 24, AS RECEPTION NO. 450455 AND FIRST AMENDMENT RECORDED JANUARY 27 2005 IN PLAT BOOK 72 AT PAGE 6. 34. TERMS, AGREEMENTS, PROVISIONS, RESTRICTIONS, CONDITIONS AND OBLIGATIONS AS SHOWN IN THE DECLARATION OF CONDOMINIUM FOR ASPEN HIGHLANDS CONDOMINIUMS, ASPEN HIGHLANDS VILLAGE, CITY OF ASPEN, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RECORDED JANUARY 11, 2001 AS RECEPTION NO. 450454, AND AS AMENDED IN INSTRUMENT RECORDED JULY 02, 2001, UNDER RECEPTION NO. 456026, AND AS AMENDED IN INSTRUMENT RECORDED OCTOBER 09, 2001, UNDER RECEPTION NO. 459556, AND AS AMENDED IN INSTRUMENT RECORDED JANUARY 27,2005, UNDER RECEPTION NO. 506406 AND FIRST SUPPLEMENT RECORDED JUNE 11, 2002 UNDER RECEPTION NO. 468555. 35. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF CENTRAL PLANT AGREEMENT RECORDED JANUARY 17, 2001 AS RECEPTION NO. 450594. 36. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS OF OCCUPANCY AND RENTAL/RESALE DEED RESTRICTION AND AGREEMENT FOR ASPEN HIGHLANDS VILLAGE AFFORDABLE HOUSING RECORDED JANUARY 12, 2001 AS RECEPTION NO. 450494. 37. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF ACCEPTANCE RECORDED FEBRUARY 01, 2001 AT RECEPTION NO. 451133. 38. TERMS, CONDITIONS AND PROVISIONS OF SURVEY MONUMENT RECORD RECORDED JUNE 11, 2002 AT RECEPTION NO. 468556 AND RECORDED JUNE 11 2002 UNDER RECEPTION NO. 468557. 39. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED JUNE 11, 2002 AT RECEPTION NO. 468562. 40. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN AGREEMENT TO MODIFY UTILITY EQUIPMENT AND ACCESS EASEMENT RECORDED APRIL 27, 2015 UNDER RECEPTION NO. 619368. LTG Policy No. CTIB62003623*1 Form PIB/ORT Our Order No. ACT62003623*1 4. The following documents affect the land: (continued) 41. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN FOURTH AMENDED AND RESTATE CITY OF ASPEN DISCLOSURE STATEMENT RECORDED NOVEMBER 13, 2014 UNDER RECEPTION NO. 615359. NOTE: THIS BINDER DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR REPRESENTATION OF SAID RIGHTS, RECORDED OR NOT. NOTE: THIS BINDER IS NOT A REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS THAT ARE SET FORTH IN CRS 24 65.5 103. Cell Tower Information Binder CONDITIONS AND STIPULATIONS 1. Definition of Terms The following terms when used in this Binder mean: (a) "Land": The land described. specifically or by reference, in this Binder and improvements affixed thereto which by law constitute real property; (b) "Public Records": those records which impart constructive notice of matters relating to said land: (c) "Date": the effective date; (d) "the Assured": the party or parties named as the Assured in this Binder, or in a supplemental writing executed by the Company; (e) "the Company" means Old Republic National Title Insurance Company, a Minnesota stock company. 2. Exclusions from Coverage of this Binder The company assumes no liability including cost of defense by reason of the following: (a) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records: taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. (b) Unpatented mining claims: reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. (c) Title to any properly beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property. rights or easements are expressly and specifically set forth iii said description. (d) Mechanic's lien(s),judgment(s) or other lien(s). (e) Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered or agreed to by the Assured; (b) not known to the Company, not recorded in the Public Records as of the Date, but known to the Assured as of the Date; or (c) attaching or creating subsequent to the Date. 3. Prosecution of Actions (a) The Company shall have the right at its own costs to institute and prosecute any action or proceeding or do any other act which in its opinion may be necessary or desirable to establish or confirm the matters herein assured; and the Company may take any appropriate action under the terms of this Binder, whether or not it shall be liable thereunder and shall not thereby concede liability or waive any provision hereof. (b) In all cases where the Company does not institute and prosecute any action or proceeding, the Assured shall permit the Company to use, at its option, the name of the Assured for this purpose. Whenever requested by the Company, the Assured shall give the Company all reasonable aid in prosecuting such action or proceeding, and the Company shall reimburse the Assured for any expense so incurred. 4. Notice of Loss - Limitation of Action A statement in writing of any loss or damage for which it is claimed the Company is liabile under this Binder shall be furnished to the Company within sixty days after such loss or damage shall have been determined, and no right of action shall accrue to the Assured under this Binder until thirty days after such statement shall have been furnished, and no recovery shall be had by the Assured under this Binder unless action shall be commenced thereon with two years after expiration of the thirty day period. Failure to furnish the statement of loss or damage or to commence the action within the time herinbefore specified, shall be conclusive bar against maintenance by the Assured of any action under this Binder. 5. Option to Pay, Settle or Compromise Claims The Company shall have the option to pay, settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Such payment or tender of payment of the full amount of the Binder shall terminate allliability of the Company hereunder. Copyright 2006-2011 American land Title Association. All rights reserved. The use of this form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. CTIB.ORT Cover Page lof2 6. Limitation of Liability - Payment of Loss (a) The liability of the Company under this Binder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurances herein set forth, but iii no event shall the liabiity exceed the amount of the liability stated on the face page hereof. (b) The Company will pay all costs imposed upon the Assured in litigation carried on by the Company for the Assured, and all costs and attorney' s fees in litigation carried on by the Assured with the written authorization of the Company. (c) No claim for loss or damages shall arise or be maintainable under this Binder (1) if the Company after having received notice of any alleged defect, lien or encumbrance not shown as an Exception or excluded herein removes such defect, lien or encumbrance within a reasonable time after receipt of such notice, or (2) for liability voluntarily assumed by the Assured in settling any claim or suit without written consent of the Company. W) All payments under this Binder, except for attorney' s fees as provided for in paragraph 6(b) thereof, shall reduce the amount of the liability hereunder pro tanto, and no payment shall be made without producing this Binder or an acceptable copy thereof for endorsement of the payment unless the Binder be lost or destroyed, in which case proof of the loss or destruction shall be furnished to the satisfaction of the Company. (e) When liability has been definitely fixed in accordance with the conditions of this Binder, the loss or damage shall be payable within thirty days thereafter. 7. Subrogation Upon Payment or Settlement Whenever the Company shall have settled a claim under this Binder, all right of subrogation shall vest in the Company unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Binder not been issued. If the payment does not cover the loss of the Assured, the Company shall be subrogated to the rights and remedies iii the proportion which the payment bears to the amount of said loss. The Assured, if requested by the Company. shall transfer to the Company all rights and remedies against any person or proprty necesary in order to perfect the right of subrogation, and shall permit the Company to use the name of the Assured in any transaction or litigation involving the rights or remedies. 8. Binder Entire Contract Any action or actions or rights of action that the Assured may have or may bring against the Company arising out of the subject matter hereof must be based on the provisions of this Binder. No provision or condition of this Binder can be waived or changed except by a writing endorsed or attached hereto signed by the President, a Vice President, the Secretary, an Assistant Secretary or other validating officer of the Company. 9. Notices. Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401, (612) 371-1111. 10. Arbitration Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. ANTI-FRAUD STATEMENT: Pursuant to CRS 10-1 128(6)(a), it is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, lines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory agencies. This anti-fraud statement is affixed and made a part of this policy. Issued through the Office of: ,.';,LTITÂ£64'' t Url cre- LAND TITLE GUARANTEE COMPANY / 533 E HOPKINS #102 * 41 Mark Bilbrey ASPEN, CO 81611 President E<* Gb *13 / 303-850-4180 . ~ 11, * 0, C O 2/94 * * * 7/ '5,070. }42 Rande Yeager Secretary At:J:I:lure PIB.ORT Cover Page 2 of 2 = LAND TITLE GUARANTEE COMPANY INVOICE Land Title GUARANTEE COMPANY WwW.LTGC C o M Customer Reference No. Record Owner: ASPEN HIGHLANDS CONDOMINIUM ASSOCIATION, INC. Property Address: 133 PROSPECTOR ROAD, ASPEN, CO (SITE NUMBER COU4136/ FA #10148150) ASPEN CO 81611 When referring to this order, please reference our Order No. ACT62003623*1 Date: March 27, 2017 -CHARGES- Cell Tower Information Binder $0.00 --Total-- $0.00 Payment is due within 30 days from the date on which the Guarantee is issued. If payment is not received within 30 days of that date, the Guarantee and all coverages thereunder shall be cancelled. Please make checks payable to: LAND TITLE GUARANTEE COMPANY 533 E HOPKINS #102 ASPEN, CO 81611 002?Â· 1-Jj Â¥ . AS U CITYOF_ASPEN_COMMUNITY DEVELOPMENT DEPARTMEN_~ RETAil, i-,R PER@,ANENT RECORD Agreement to Pay Application Fees FEB 28 2017 An agreement between the City of Aspen ("City") and CITY OF ASPEN Property Phone No.: 949-471-3880 TY DEVELOMENT Laura Castro on behalf of AT&T Owner ('1"): Property Owner- Aspen Condominium Associatic~nail: CastroL@bv.com Address of Billing 77 Prospector Rd. Property: Address: (Subject of Aspen, CO 81611 5 Peters Canyon Rd. Suite 300 (send bills here) Irvine, CA 92606 application) I understand that the City has adopted, via Ordinance No., Series of 2011, review fees for Land Use applications and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for payingall fees forthis development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $. flat fee for . $. flat fee for $. flat fee for $. flat fee for For Deposit cases only: The City and I understand that because of the size, nature orscope of the proposed project, it is not possible atthistimeto know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered bythe City as being received by me. 1 agree to remit payment within 30 days of presentation of an invoice bythe City for such services. Ihave read, understood, and agree to the Land Use Review Fee Policy including consequences for no-payment. I agree to pay the following initial deposit amounts forthe specified hours of staff time. I understand that payment of a deposit does not render and application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, 1 agree to payadditional monthly billingstothe City to reimbursethe City for the processing of myapplication atthe hourly rates hereinafter stat# 4 975.00 3 $ deposit for hours of Community Development Department staff time. Additional time above thedeposit amount will be billed at $325.00 perhour. $ depositfor hoursof Engineering Department stafftime. Additional time abovethe deposit amount will be billed at $325.00 per hour. City of Aspen: Property Owner: (Applicant) on behalf of AT&T Jessica Garrow, AICP Community Development Director Name: Laura Castro agent for Black & Veatch le & City Use: Title: Site Acquisition Facilitator Fees Due: $ Received $ March, 2016 Citv of ADen I 130 S. Galena St. I (970) 920 5050 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT ATTACHMENT 2 - LAND USE APPLICATION 0027Â· 20(7. Aul PROJECT: Name: Aspen Highlands Condominium Association, Inc. 75 Prospector Rd. Aspen, CO 81611 Location: Parcel ID#(REQUIRED) 2735-14-2-13-802 APPLICANT: Laura Castro (agent for AT&T) Name: 5 Peters Canyon Rd. Suite 300 Irvine, CA 92821 Address: 949-371-3880 Phone #: REPRESENTIVATIVE: Same as above Name: Address: Phone#: [2 GMQS Exemption Â£ Conceptual PUD C] Temporary Use U GMQS Allotment j Final PUD (& PUD Amendment) Special Review Subdivision El Conceptual SPA ~ ESA-8040 Greenline, Stream ~ Subdivision Exemption (includes Â£ Margin, Hallam Lake Bluff, Condominiumization) 2 Mountain View Plane U Final SPA (&SPA Â£ Commercial Design Review D Lot Split Amendment) U Residential Design Variance F-1 Lot Line Adjustment Â£ Small Lodge Conversion/ Expansion 1 Conditional Use Other: E <ISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) Please see site construction drawings included which contain existing and proposed layout. PROPOSAL: (Description of proposed buildings, uses, modifications, etc.) AT&T is proposing to make modifications to an existing wireless facility Have you attached the following? FEES DUE:$ 975.00 CE] Pre-Application Conference Summary ~ Attachment #1, Signed Fee Agreement CE Response to Attachment #3, Dimensional Requirements Form ~ Response to Attachment #4, Submittal Requirements - including Written Responses to Review St aRECEWED Â£ 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-ap~i JiÂ°~ fn*ce summary will indicate if you must submit a 3-D model. CITY OF ASPEN COMMUNITY DEVELOPMEN March, 2016 Citv of ADen I 130 S. Galena St. I (9701 920 5050 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT 11 ATTACHMENT 3 REL* DIMENSIONAL REQUIREMENTS FORM FED 2 8 20 / CITY Or Kes - Modification to existing wireless facility DE'EW?WEN i Project: CO~TY 1 Laura Castro (agent for Black & Veatch) Applicant: 75 Prospector Rd. Aspen, CO 81611 Location: Subdivision: Aspen Highlands Condo PH 1 Unit: TA8306 Zone District: Lot Size: Lot Area: (For the purpose of calculating Floor Area, Lot Area may be reduced for areas within the high-water mark, easement, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed. Number of residential units: Existing: Droposed. Number of bedrooms: Existing: Oroposed: Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: Existing: Allowable: Proposed Principal bldg. height: Existing: Allowable: Proposed Access. Bldg. height: Existing: Allowable. Proposed On-Site parking: Existing: Required: Proposed % Site coverage: Existing: RequiredÂ·. Proposed % Open Space: Existing: Required: Proposed Front Setback: Existing: Required Proposed Rear Setback: Existing: Required: Proposed Combined F/F: Existing: Required Proposed Side Setback: Existing: Required: Proposed Side Setback: Existing: Required Proposed Combined Sides: Existing: Required Droposed Distance between Bldgs. Existing: RequiredÂ·. Â°roposed Existing: Required: Proposed: Existing non-conformities or encroachments: Variations requested: March, 2016 Citv of Aoen I 130 S. Galena St. I (970) 920 5050 COMMUNITY DEVELOPMENT DEPARTMENT ~ ' 1 Homeowner Association Compliance Policy All land use applications within tile City of Aspen are required to include a Homeowner Assodation Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed bv the propertv owner or Attomev representing the propertv owner. Name: Asia. 14 54(cal, CO-OBM'l ,%.b,LÂ»t Ags oct cA- 1 0 vt, 'I'u c, Property Owner ("10'): Email: -fr.4 6 Â·.0*ffe 8 Â¢ A-2 *At l.4.0 *#, Phone No.: 0072- 43.1- 222~p Address of 00Ng tiogfector B & Property: (subject of Agfe.K I to 216(l application) I certify as follows: (pick one) C] This property is not subject to a homeowners association or other form of private covenant. El This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. E/'' This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. Evidence-ek.FF,ovaHs-attacheel, Ah:).k VE<14)vt.1.Llz~~~~t ckÂ« I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning,Difect-of)private covenants or homeowner association rules or bylaws. 1 understand that ~i~Efocument is,public document. owner signaturl 6.- p / 75/ -date: 1 0 / 2 J /6 RECe gr 4 1 ij V -L owner printed name: Q. a wl / lk/l f .4 c ir FEB 2 8 2017 or, CC,~ nFVS.OPMEA' Attorney signature: date: CITY OF AsrEN Attorney printed name: 133 Vicinity Map j - ... ... Sign in ... / Bebe Dulce 0 Apsen Glen Garry 1 1 f )O 7 3 L.,0 ' ~Maroon Oe 46 4 r 5 u'' 9'erbowi LA 8Aspet Highlands Aspen Highlands - Mountain Lodge Lodging Aspen Highlands O Ski Resort - Aspen _ 0 0 -Ad ~The Rit;~MM LDestination Clubtl~ A 9 + Jones Trading & '96 23 :0 k r. #f ~ 70(N- @Highlinds Alehouse 3;Â· Fook Q 41< 9 r -'' 1 1-f'i Willow Creek Bistro \ vnler>to t. 40 .. itâ‚¬~fl Way . I .. C .. . a r I 4. 6 . \ 0 . 4 L r . fvt,groon Creek Rd ................... Vicinity Map ... ... Sign in ... Bebe Dulce ~Apsen Glen Garry 2/ e .<%.Der; 4, I U.1 Maroort Gte l,Jotty~ Undo Â£ 3 ~c~'3(14*,1 1.r 1 AAspen Highlonds Aspen Highlands -Mountain Lodge Lodging Aspen Highlands Ski Resort - Aspen : 3 0 0 2 34 The Ritz Carlton 0 4, Destination Club Â© F -0 Jones Trading 9.5.*I ' 00, A .#5 9, WHIghlands Alehouse 70/ 4 3/ 9 Willow Creek Bistro \ .: -I . e.. .. :: 1 3 h.'2'1,1 V, C. :: P ..2 C ..4/ 1 .. 8. -Â·., rÂ·. A 0 1 1/ * e : I. 2 . .. .. .. .. 3 .. .. I . $\ .. .. .. .. 1 J .. . . . - dÂ¥ Overland Cont ling Inc. CHECK 35118601 VOUCHER INVOICE INVOICE AMOUNT DISCOUNT NET AMOUNT NUMBER NUMBER DATE 498373 QB101481500220320 02/15/17 975.00 0.00 975.00 * * COU4136 * Justin Barker Aspen Highlands 26 MRUTH018337 FA 10148150 * Planning Fee $975.00 Total: 975.00 RECEIVED 975.00 FEB 2 8 2017 CITY OF ASPEN COMMUIÂ«TY DEVELOPMENI CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Justin Barker, 970.429.2797 PROJECT: 75 Prospector Rd. (Aspen Highlands) oort -10(1.*LA DATE: 2.15.2017 REPRESENTATIVE: Laura Castro, 949-471-3880, castrol@bv.com REQUEST: Wireless Telecommunication Services Facilities and Equipment Upgrade DESCRIPTION: The applicant (AT&T) is seeking approval to replace the existing cellular antennas on the roof of Building 8 at Aspen Highlands. The equipment currently on-site includes 6 antennas with associated equipment located on upper towers along the ridgeline, approximately 65' high. AT&T is proposing to replace 3 of the panel antennas and adding 3 new remote radio heads (RRH) to the back of the antennas. The existing antennas are 4' tall and would be replaced with antenna that are the same height. This building is located in the City's Ski Area Base (SKI) zone district and is therefore exempt from the requirements of the moratorium that is effective until March 17,2017. Staff will review the application administratively. The applicant is required to respond to the criteria found in subsection 26.575.130.F, 1-7 of the Land Use Code. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http://www.aspenpitkin.com/Portals/0/docs/businessnav/ApprovaltoDevelop/Land%20Use%20Application%20Form.pdf Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-Code/ Land Use Code Section(s) 26.304 Common Development Review Procedures 26.575.130 Wireless telecommunication services facilities and equipment 26.575.130.F Review Standards Review by: Staff for complete application RECEIVED Public Hearing: None FEB 2 8 2017 Planning Fees: $975 for 3 hours of Staff review time J CITY OF ASPEN COMMUNITY DEVELOPMENT Referral Fees: None Total Deposit: $975 (additional planning hours over deposit amount are billed at a rate of $325/hour) To apply, submit one copy of the following information: 0 Completed Land Use Application and signed fee agreement (in the application). #i Pre-application Conference Summary (this document). ASLU Wireless Telecommunication Services Upgrade 75 Prospector Rd. PID #273514213802 1 0 Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. - *10 pvovt Ae,4 *,i 146*1 ille bui,4 U Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. 7 HOA Compliance form (Attached) U A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. U Written responses to all review criteria found in subsection 26.575.130.F. 0 An 81/2" by 11"vicinity map locating the parcel within the City of Aspen. If the copy is deemed complete by staff, the following items will then need to be submitted: Â¤ 1 additional copy of the complete application packet and, if applicable, associated drawings. Il Total deposit for review of the application. Il A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 THE CITY oF ASPEN Land Use Application Determination of Completeness Date: March 6,2017 Dear City of Aspen Land Use Review Applicant, We have received your land use application for 75 Prospector Rd. Wireless Review request reviewed it for completeness. ~ Your Land Use Application is incomplete: hlease submit the following missing submission items. 1. A disclosure of ownership of the parcel proposed for development. consisting of a current certificate from a title insurance company or attorney licensed to practice in the state (no older than 6 months). listing the names of all owners of the property and all mortgages. judgments, liens, easements, contracts and agreements affecting the parcel and demonstrating the owner's right to apply for the development application. No proof ofo-wnership is provided, 2. A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. The drawings provided are reductions and not measurable. Other submission items may be requested throughout the review process as deemed necessar> by the Community Development Department. Please contact me at 429-2759 if you have any questions. Th394 You. (%7-1 0/Â«t - JenniterlÂ®#lan. Deputy Planning Director City of Aspen. Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD Yes- No_bC- Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes - No__*- Commercial E.P.F. Lodging