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Home My WebLink AboutLand Use Case.401 Castle Creek Rd.0059.2013.ASLU. 9. 0059.2013. ASLU AL ' 401 CASTLE CREEK ROA D 2735.1230.7801 - R /// SMEAC~ No. Er*-150(3 UPC 27110 smead.com s Made in USA IUZNne~UCTULE ~ h n.WINZ WWW<FIPROGRAM.CliG lf*SFI AUE15 THE SOURCING REQI##fâ€¢FWTS 1 OF THE 5R PROGRâ€¢M Â«...IM''ll.:-4-LL 344.1 , i si zR f THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0059.2013.ASLU PARCEL ID NUMBERS 2735.1230.7801 PROJECTS ADDRESS 401 CASTLE CREEK RD PLANNER JUSTIN BARKER CASE DESCRIPTION SPRINT ANTENNAS REPRESENTATIVE SMJ INTERNATIONAL O/B/O SPRINT DATEOFFINALACTION 10/11/2013 CLOSED BY ANGELA SCOREY ON: 11/18/13 4- File Ect Becord NaÂ©te Fgm Reports Format lab telp # e d ) )/ 4 4 ,. EÂ® 9 %9Â·, H 1 r , M y 1 * 1 ./#, ; 0 0 T 2 1 a n 1,1 2 u 9. â€¢C= 2% 1 Â£ 1; Ui~ % ~ , Mah Gdom Fklds Routing Status Fee Summary Acons Rwthg Hislmy L.... . .. . - i...... ~91,pe E Aspen Land Use Peirri: 0059.El 3.ASLU - 2 .Â· Addies; 401 CASTLE CREEK RD Apt/Suite Cit; ASPEN Stale CO Z. 81611 Pamit Inlormallon Master p/ Â· i Routing queue Iall,07 1 Appied 09/10/2013 ~ Agect : Stalus i pening Approved 4 ; Desc~ption-SPRINT PROPOSED TO REMOVE 3 EXISTING ANTENNAS AND ACILLARY issued ~ 2 1 EQUIPMENT AND REPLACE WITH 3 NEWANTENNAS AND NEW EQUIPMENT Dosed/Fical i : Submaed SKINTERNATIONALO/B/0 SPRINT Clock Running| Daps 0 Exples 09/05/2014 4 3 Submitted via Owner i Last name N AMBULANCE DISTRICT Â· | Fbinane | 401 CASTLE CREEK RD .ASPEN 00 81611 Phone !970] 54+1580 Addess @ Owner & applcan9 I~ Con#80101 6 @tant? : Last name :ASPENAMBULANCE DIST - ' Rst name 11(01 CASTLE CREEK RD ' ' 'ASPEN CO 81611 Ptone (97015441580 Cust: 28284 Addressi 4 ' Lendel Last rame Fat nang phe Â£) Adam AsperÂ£0145 (seral Â®mam /////1011 ' i, ii.~,.â€¢Â·â€¢â€¢â€¢ â€¢â€¢.p.â€¢â€¢â€¢9.-I....'-m./.'I'/'I-"""..""I"-*I.+I"I.'.*'I.'-W'%/Il-.I.I-....g./........./..Ill--W-m.......m........'m..ia#m'Wm......wl.W'/'I.I.-4/.gl....4/'..I4././......gl....'...'I...'Ill//~ m-.AÂ·~Iwâ€ž~-m/' mU -â€¢I pes n.1 4 0 05-9 2-0' 1 4% 6 u C+ke d /389 Rae * 3 it r 4 0 0 seloN >13'lit] voqlool sdnoig qel .11 RECEPTION#: 604775, 10/16/2013 at 03:20:41 PM, 1 OF 5, R $31.00 uoc Code APPROVAL Janice K. Vos Caudill, Pitkin County, CO NOTICE OF APPROVAL FOR AN ADMINISTRATIVE APPROVAL FOR THE UPGRADE OF WIRELESS TELECOMMUNICATION EQUIPMENT ON THE ROOF OF 401 CASTLE CREEK ROAD, LEGALLY DESCRIBED AS PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, CITY OF ASPEN, PITKIN COUNTY, COLORADO. Parcel ID: 2735-123-07-801 APPLICANT: Aspen Valley Hospital, 401 Castle Creek Road, Aspen, CO REPRESENTATIVE: Aaron Adelman, SMJ International 0/b/0 Sprint 49357 Pontiac 1 rail Rd, Suite 206, Wixom, MI 48393 SUBJECT & SITE OF APPROVAL: Upgrade of wireless telecommunications located at 401 Castle Creek Road, Aspen, CO (Aspen Valley Hospital) SUMMARY: The applicant requests approval to upgrade the existing wireless equipment located on the obstetrics wing in two phases. During the first phase, three (3) new antennas, two (2) new equipment cabinets and new hybrillex cables will be added to the existing facility. The second phase involves removing all original equipment, which includes three (3) antennas, three (3) equipment cabinets and coaxial cables. The location and height of the final equipment is noted in Exhibit A. The equipment cabinets will be located within the existing screen wall. There will be two antenna located on the south screen wall and one antenna located on the north screen wall. All three antennas will extend 6' above the screen walls. The new hybriflex cables will be located in the existing cable tray and will not be visible. STAFF EVALUATION: The proposed antennas will be 6' tall, which is higher than the maximum of 5' for a panel antenna. The existing antennas were approved administratively at a height of 5 'A" provided they were painted to match the existing building. The increase of 6" to accommodate upgraded technology would be insignificant to the overall impact. Staff finds that the review criteria, attached as Exhibit B, are met and recommends approval of the wireless equipment upgrade. Page 1 of 2 DECISION: The Community Development Director finds the Administrative Application for Wireless Telecommunication Equipment to be consistent with the review criteria (Exhibit B) and thereby APPROVES the request. APPJ<,VED BY/7 UtIVEL (11- Il '128 Chris Bendon Date Community Development Director Attachments: Exhibit A - Approved plans (recorded) Exhibit B - Review Criteria (not recorded) Exhibit C - Application (not recorded) Page 2 0 f 2 EX. SPRINT COMPACT MODCELL 4.0 Sprints> EX. SPRINT COMPACT MODCELL 40 ~ EX SPRINT POWER CABINET ~-EX. SPRINT POWER CABiNET \ ~--NEW SPRINT IMBS W/ / -GPS ANTENNA ~---EX. SPRINT BBU GO BE REMOVED) 14 "V , MASTEC --Â«1-40 \ NETWORK SOLUTIONS -0 EX SPRINT STEP-DOWN - /:95 - \ \ - --St TRANSFORMER EX. SPRINT STEP-DOWN ..ze-- - ----- EX SPRINT PLATORM TRANSFORMER ,- EX. SPRINT DISCONNECT- ' & SCREEN WALL EX. SPRINT PLATORM & SCREEN WALL // EX SPRINT DISCONNECT ~~~~~~~~ .ju-- EX SPRIT 200A PPC .-' ' 9/30/13 REV CONST JN EX SPRINT 20OA Â»pt __./ -' 8/22/13 100% CONST JN -Â«22. EX. SPRINT TELCO BOX ~ 7/29/13 90% CONST JN Ex. SPRINT TELCO BOX - REVISION EX. SPRINT COAX (TO BE-/'' 9.v lA I ./ EX. SPRINT COAX--/ REMOVED AT FINAL) DESCRIPTION ISSUEDFOR NEW SPRINT HYBRIFLEX -x 14 CABLES TO FOLLOW EX. CONSTRUCTION COA ROUTE <*>CENTERLINE SOLUTIONS Advanang *ueless AINwo. 1 | EXISTING EQUIPMENT PLAN 2 |INTERIM EQUIPMENT PLAN Golden. CO 80403 16360 TABI MOUNTAIN PARKWAY SCALEE 3/8Â·Â·-1'-0Â·Â· 303-993-3293 SCALE: 3/8Â·'â€¢1Â·-0- WWW CEN TERINES'LUTIONS COM NOTE 1 CONTRACTOR TO REPLACE AL L MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REOURED ~ NEW SPRINT BBU (PLACE OVER ~ PLATFORM BEAM) \ . SPRINT MMES W,/ GPS /~SCANTENNA -,009-/ -00 // ALLSCALESARE SETeRA SIZE-D 24-06 SHEET EX. SPRINT STEP-DOWN le 2/ 1-0, PROJEC'MOHMAT10% TRANSFORMER ,-// ~\ \ 4 13â€¢2fz EX. SPRINIT DISCONNECT _--- U ~_..~-*--*â€¢- ~----- EX. SPRINT PLATORM NETWORKVISIONMUBSLAUNCH & SCREEN WALL ASPEN VALLEY HOSPITAL -S... DN33XC243 Ex SPRINT 200A PPC - , -~~ ./ ,-- 401 CASTLE CREEK ROAD ASPEN. CO 81611 /leâ‚¬5 Pin<IN COUNTr Ex. SPRINT TELCO BOX - 1 ORAWNS, CHECKEOBÂ¥ APPROVEDBY MC JN KS SHEC NTLE U / 1Â· 2' 3' 4' 8 SHEETNUMBER SPRINT HYBRIFLEX CABLE 1 EQUIPMENT PLANS ~461 6.1 6.J 6.1 1 A2 3 IFINAL EQUIPMENT PLAN SCALE: 3/8 -1'-0~ SCALE: 3/8"=1Â·-0Â·Â· SPRINT EQUIPMENT CABINETS (NOT n visiBLE) 1 Sprint> EX. SPRINT --, C.L. GAMMA ANTENNA SPR1NT ANTENNAS. TYP X 1 PER ~ SCREEN WALL '' ~R) 28*4#2-4/ SECTOR ~ & EQUIPMENT \ PLATORM \ C.L. ANB ANTENNAS.+ / ELEV. 26'-0:/- 7 EX. SCRE0 3:b -3 ~ 1 -- T.O SCREEN WAU_ 4 EQUIPMENT ELEV 25'-0. MASTEC ]- NETWORK SOLUTIONS TO. ROOF P.EUPErk - EL)& 17'-7 IM '111.11'lili 1 6 a a - ---------74 7-9-Â»r ZL- Â£ 9/30/13 REV CONST JN PE LL ~ 8,/22/13 100% CONST JN ---17-- Â£ 7/29/13 90% CONST JN F 1[-1 f 11 411"" uc~UC@L)CN >CIN< -)CH -11Zy< >CR )07 30< )CR )C< )CUULJOUCE REV DATE BY REVISION DESCRIPTION 47\Â»2 Â»v \*v Â»v '*-7 AE. 064 EX. GRADE ISSUED FOR: CONSTRUCTION *C ENTE RL INE SOLUTIONS 1 | EAST ELEVATION Adiancing Wuetess Nâ‚¬Ewoiks SCALE: 3/16"=1+4 16360 LABI MOUNTAiN PARKWAY Golden C 0 80403 303-993-3293 WWWCENTERLINES"UTIONSCOM SPRINT NV ANTENNAS. TYP. X 1 PEER SECTOR \ SPRINT NV EQUIPMENT CABINETS-3 \1\ (NOT VISIBLE) C.L. GAMMA ANTENNAÂ£ EX. SPRINT SCREEN WALL - / ELEV. 28'-0"+/- ' & EQUIPMENT PLATORM M / -3 i C L. Ade ANTENN~34 ~ EX SCREEN WALL - 11~1 ///-..:123 -k-xi I\-- . 1 -- W/ HVAC T.O SCREEN WALL + EQUIPMENT E F ELEV 25'4 7 r-11 -g IC T.O. ROOF PARAPET ~:.' -4 1 ,~ EL[V. 17'-6~ ~ T'IL'-%%%' PROJEC INFORMATON 12Â»L-12 NETWOR' VISION UMBS ./%/ ASPEN VALLEY HOSPITAL DN33XC243 401 CASTLE CREEK ROAD 14 1_L, , ASPEN. Co 81611 DRAWN. CHECKED . APPROVED 8Â¥ L PITKIN COUNTY 0, >CD, >0< 30< )0< 30< )0< 00< )0< 30< 30< >CD< )0< )CH )0< 30( 20< 30< )0< 30< >0< >CH MC JN KS EX. GRADE 5/CE- -/4 ELEV 0'-0- FINAL - - ELEVATION SHEETNUMBER 2 |NORTH ELEVATION A3.2 SCALE: 3/16Â·Â·=1Â·-0- *3' , NEW SPRINT NV ANTENNA / & (2) RRU'S ON NEW SprintÂ®> kit' n. SPRINT BBU (TO BE 42.s* :16 / MOUNT (SEE DETAIL Â»t> -GIREMOVED) 14+4 19. 1 4.4 -35%- '14%' -~ M htÂ· 57 -*,17~\ ., Ex SPRINT DUAL . ZA10>Â·1 EX. SPRINT DUAL- EX. SPRINT DUAL - ~ _>4 1 EX. SPRINT DUAL - . / ANTENNA ~ ANTENNA 46 REMOVED AT FiNAL)./.4**Ffi.FE,/Fiplt'lll.7TL,~9'fithie.jilee<~i#Af- ANTENNA (TO BE ~*4Â·94 MASTEC &) @P NETWORK SOLUTIONS Â¥ -EW SPRINT NV ANTENNA-Â· 1 EX SPRINT CABLE ,,5551~ EX. SPRINT CABLE - - & (2) RRU'S ON NEWÂ·\ ~\ TRAY ,-Â·5NMI TRAY 11# MOUNT (SEE DET 7/A7) ~ \ ROOFTOP HVAC . - U -9Â·ER. ROOFTOP M'4Â£ M-*- ~ER EQUIPMENT-~-' EQUIPMENT .2Â« A ?â‚¬ 3 NEW SPRINT NV ANTENNA ,-/ ' ~ 9/30/13 REV CONST JN ~ ~/& (2) RRU'S ON NEW ~' MOUNT (SEE DEIÂ· 7/Al) 8 8/22/13 100% CONST JN Â£ 7/29/13 90% CONST JN REVISION EX SPRINT DUAL_n A ANTENNA \A EX. SPRINT DUAL ANTENNA- UÂ¥ REV DATE BY DESCRIPTION (TO BE REMOVED AT FINAL) ~ 43 ISSUEO ~04 N ..AR N 1 + Â« 40 CONSTRUCTION <*>C ENTE RL INE SOLUTIONS Advanong *vetess Ak?64;orks 1 |EXISTING ANTENNA PLAN 2 ~INTERIM ANTENNA PLAN 16360 TABLE MOUNTAIN PARKWAY Golden. CO 80403 303-993-3293 SCALE: 1~4"â€¢1'-0" SCALE- 1/4"=1'-C- WWWCENTERLINES'U'IONSCOM 800/1900 EQUIPMENT RRU / HYBRID CABLE SCHEDU _E SPRINT NV ANTENNA & |HYBRID CA81.Â£ HYBRID CABLE JUMPER JUMPER RET RET CABLE RET CABLE (2) RRU S SECTOR RRU MODEL RRU FREQUENCY LENGTH DIAMETER SIZE LENGTH LENGTH WANUFACTURER MODEL NUMBER 49â€¢ AL.PNA RRH-C2A & RRH-P*<1)800MHz & <1)1900MH4 120' 106~ 1/2 6 6' COM'SCOPE iRET /[SGvl,1 BETA RRH-02A & RRH--4006!Hz & (1)1900MH~ 120 1.06" 1/2 6 6' COMISCOPE FET AISGv, 1 GAMMA RRH-C2A & RRH-P*<1)800MHz & (1)1900,H 4 75 0 98- 1) 6 6' COMMSCOPE iRET AISGvll ANTENNA SCHEDULE ANTENNA ANTENNA ANTENNA AN1ENNA ELECT ILT IECH TILT \ \ *3,0/ #11 sig?164 FREOUENCY .FR MODEL QUAN 11 [Y AZIMUI RAC) CFR ANT SZE 800/1900 800/1900 SECTOR ALPHA 800/1900 MHz RFS APXVIERR18-C-*20 1 (PER SECTOR) 60 26'-0Â» 72*11.8/7.9 4/-1Â· 0Â·N BETA 800/1900 *I RFS APXIERR18-C-A20 1 (PER SECTOR) 225 26'-0 72~*118/.9 -\1 (fl, 2, CA~A 800/1 900 m RFS APXVIERR18-C-*20 1 (PER SECTOR) 330 28-0 72~1(11.8~*7.9~ -ly--1 0./0. \U ~ ~/~~+~NT NV ANTENNA &- EX. SPRtNT CABLE--= .- (2) RRU'S \ NQIL NQI.S.. -Z>egooFTOP HVAC-- - ALLSCALESARESETUORASIZE -0Â·2â€¢Â·06Â·SHEET STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE ~ EQUIPMENT %%9% ft - FLAGPOLES AND TOWER SITES BEFORE INSTALLATON OF NEW NORTH HEADING CONTRACTOR SHALL_ VERIFY NEW ANTENNA RAD AN TENNAS. NEW RRHs, & N EW CABINETS/TEMPORARY PLATFORM. CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION NEWORKWS.IMM.SLAUNCH STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. OF- ANTENNAS PR10R TO ATTACHING ANTENNAS AND MOUNTING ASPEN VALLEY HOSPITAL SECTONS. EXISTING TOWER AND TOWER FOUNDATION MUST BE ~ SPRINT NV ANTENNA & - MQ.IL ANALYZED BY A UCENSED STRUCTURAL ENGINEER TO VERIFY TOWER DN33XC243 (2) RRU'S EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERISE IS CAPABLE OF SUPPORUNG THE NEW LOADS REFER TO STRUCTURAL 401 CASTLE CREEK ROAD NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS NO ERECDON OF ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER ASPEN, CO 81611 PITK]N COUNTY MOUNTED ON THE PIPE BEHIND THE ANTENNA MODIFICATION OF TOWER SHALL BE â€¢ADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. DRAWN. CHECKEDSY APPlEVED B. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, â€¢C JN KS IF REQUIRED PRIOR APPROVAL FROM SPRINT TO BE GRANTED N BEFORE RELOCAnON OF ANTENNAS. SHEET Trn[ ANTENNA PLANS ,Â©Â°12 & NOTES 4 2' 0 4' 8' 12' .HEETIUMSER M.rmoy-- 0 A4 3 FINAL ANTENNA PLAN SCALE. 1/4"-1.-0 SCALE: 14"=1'-0" EXHIBIT B REVIEW CRITERIA 401 CASTLE CREEK ROAD 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. 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. 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. 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 Finding: The new equipment is either located within or on top of the existing screen wall locations, which are in compliance with all required setbacks. Staff finds this criterion to be met. 2. Height. The following restrictions shall apply: 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 o f the given Zone District, whichever is more restrictive. 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. 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 camoutlaged, in which case an administrative approval may be granted. d) If the Community Development Director determines that an antenna taller than stipulated in b. above cannot be suitably camoutlaged, then the additional height of 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). 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. Staff Finding: The proposed antennas will be attached to the screen wall on top of the building. They will be 6' tail, which is higher than the maximum of 5, for a panel antenna. The existing antennas were approved administratively at a height of 5'6", provided they were painted to match the existing building. Staff finds the increase of 6" to accommodate upgraded technology to be insignificant to the overall impact of the site, provided the new antennas are also painted to match the existing screen wall. Staffjinds 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 o f the principal use. 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). 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. 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. e) All utilities associated with wireless communication facilities or equipment shall be underground (also see "Screening" below). Staff Finding: The proposed equipment is either completely screened or being located on existing screen walls in a similar configuration to what already exists. The new antennas will be painted to match the existing screen wall. Stafffinds this criterion to be met. 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. 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. c) Surrounding view planes shall be preserved to the extent possible. 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 Finding: The proposed equipment is located on an existing building and does not affect any vegetation, topography or view planes. Stafffinds this criterion to be met. 5. Screening. Roof-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, i f 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). 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. c) Unless otherwise expressly approved, all cables for a facility shall be fully concealed from view underground or inside of the screening or monopole structure supporting the 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. d) Chain link fencing shall be unacceptable to screen facilities, support structures or accessory and related equipment (including HVAC 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. 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. Staff Finding: The proposed equipment will utilize existing screen walls and cable trays that are not being altered as a part of this application. Staff finds this criterion to be met. 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. b) Light fixtures, whether free standing or tower-mounted, shall not exceed twelve (12) feet in height as measured from finished grade. 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. d) 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. Staff Finding: No lighting or signage is proposed as a part of this application. The applicant understands that all information required by federal entities will be reviewed by the Community Development Department for approval posted in conformance with the provisions of the Land Use Code. Stajffinds this criterion to be met. 7. Access ways. In addition to ingress and egress requirements of the 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. 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. c) The proposed easements for 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 Finding: Existing access ways for the equipment cabinets are not being altered as a part of this application. Stafffinds this criterion to be met. Page 1 of 1 1 *55816* 4 7 Pitkin County Transaction #: 55816 Print Date: Janice K. Vos Caudill 10/16/2013 3:20:44 Receipt #: 201307528 Clerk and Recorder PM Cashier Date: 10/16/2013 3:20:42 PM 530 East Main Street Aspen, CO 81611 (LDEAN) (970) 429-2707 www.PitkinClerk.org Customer Information Transaction Information Payment Summary DateReceived: 10/16/2013 Source Code: Mail Q Code: Mail (ASPCIT) ASPEN CITY OF Over the Total Fees $31.00 ATTN CITY CLERK Return Code: Counter Total Payments $31.00 Trans Type: Recording Agent Ref Num: 1 Payments /3 [E-lal CHECK 1412 $31.00 1 Recorded Items Rn/ 3 BK/PG: 0/0 Reception:604775 Date:10/16/2013 la .1 EL.11 (APPROVAL) APPROVAL ANY 3:20:41 PM IYPE From: To: Recording @ $11 for 1pg and $5 for 2 or more 5 $31.00 pgs $1 Surcharge 0 Search Items 0 Miscellaneous Items file://C:\Program Files\RecordingModule\default.htm 10/16/2013 SMJ CONSULTING SERVICES LLC 1412 lo Itu ~ l3 C3:8/1.* er, VJ Ou-Hy . _.3< AÂ® Â¥â‚¬CÂ©090,2.- 10 00 SA3 (r~-keÂ·vor"ll=-JAL (dil# 3(.00 SMJ CONSULTING SERVICES LLC Le C tu { 8 1412 9Â¥CArÂ·' tâ€¢J-,CT oce#lc (212(,0/2 Pet 3(.t Sâ€¢,0 C v<6%44*lÂ·Â»Je L V i \ w 3,-Ou PRODUCT DLT104 USE WITH 91663 ENVELOPE PAINTED IN U.S.A. A 1 .. THE CIT'Y OF ASPEN Land Use Application Determination of Completeness Date: September 11.2013 Dear City of Aspen Land Use Review Applicant, We have received your land use application and reviewed it for completeness. The case number and name assigned to this property is 0059.2013.ASLU - 401 Castle Creek Road, Wireless Facilities. The planner assigned to this case is Justin Barker. J Your Land Use Application is incomplete: Please submit the aforementioned missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. 4 Your Land Use Application is complete: If there are not missing items listed above. then your application has been deemed complete to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact Justin at 429-2797 if you have any questions. T~ank You. 4 0 1416 (-1~fl/VLU,~Â» Jessica Garr~*. Long Range Planner Eity of Aspen, Community Development Department For Office Use OnlY Qualifying Applications: Mineral Rights Notice Required New SPA New PU D Yes No Subdivision. SPA, or PUD (creating more than 1 additional lot).--_ GMQS Allotments Residential Affordable Housing Yes No Commercial E.P.F. Lodging Ejet eSMJ International City of Aspen September 3, 2013 Planning and Zoning Attn: Jessica Garrow 130 S. Galena Street Aspen, CO 81611 RE: Sprint's Proposed Antenna Upgrades at 0401 Castle Creek Road [DN33XC243] Building Division, I have previously been in touch with your department regarding Sprint's leased space at 0401 Castle Creek Road. Sprint is currently upgrading their current equipment that is presently at the site to support their "AG" Network. Sprint proposes to complete this upgrade in two phases. During phase one, Sprint proposes to add several wireless communication antennas to the existing tower. They also propose to add new equipment cabinets to the existing leased space, within the fenced area. Several months later, after Sprint has finished with their equipment migration, they will remove obsolete antennas and equipment from the site. This is phase two. Sprint's installation is a collocation upgrade and will not extend the height of the structure. Sprint will not be expanding the existing fenced compound. Sprint will not be adding any lighting to the tower. This installation will not change the existing use of the Wireless Communication Tower. Enclosed, two copies of the following application materials: â€¢ Pre-Application Conference Summary â€¢ Land Use Application â€¢ Construction Drawings (Signed and sealed, 11" x 179 â€¢ Structural Integrity Report â€¢ Sprint's Supplemental Response to Land Use Code Section 26.575.130 D-F â€¢ Landowner consent letter (authorizing Sprint's proposed upgrade) â€¢ Vicinity Map â€¢ Deposit check for $975.00 per Fee Agreement. RE@WNe Please fax, email or mail the completed permit and receipt to me at: S* 100929813 Aaron Adelman C=#*= 49357 Pontiac Trail, Suite 206 Wixom, MI 48393 Fax: 1-888-745-4719 Email: aadelman@smj-llc.com Please do not hesitate to contact me at 616-916-3062 with any questions or concerns. Respectfully, 3>-253350â‚¬~- Aaron Adelman SMJ International, LLC 49357 Pontiac Trail Â· Suite 206 â€¢ Wixom, Michigan 48393 â€¢ Phone (616) 745-4777 â€¢ Fax (888) 745-4719 691 Ouellette Avenue â€¢ Windsor, Ontario, Canada N9A 4J4 â€¢ Phone (519) 915-1349 â€¢ Fax (888) 745-4719 CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Jessica Garrow, 970.429.2780 DATE: 8/9/2013 PROJECT: Sprint Antenna Upgrade at Aspen Valley Hospital TYPE OF APPLICATION: Wireless Telecommunication Services Facilities and Equipment DESCRIPTION: The applicant plans to submit an application for Wireless Telecommunication Services Facilities and Equipment for the rooftop at Aspen Valley Hospital. If wireless equipment is already located atop the Hospital it is recommended that the proposed equipment be clustered near the existing equipment. The equipment cannot be higher than the existing parapet. Wireless telecommunications applications are an administrative review. No public notice is required. The City has review criteria that must be met related to placement, height, etc. Please see section 26.575.130 for the wireless requirements. Below is a link to the Land Use application Form for your convenience. http://www. aspen pitki n. com/Porta Is/0/docs/C ity/Comdev/Apps%20and %20Fees/2013%20Iand %20us e%20app%20form.pdf Below is a link the Land Use Code for your convenience: http://www. aspenpitkin. com/Departments/Com mun ity-DevelopmenUPIan ninq-and-Zon inq/Title-26- Land-Use-Code/ Land Use Code Section(s) 26.304 Common Development Review Procedures 26.575.130 Wireless telecommunications services facilities and equipment (Respond to how you will meet the criteria of statements 1 -5) Review by: Community Development Staff for complete application Public Hearing: Not required Planning Fees: Administrative Review: $975 for Community Development Administrative review. This includes three (3) hours of staff time. Additional staff hours, if needed, will be billed at $325 per hour. RECEIVED Total Deposit (P&Z): $975 SEP 1 0 2013 Total Number of Application Copies: 2 CITY OF ASPEN To apely, submit the following information COMMUNITY DEVELOPMENT 1'71 Total Deposit for review of application. Iv I Pre-application Conference Summary. I vi Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behalf of the applicant. LM] Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, 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. If the property is condominiumized a letter from the HOA is required. [2~A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. F~~mpleted Land Use application and signed fee agreement. CUAn 8 1/2" x 11" vicinity map locating the subject parcels within the City of Aspen. [v] A written description of the proposal and a written explanation of how a proposed development complies with the review standards relevant to the development application (Â§26.575.130 D-F). ~Elevation drawings or "before and after" photographs/drawings simulating and specifying the location and height of antennas, support structures, transmission building(s) and/or other ~ccessory uses, fences, and signs. 2 Structural integrity report or letter clarifying the installation and support program for the proposed wireless telecommunication equipment. 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. RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT CITY OF AsPEN COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE APPLICATION PACKET THE CmÂ· or As.N Attached is an Application for review o f Development that requires Land Use Review pursuant to the City of Aspen Land Use Code. Included in this package are the following attachments: 1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form 2. Land Use Application Form 3. Dimensional Requirements Form 4. Matrix of Land Use Application Requirements/Submittal Requirements Key 5. General Summary of Your Application Process 6. Public Hearing Notice Requirements 7. Affidavit ofNotice All applications are reviewed based on the criteria established in Title 26 ofthe Aspen Municipal Code. Title 26 ofthe Aspen Municipal Code is available at the City Clerk's Office on the second floor ofCity Hall and on the internet at www.aspenpitkin.corn, City Departments, City Clerk, Municipal Code, and search Title 26. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials and Staff time. Please recognize that review ofthese materials does not substitute for a complete review ofthe Aspen Land Use Regulations. While this application package attempts to summarize the key provisions ofthe Code as they apply to your type ofdevelopment, it cannot possibly replicate the detail or the scope ofthe Code. Ifyou have questions which are not answered by the materials in this package, we suggest that you contact the staff member assigned to your case or consult the applicable sections ofthe Aspen Land Use Regulations. RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT ./., Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pav Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and the owner (e.g. a contract purchaser) regarding payment of fees is solely between those nigJFNEUng SEP 1 0 2013 Januan'. 2013 1- -- . A r..r- /1 Cit> Of.Aspen! 13(.) S. Galitlit St I (0701 020-5990 UVI"MWI â€¢' 1 ' - - I - fETIEET,Ty' 1 COMMUNITY DEVELOPMENT DEPARTMENT Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property SMJ International 0/b/0 Sprint Phone No.: 616-916-3062 / aaron.adelman@gmail.com Owner ("ID: Email: Address of 0401 Castle Creek Road Billin9 49357 Pontiac Trail, Suite 206 Property: Address: (subject of Aspen, CO 81611 Wixom, MI 48393 (send bills here) application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this 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. 0 Select Dept 0 Select Dept $. flat fee for $ flat fee for - 0 $ flat fee for Select Dept 0 Select Review $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 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 by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time, I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $975 3 deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $0 0 deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $265 per hour. City of Aspen: Property Owner: ~EL~Â«1_-----RECEIVED Chris Bendon Aaron Adelman of SMJ International 0/b/0 Sprint Community Development Director Name: Representative for Sprint and Aspen Valley Hospital District Title: SEP 1 0 2013 CITY OF ASPEN City Use: 975 Fees Due: $ Received: $ COMMUNITY DEVELOPMENT Januan . 2013 City of Aspen l 13(.} S. Galena St. 1 {97(}) 03~)-5000 ?â‚¬em + Â©0-111.3 6,03, A-glrU eâ‚¬+Ict< ** 1389 Rge-*-34540 ATTACHMENT 2-LAND USE APPLICATION PROJECT: Name: Sprint 4G Antenna Upgrade at Aspen Valley Hospital Location: 401 Castle Creek Road (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) 273512307801 APPUCANT: Name: Aspen Valley Hospital Address: 401 Castle Creek Road Phone #: 970-925-1120 REPRESENTATIVE: Name: SMJ International 0/b/0 Sprint (Contact: Aaron Adelman) Address: 49357 Pontiac Trail Rd, Suite 206, Wixom, MI 48393 Phone #: 616-916-3062 TYPE OF APPLICATION: (please check all that apply): GMQS Exemption E Conceptual PUD U Temporary Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review U Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream U Subdivision Exemption (includes U Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane Commercial Design Review U Lot Split Â£ Small Lodge Conversion/ Expansion Residential Design Variance U Lot Line Adjustment U Other: Conditional Use EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) Sprint currently had 3 antennas installed on the roof of the HVAC shed on top of Aspen Valley Hospital, with ancillary equipment inside of the HVAC shed. PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) Sprint proposed to remove the three existing antennas and ancillary equipment, and replace with 3 new antennas and new ancillary equipment. Please see enclosed plans for details and specifications. Have you attached the following? FEES DUE: $ 975.00 Gl Pre-Application Conference Summary 8 Attachment #1, Signed Fee Agreement U Response to Attachment #3, Dimensional Requirements Form RECEIVED D Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards U 3-D Model for large project SEP 1 0 2013 All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projeclâ‚¬~40(11Â®4*01~@PEN electronic 3-D model. Your pre-application conference summary will indicate if you mus EpNOMIMiF#NXEMENT un m m El El El ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: Sprint antenna upgrade at Aspen Valley Hospital Applicant: SMJ International 0/b/0 Sprint Location: 0401 Castle Creek Road, Aspen, CO 81611 Zone District: PUD Lot Size: 312 sq. ft. (Sprint equipment lease area) Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: N/A Proposed: N/A Number of residential units: Existing.- N/A Proposed: N/A Number of bedrooms: Existing: N/A Proposed: N/A Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: ~ting: Allowable: Proposed: Principal bldg. height: Exis?1~*~ Allowable: Proposed: / Access. bldg. height: Existing.Â· \ Allowable: Proposed,/ On-Site parking: Existing: ~ Required: Proy6sed: % Site coverage: Existing. Nkluired: /roposed: % Open Space: Existing: Reg#~~ / Proposed: Front Setback: Existing: Required\ ~ Proposed: Rear Setback: Existing: Requiryl'f~ Proposed: Combined IF/R: Existing: Re0ired: ~ Proposed: Side Setback: Existing.- Acquired: 'ed: Side Setback. Existing: ~ Required: Prop&KE Combined Sides: Existi~/ Required: Proposed.-\ Distance Between Ex(#fng Required: Proposed; ~ Buildings / Existing non-conformities or encroachments: N/A RECEIVED Variations requested: N/A SEP 1 0 2013 Cl A OF ASPEN COMMUNITY DEVELOPMENT 2(Zix ATTACHMENT 4- MATRIX OF LAND USE APPLICATION REQUIREMENTS For application requirements, refer to the numbers in the in second column. These numbers correspond to the key on page 9. For multiple reviews, do not duplicate information. All application materials must be complete and submitted in collated packets. All drawings must include an accurate graphic scale Type of Review App. Submission Requirements Process Type (See Process Number of Required Submittal (See key on page 9.) Description in Att.5) Packets 8040 GREENLINE REVIEW 1-7, 8-10,35 P& Z 10 8040 GREENLINE EXEMPTION 1-7, 8-10, 35 ADMINISTRATIVE REVIEW 2 STREAM MARGIN REVIEW 1-7,8,10,11,12,35 P & Z OR ADMINISTRATIVE (Based 2 for 0 Admin., 10 for P &Z on Location) STREAM MARGIN EXEMPTION 1-7, 8, 10, 11, 12, 35 ADMINISTRATIVE REVIEW 2 HALLAM LAKE BLUFF REVIEW 1-7,13,14,35 P& Z 10 MOUNTAIN VIEW PLANE 1-7,15,16,35 P& Z 10 CONDITIONAL USE 1-7, 9, 17 P& Z 10 SPECIAL REVIEW* 1-7, Additional Submission Reg. depend P& Z 10 on nature of the Special Review Request. SUBDIVISION 1-7, 18, 19, 20, 21, 35 P & Z, AND CITY COUNCIL 20 EXEMPT SUBDIVISION 1-7, 18, 19, 2O, 21, 35 CITY COUNCIL 10 LOT LINE ADJUSTMENT 1-7,22 ADMINISTRATIVE REVIEW 2 LOT SPLIT 1-7, 22 CITY COUNCIL 10 CODE AMENDMENT 1-4, 7, 23 P & Z, AND C]TY COUNCIL 20 4 WIRELESS TELECOM. 1-7, 16, 24, 25, 26, 27,35 ,)4>. , ADMIN. OR P&Z 4 2 for Admin., 10 for P&Z SATELITE DISH OVER 24" IN 1-7 ADMIN. OR P&Z 2 for Admin., 10 for P&Z DIAMETER RES. DESIGN STANDARDS 1-7, 9, 28, 29, 30 P & Z OR DRAC 10 VARIANCE GMQS EXEMPTION* 1-7, Additional Submission Reg. depend ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P on nature of the Exemption Request. (BASED ON EXEMPTION TYPE) & Z and CC *CONDOMr--- --ZATION 1,31 ADMINISTRATIVE 2 1 14 cop-n, 1-7, 32, 33, 35 CONCEPTUAL -P& Z, AND CC 20 for P&Z and CC (Submit I~GE PUSE]*AION PUD 1-7, 35 P & Z, AND CC 20 FINAL -P&Z, AND CC Separately for Final PUD Review) % 32 & 58 N3dSÂ¥ 1 A .I PUD AMENDMENT ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P 1-/ (BASED ON AMENDMENT TVPE) & Z and CC SPECIALLY PLANNED AREA 1-7, 35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit (SPA) FINAL- P & Z, AND CC Separately for Final SPA) AMENDMENT TO SPA 1-1 ADMIN., OR P&Z AND CC 2 for Admin., 20 for P&Z and CC (BASED ON SIGNIFICANCE OF AMENDMENT) TEMPORARY USE 1-7 ADMIN. OR CC (BASED ON 2 for Admin., 10 for City Council DURATION TIME) ACCESSORY DWELLING UNrr 1-7,9 ADMIN OR P &Z(BASED ON IF 2 for Adm inistrative Review THE PROPOSAL MEETS REVIEW STANDARDS) REZONING 1-7 P& Z AND CC 20 DIMENSIONAL REQUIREMENTS 1-7, 34 BOARD OF ADJUSTMENT 9 VARIANCE * Consult with a Planner about submittal requirements. ** A pre-application conference with a Planner should be conducted prior to submitting any land use application. Please call 920-5090 to schedule a pre-application conference. P 0 0 5@ t a NEkISÂ¥ 30 AllO ZO Id3S 03AI303hl ATTACHMENT 4-CONT'D- SUBMITTAL KEY 1.16d Use Application with 12. Accurate elevations (in relation to system in the area of the proposed 'â€¢00*plicant's name, address and telephone mean sealevel) ofthe lowest floor, subdivision. The contents of the plat shall number, contained within a letter signed including basement, of all new or be of sufficient detail to determine by the applicant stating the name, address, substantially improved structures; a whether the proposed subdivision will and telephone number of the verification and recordation of the actual meet the design standards pursuant to representative authorized to act on behalf elevation in relation to mean sea level to Land Use Code Section 26.480.060(3).20. ofthe applicant. which any structure is constructed; a Subdivision GIS Data. demonstration that all new construction or "Thei~ and legal substantial improvements will be 21. A landscape plan showing location, description of the parcel â€žhich anchored to prevent flotation, collapse or size, and type of proposed landscape deglÂ®ment is proposed to occuu- lateral movement of any structure to be features. constructed or improved; a demonstration ~'00~~ A#disclosure of ownership of the that the structure will have the lowest 22. A subdivision plat which meets the parcel on which development is proposed floor, including basement, elevated to at terms of this chapter, and conforms to the to occur, consisting of a current certificate least two (2) feet above the base flood requirements of this title indicating that no from a title insurance company, or elevation, all as certified by a registered further subdivision may be granted for attorney licensed to practice in the State of professional engineer or architect. these lots nor will additional units be built Colorado, listing the names of al] owners without receipt of applicable approvals of the property, and all mortgages, 13. A landscape plan that includes pursuant to this chapter and growth judgments, lions, easements, contracts and native vegetative screening of no less than management allocation pursuant to agreements affecting the parcel, and fifty (50) percent ofthe development as Chapter 26.470. demonstrating the owner's right to apply viewed from the rear (slope) of the parcel. for the Development Application. All vegetative screening shall be 23. The precise wording of any i M) Â·.> iwp - I. maintained in perpetuity and shall be ;pposed amendment. 44. An 81/2" x 11" vicinity map locating replaced with the same or comparable , the subject parcel within the City of material should it die. ?V24. ASite Plan or plans drawn to a scale of Aspen. one ( 13 inch equals ten (10') feet or one 14. Site sections drawn by a registered (1") Inch equals twenty (20') feet râ€¢ Ps Adte improvement sur,;ey including architect, landscape architect, or including before and "after" photographs topography and vegetation showing the engineer shall be submitted showing all (simulations) specifying the location of current status of the parcel certified by a existing and proposed site elements, the antennas, support structures, transmission registered land surveyor, licensed in the top of slope, and pertinent elevations buildings and/or other accessory uses, State of Colorado. (This requirement, or above sea level. access, parking, fences, signs, lighting, any part thereof, may be waived by the landscaped areas and all adjacent land Community Development Department if 15. Proposed elevations ofthe uses within one-hundred fifty (150') feet. the project is determined not to warrant a develo,ent, including any rooftop Such plans and drawings should SU~ey document.) cqujpffient and how it will be screened. demonstrate compliance with the Review Sta56r(is of this Section. +~ A#te plan depicting the proposed \J~Proposed elevations of the 1 , 0 layout and the project's physical development, including any rooftop ./6. Â¥AA and Â· FCC Coordination. relationship to the land and it's equipment and how it will be screened. Statements regarding the regulations of suyoundings. the Federal Aviation Administration 17. A sketch plan ofthe site showing (FAA) ,14 the Federal Communications V7. 1,1% A written description of the existing and proposed features which are Con:Â»6ssion (FCC). proposal and a written explanation of relevant to the review. how a proposed development complies -26. Structural Integrity Report from a with the review standards relevant to the 18. One (1) inch equals four hundred professional engineer licensed in the development application. (400) feet scale city map showing the State of Colorado, location of the proposed subdivision, all 8. Plan with Existing and proposed adjacent lands owned by or under option Evidence that an effort was made to 214, grades at two-fbot contours, with five-foot to the applicant, commonly known locate on an existing wireless intervals for grades over ten (10) percent. landmarks, and the zone district in which telecommunication services facility the proposed subdivision and adjacent site including coverage/ interference 9 Proposed elevations ofthe development properties are located. analysis and capacity analysis and a brief statement as to other reasons for 10. A description of proposed 19. A plat which reflects the layout of success or no success. c... construction techniques to be used the lots, blocks and structures in the proposed subdivision. The plat shall 28. Neighborho SECED/ED 11. A Plan with the 100-year floodplain be drawn at a scale of one (1) equals one 1-=50' (available from City Engineering line and the high water line. hundred (100) feetorlarger. Architectural Department) Graphically * the fronJ scales are not acceptable. Sheet size shall portions of all existing build EB 06 6641 013 be twenty-four (24) inches by thirty-six sides of the block and their setback from (36) inches. If it is necessary to place the the street in feet. 1Â£~back)Â¢g vffs Â°EN plat on more than a one (1) sheet, an index front entry for each@Â¢00*mir'rmuct shall be included on the first sheet. A any accessory dwelling ufÂ«Al along- UWL')PIENT vicinity map shall also appear on the first alley (Continued on next page.) sheet showing the subdivision as it relates to the rest of the city and the street Indicate whether any portions of the t~i Exterior Lighting Pla# Show thr. houses immediately adjacent to the location, height, type and lumin, iI r, subject parcel are one story Conly one intensity of each above grade h [ ure. ~ living level). Estimate the site illumination as measured I in foot candies and include minhniun 29. RoofPlan. maximum, and average illuminalit-in Additionally, provide comparable 30. Photographic panorama. Show examples already in the community that elevations ofall buildings on both sides of demonstrate technique, specification, andi the block, including present condition of or light level ifthey exist. the subject property. Label photos and mount on a presentation board 31. A condominium subdivision exemption plat drawn with permanent ink on reproducible mylar. Sheet size shall be twenty-four (24) inches by thirty-six (36) inches with an unencumbered margin ofone and one-half (1 1/2) inches on the left hand side of the sheet and a one-half (1/2) inch margin around the other three (3) sides of the sheet pursuant to Land Use Code Section 26.480.090. 32. A description and site plan of the proposed development including a statement of the objectives to be achieved by the PUD and a description of the proposed land uses, densities, natural features, traffic and pedestrian circulation, off-street parking, open space areas, infrastructure improvements, and site drainage. 33. An architectural character plan generally indicating the use, massing, scale, and orientation of the proposed buildings. 34. A written description ofthe variance being requested. RECEIVED SEP 1 0 203 CITY 0 Câ„¢MUNITYV :SPEN 08'ENT ATTACHMENT 6 PUBLIC HEARING NOTICING REQUIREMENTS Three forms of notice are required by the Aspen Land Use Regulations: publication in the newspaper, posting ofthe property, and mailing to surroundhg landowners. Following is a summary ofthe notice requirements, including identification of who is responsible for completing the notice. 1. Publication - Publication of notice in a paper of general circulation in the City of Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be written by the Community Development Department and we will place the notice in the paper within the appropriate deadline. 2. Posting - Posting of a sign in a conspicuous place on the property is to be done fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of the sign from the Community Development Department, to fill it in correctly and to bring proof to the hearing that posting took place (use attached affidavit). 3. Mailing - Mailing of notice is to be made to all owlers ofproperty within 300 feet of the subject development parcel by the applicant. It is the applicant's responsibility to obtain a copy of the notice from the Community Development Department, to mail it according to the following standards, and to bring proofto the hearing that the mailing took place (use attached affidavit). Notice to mineral Estate Owner. An Applicant for surface Development shall notify affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application for development. The applicant shall certify that the notice has been provided to the mineral estate owners. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of public hearing. RECEIVED SEP 1 0 2013 CITY Lit ASPEN COMMUNITY DEVELOPMENT ATTACHMENT 5 DEVELOPMENT REVIEW PROCEDURE 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five wo-king days of the date of your submission, staff will review the application, and will not fy you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose ofthe completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. A memo will be written by the staff member for signature by the Community Development Director. The memo will explain whether your application complies with the Code and will list any conditions which should apply ifthe application is to be approved. Final approval of any Development Application which amends a recorded document, such as a plat, agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreemenis and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible fot the requested amendment or exemption. 5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, then the Planning Staff will sonedule a hearing date for the application upon determination that the Application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The Applicant will be required to mail notice (one copy provided by the Community Development Departmcnt) to property owners within 300 feet of the subject property and pos: notice (sign 0, Community Development Department) of the public heating on the site a~~ (15) days prior to the hearing date (please see Attachment 6 for instruÂ»120 2013 The CITY Up ASPEN COMMUNITY DEVELOPMENT 1.1 Planning Staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staff' s memo approximately 5 days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public comment, and the reviewing boards questions and decision. 6. Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a Development Order which allows the Applicant to proceed into Building Permit Application. 7. Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to building permit review. During this time, your project will be examined for its compliance with the Uniform Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any document required to be recorded, such as a plat, deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. 1 1.CLF:It/Â¢'n SEP 1 0 70 13 C~~E~T 2 THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE 4 NETWORK VISION MMBS LAUNCH Sprint j> 1 Know what's below. ASPEN VALLEY HOSPITAL -=1 - -f- - - - - Ca|| before you dig. DN33XC243 ~ -- - 4.114-'114'441-111 140'ti./7 -1.-Â£- =_9-t - 401 CASTLE CREEK ROAD Sprin~~te MASTEC ASPEN, CO 81611 NETWORK SOLUTIONS lâ€¢# PITKIN COUNTY 43 -2-- LATITUDE: 39.190806Â° / 39Â° 11' 26.9016" (NAD 83) PER PLAYBOOK ~-9 r -DA LONGITUDE: -106.839528Â° / -106Â° 50' 22.3008" (NAD 83) PER PLAYBOOK A A ROOFTOP - 37 J COLORADO MARKET ~ 8/22/13 100% CONST JN -0, SHEET DESCRIPTION ~ 7/29/13 90% CONST JN ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED A&E FIRM: IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ~,1 i CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. < n TITLE PAGE. VICIN[TY MAP AND GENERAL INFO. CENTERLINE SOLUTIONS REV DATE REVISION BY DESCRIPTION NOTHING IN THESE PLANS /S TO BE CONSTRUCTED TO PERMIT 4 5 Nl GENERAL NOTES 16360 TABLE MOUNTAIN PARKWAY ISSUED FOR E./.-0 .2 WORK NOT CONFORMING TO THESE CODES. N2 GENERAL NOTES GOLDEN, CO 80403 Al OVERALL SITE PLAN CONTACT: JEFF NOSEWORTHY CONSTRUCTION BUILDING/DWELLING CODE BC 2012 i ;3rri Local'~ON \ A2 EQUIPMENT PLANS PHONE: (303) 993-3293 EXT. 414 STRUCTURAL CODE BC 2012 -- WWW.CENTERLINESOLUTIONS.COM MECHANICAL CODE MIC 2009 -/ 1 AJ ELEVATION 1, %/ j ELECTRICAL CODE NEC 2011 pa, Aâ€¢# ANTENNA PLANS & NOTES SITE ACQ. PROJECT MANAGER: <~>CENTER LINE U f.'/ 4 A5 EQUIPMENT DETAILS FIRE/UFE SAFETY CODE /FC 2009 iIAG'~ , MASTEC NEBNORK SOLUTIONS SOLUTIONS A6 EQUIPMENT DETAILS (OUTDOOR SPECIFICATIONS) 7025 S. REVERE STREET Advancing Wireless Networks ACCESSIBILITY REQUIREMENTS: p A7 EQUIPMENT DETAILS CENTENNIAL, CO 80112 FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. CONTACT: BENNIE MARIE WILLIAMS HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN Rfl ANTENNA AND CABLE COLOR CODING DETAILS 16360 TABLE MOUNTAIN OFACE: (303) 334-2796 PARKWAY ACCORDANCE WITH THE 2012 /BC BUILD/NG CODE. 4 El ONE-LINE DIAGRAM & POWER PANEL SCHEDULE Golden, CO 80403 E2 DETAILS CODE BLOCK j ; ~ 303-993-3293 Â£3 GROUNDING & ROUTING PLANS CONSTRUCTION MANAGER: WWW.CENTERUNESOLUnONS. COM MASTEC NETWORK SOLUTIONS E4 GROUNDING DETAILS 7025 S. REVERE STREET SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED ~ E5 GROUAUNG DE[ALS CENTENNIAL, CO 80112 TELECOMMUNICATIONS FACILITY 4' c'Â».-Â·'*r-vÂ· 9' ilt Â· REMOVE (3) EXISTING PANEL ANTENNAS (1 PER SECTOR) AREA MAP Â·Â·~. ' rj:.I ~> r J,,{' ,4, 2 . ., M 74*..': 2'' 1># Â· INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) ' SITE ACQ, REGIONAL MANAGER. P <f.492 '1 1,72'.<C/2 1< Â· REMOVE (3) EQUIPMENT CABINETS â€¢ INSTALL (1) NEW MUBS CABINET i MASTEC NETWORK SOLUTIONS * 4 : f 34610 11 D * A Â· INSTALL (1) NEW BBU CABINET Â· 7025 S. REVERE STREET ' 1 . REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES & 1 CENTENNIAL, CO 801 12 49894 2 7 7011Â·21,4~ â€¢ INSTALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES USING #.: EXISTING COAX ROUTE (l PER SECTOR) â€¢1 4 SHEET INDEX Â· INSTALL (6) NEW RRU'S .. (N'.3/illj â€¢.t '4*147 AAV MANAGER - REMOVE (1) EXISTING GPS ANTENNA/INSTALL (1) NEW GPS ~SITE LOCATION ~ VJJ#dy' ANTENNA APPLICANT: MASTEC NETWORK SOLUnONS MASTEC NErWORK SOLUTIONS 7025 S. REVERE STREET /4 i.. PROJECT DESCRIPTION 44' -, Â£ 864, 5, 7025 S. REVERE STREET CENTENNLAL, CO 80112 i m '' CENTENNIAL, CO 80112 E Main 51 OFFICE: (303) 357-1337 : . a 641 I ALL SCALES ARE SET FOR A SIZE.D. 24.)<36' SHEET APPROVAL SIGNATURE DATE g E RF ENGINEER PROJECT INFORMATION. 0001.% OWNER./LANDLORD: - *,1.1 SAMSUNG TELECOMMUNICATIONS AMERICA, LLC NETWORK VISION MMBS LAUNCH SITE ACQUISITION ASPEN VALLEY HOSPITAL DISTRICT 5600 S. QUEBEC ST., SUITE 2058 ASPEN VALLEY HOSPITAL MANâ€¢,GER '.h 4+I 401 CASTLE CREEK ROAD GREENWOOD VILLAGE, CO 80111 9 ASPEN, CO 81611 CONTACT: RAM NANDIRAJU DN33XC243 MAF~ER 2 23 'lilli PHONE: (303) 815-6467 401 CASTLE CREEK ROAD UE -~*FY G .4 1 2 R.NANDIRAIUOSTA.SAMSUNG.COM ASPEN. CO 81611 A ZONING PUB P-2-22 27 Tf.LCD Pm<IN COUNTY coNsu~ Â· CONSTRUCTION TYPE: V VICINITY MAP DRAWN BY CHECKEDBY APPROVED BYÂ· OCCUPANCY: 1-2 MC JN KS SHEET TITI F FROW WERSECT,ON OF 1-25 & 1-70: JURISDICTION: PITKIN COUNTY TITLE PAGE, Â»D*JUX)Â¢-25 SOUTH. TAKE EXIT 214A & MERGE ONTO US-36 USE: UNMANNED WIRELESS FACILITY POWER VICINITY MAP WEST. TAKE EXIT 116 & TURN RIGHT ONTO CO-82 EAST. TURN SPRINT RIGHT ONTO 6TH ST. TURN RIGHT ONTO GRAND AVE/CO-82. TURN PARCELS: #273512307801 & GENERAL INFO. REPRESENT*lM ~-~ RIGHT AT SECOND EXIT dc ONTO CASTLE CREEK ROAD. FOLLOW TO SITE. LEASE AREA: 268 SO. FT. SHEET NUMBERÂ· AAV MAJ#â€¢,GER SIGNATURE BLOCK DRIVING DIRECTIONS PROJECT SUMMARY PROJECT TEAM Tl i It 1 1 1 3 1,15' '/1 . b 1 7743 01 44 4-i GENERAL CONSTRUCTION NOTES 4. DO NOT SCALE ELECTRICAL- DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS Of 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE. THE LATEST ALL EQUIPMENT, AND CONFIRM VATH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WH EN EDITION AND ALL OTHER APPUCABLE CODES AND OR[>INANCES. NEEDED. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE 'MTH THESE DRAWINGS AND SPRINT 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION INTEGRATED CONSTRUCnON STANDARDS FOR WRELESS SITES (LATEST REVISION). THE OF THE GDIT. SPECIFICAT]ON IS THE RUUNG DOCUMENT AND ANY DISCREPANaES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENnON Of THE ENGINEER PRIOR TO 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND lESnNG. CONTRACTOR IS TO PROCEEDING VATH CONSTRUCTION. OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 3. CONTRACTOR SHALL VISIT lHE JOB SITE AND SHALL FAMIUARIZE HIMSELF MTH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS To THE COST â„¢EREOF. FIELD 7. THE TERM -PROVIDE USED IN CONSTRUCnON DOCUMENTS AND SPECIACATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BEE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING *ITH CONSTRUCTION. ANY DISCREPANCES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UnUTY COUP.ANY ANY/All REQUIREMENTS SUCH AS THE: LUG COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK Of KNOV,LEDGE Of FlELD SIZE RESTRICnONS. CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNPME FOR THE OWNERS' CONDITIONS. CONFIRWAnON, ETC. ANY/ALL CONFUCTS SHALL BE BROUGHT TO THE ATTENTION Of THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERMSE NOTED â„¢E WORK SHALL INCLUDE FURNISHING MATERIALS, 9. MINIMUM WIRE SIZE SHALL BE #12 AnG, NOT INCLUDING CONTROL- WIRING, UNLESS NOTED OTHERMSE. ALL EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS CONDUCT(DRS SHALL BE COPPER WITH THWN INSULATION. INDICATED ON THE DRAWNGS. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCAnONS, CAST ALLOY MTH THREADED HUBS IN 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPAaNG BETWEEN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING 11. IT IS NOT â„¢E INTENT OF THESEE PLANS TO SHOW EVERY MINOR DETAJL Of THE CONSTRUCTION. CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL. ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND THE WORK. PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. 6(ODIACATIONS WAY BE REQUIRED TO SUIT 12. ELECTRICAL SYSTEM SHALL BE AS COUPLETELY AND EFFECTIVELY GROUNDED. AS REQUIRED BY JOB DIMENSIONS OR CONDInONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF SPECIFICATION, SET FORTH BY SPRINT. THE WORK. 13. ALL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL- CONTRACTOR IN A FIRST CLASS, 7. CONTRACTOR SHALL RECEIVE Ct*IFOCATION IN WRITING, AND SHALL RECEIVE IN WRInNG WORKMANUKE MANNER. â„¢E COUPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY AUTHORIZATION TO PROCEED BEFORE STARANG WORK ON ANY ITEMS NOT CLEARLY DEFINED OR INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. IDENTIFIED BY THE CONTRACT DOCUMENTS 14. ALL WORK SHALL BE COORDINATED MTH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS Of 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKIL-LS CONSTRUCTION. AND ATTENPON. CONTRACTOR SHALL BEE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COOf?DINAnNG ALL PORTIONS 15. CONTRACTOR SHAU GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF OF THE WORK UNDER CONTRACT, UNLESS Orh ERVISE NOTED. NOT LESS THAN TWO YEARS FROU DATE OF CUSTOMER'S ACCEPTANCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY Of THE WORK AREA. ADJACENT AREAS 16. THE CORRECTION Of ANY DEFECTS SHALL BE COUPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL- AND BUILDING OCCUPANTS THAT AREE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH WAY HAVE CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. BEEN DAMAGED THEREIN MTHIN 48 HOURS. 10. CONTRACTOR SHALL COORDINATE HIS WORK VITH THE SUPERINTENDENT OF: BUILDINGS & 17. ADEQUATE AND REQUIRED UABIUTY INSURANCE SHALL BEE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS GROUNDS AND SCHEDULE HIS ACTIMTIES AND WORKING HOURS IN ACCORDANCE M TH THE AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. REQUIREMENTS 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS. PULL- VIRES, BOXES, COVER PLAIES AND DEVICES FOR ALL 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COOROINAnNG HIS WORK WITH THE WORK OF OTHERS OUTLETS AS INDICATED. AS IT )JAY RELATE TO RADIO EQUIPMENT. ANTENNAS AND ANY OTHER PORTIONS Of THE WORK. 19. DITCHING AND BACK fill. CONTRACTOR SHALL PROVIDE FOR All UNDERGROUND INSTALLED CONDUIT 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE MTH MANUFACTURERS AND/OR CABLES INCLUDING EXCAVATION AND BACKALLING AND COMPACTION. REFER TO NOTES AND RECOUMENDARONS UNLESS SPEDFICALLY OTHERWISE INDICATED OR WHERE LOCAL- CODES OR REQUIREMENTS. EXCAVATION. AND BACKALUNG REGULATIONS TAKE PRECEDENCE. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BEE NEW AND SHALL 13. WAKE NECESSARY PROVISIONS TO PROTECT EXISHNG SURFACES, EQUIPUENT, IMPROVEMENTS, APPEAR ON THE UST Of U.L APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS Of THE PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. NEC. NEMA AND IEEE. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR 21. CONTRACTOR SHALL SUBUIT SHOP DRAMNGS OR MANUFACTURES CATALOG INFORMATION Of ANY/ALL PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UGHDNG FIXTURES, SMTCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRIUED INTO, CUT OR DAMAGED UNDER MANAGER PRIOR TO INSTALLATION. ANY CIRCUMSTANCES (UNLESS NOTED OTHERVASE). LOCATIONS Of- REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRIAL CONTRACTORS EQUIPMENT. RESPONSIBIUTY AND SHALL BE INCLUDED IN THE COST FOR ERK AND PERFORHED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN MTH ADJACENT SURFACES. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL. PANELS MTH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBIUTY OF THE ELECTRICAL CONTRACTOR. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WTH UL USTED AND FIRE CODE APPROVED MATERIALS. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-WAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 17 KEEP CONTRACT AREA CLEAN. HAZARD FREE, AND DISPOSE OF All- DIRT. DEBRIS. AND RUBBISH. EQUIPMENT NOT SPEanED AS REâ€¢AINING ON THE PROPERTY Of THE OWNER SHALL 25. ALL- CONNECTIONS SHALL BE WADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE CO64POUND SUCH AS BE REMOVED. LEAVE PREMISES IN CLEAN CONDInON AND FREE FROM PAINT SPOTS. DUST, OR ~NO-OXIDE A~ BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSmUCnON. COPPER SURFACES. INCLUDING GROUND BARS. SHALL BEE TREATED - NO SUBS'n TUTIONS. 18. MINIMUM 8END RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TÂ¢2 - 1990. MANUFACTURERS RECOMMENDATIONS CONmACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AN D PROMDE TWO SEPARATE PULL SIRINGS - 200 LBS lEST POIYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A AA INIMUM 19. ALL EXISTING INACTIVEE SEWER, WATER, GAS. ELECTRIC AND OTHER UTIUnES, WHICH INTERFEREE OF 2 FT. RADIUS RGS CONDUITS WHEN SPECIFIED, SHAU MEET UL-6 FOR GALVANIZED STEEL ALL- FITTINGS MTH THE EXECUmON Of THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED Oft SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS Mâ„¢ 'BRITE ZINC' OR OTHERMSE DISCONT)NUED AT POINTS WHICH MLL NOT INTERFERE WITH THE EXECUTION OF THE 'GOLD CALV. WORK. SUBICT TO THE APPROVAL OF THE ENGINEER. 27. SUPPORT OF AU ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 20. CONTRACTOR SHALL k,INIWIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL- MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WTH 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WTH TYPE THWN INSULATION, 600 AJRISDICTIONAL OR STATE AND LOCAL- GUIDEUNES FOR EROSTION AND SEDIMENT CONTROL AND VOLT. COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED COORDINATED WITH LOCAL REGULATORY AUTHORITIES. CONDUCTORS FOR MRE ABOVE bio. 8 AWS 21. UGHT SHADED UNES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED UN ES 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED â„¢ST-ON AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROICT CONTRACTOR SHALL VERIFY IF CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER Of ANY EXISANG AWC AND LARGER. CON[>InONS THAT DEVIATE FROM THE DRAWINGS PRIPOOR TO BEGINNING CONSTRUC110,1. 30. SERVICE: 240/120 V, SINGLE PHASE, 3 WIRE CONNECDONS AVALABLE FROM UnUTY COMPANY. OWNER OR 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WRING CERTIFICATES REQUIRED OVRERS AGENT WILL- APPLY FOR POWER. FOR THE ELECTRICAL- SERMCE UPGRADE.IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDUUNG W'ITH THE SERVING ELECTRICAL UTIUTY AND LOCAL_ 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS VATH MUL[ TAPE AS INDICATED ON INSPECTION AUTHORInES. DRAWNGS. ELECTRICAL NOTES 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPâ„¢. 33. CONTRACTOR SHALL PLACE TWO LENGTHS Of WARNING TAPE AT A DEPTH OF 12' BELOW GROUND AND 1. ELECTRICAL. CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ -CAUTION BURIED CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWNGS AND ANY,/ALL APPLICABLE SPECIFICAnONS. IF ANY PROBLEAS ARE ENCOUNTERED BY COMPLYING *TH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY ELECTRIC~ OR ~BURIED TELECOU'. 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL 34. All BOLTS SHALL BE STAJNLESS STEEL NOT PROCEED WITH THAT PORTION OF WORK. UNTL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACRONS TO BE TAKEN. ANTENNA & COAX NOTES 2. ELECTRICAL CONTRACTOR SHALL VISIT â„¢E JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL COND1110NS AFFECTING ELECTICAL AND COMMUNICATION INSTALLATION AND MAKE PROWSIONS AS TO THE COST THEREOF. ALL EXISTING CONDInONS Of ELECTRICAL EQUIP.. UGHT FIXTURES, ETC., THAT ARE PART OF THE 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR COOING AND ALL APPURTENANCES MIH FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SU861ITTAL OF HIS BID. FAILURE TO GOIT. COMPLY WITH THIS PARAGRAPH VILL IN NO WAY REUEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTâ„¢. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUC-noN. ACTUAL ANTENNA CABLE 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE *TH THE LATEST EDITION Of THE NEC AND ALL CODES LENGTH(S) WUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. AND LOCAL ORDIN ANCES Of THE LOCAL POWER & TELEPHONE COMPANIES HAVING NRISDICTION AND SHALL INCLUDED BUT NOT BE UWITED TO. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. UL -- UNDERWRITERS LABORATORIES D. OSHA -- OCCUPAT;ONAL SAFETY AN D HEALTH ACT A. NEAR ANTENNA RAD CENTER ELEVATION, A ./O -- NATI.N. . I.-mirli .... ../-- 1.TFU@'NATInk,Al .In nil. Innr A UIDDI F OF TOWFI (UID-IFIGH OF ANTFKINAN 1/ rARI r Pili Ig AV/i 7,1/ .. .... -- ....r... lu_/ir.i... .Aliur'u,u'll' ...... r. IrrA -- N.liLâ€¢r,AL ./C ....0 & OV ) 1 UM Vt ,. rn-8, D. AT MASTER GROUND BAR 3'-0 FROM MMBS-BEU CABINET 4 ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE MIH SPRINT SPECIRCAnONS. Sprint > 6. BANDENG SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A MAIN LINE COLOR BANDS SHALL BE 2~ VADE. MAINTAIN r SPACING BETNEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE y MDE WITH NO SPACE BETWEEN COLORS. - - -- - C. 11UPER COLOR BANDS SHALL BE 1- WIDE *TH 1' SPACE. .-#. h D. START COLOR BANDS 7 BEYOND WEATHERPROOF1NG. E. START SELECTOR COLOR NEXT TO END CONNECTORS I F p.1' 13.. ' 7. ANAL. COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA -- SCHEDULE SHEET A-4. BASED ON ANAL CABLE RUN LENGTHS DETERMINED BY GD. a SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL- CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE MASTEC COA)UAL- CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. NETWORK SOLUTIONS 10. PROMDE AT LEAST 5' OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES A 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, D{AMETER, COLOR CODING AND ALL APPURTENANCES MTH GOIT. ~ 2. THE HYBRID CABLE AND DIAWETER LENGTH IS SHOÂ¥,N ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GOIT. CABLES CANNOT BE CUT TO FlT. A 3. HYBRID CABLE INTERNAL_ GROUND MRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPEarCATIONS ~ 8/22/13 100% CONN JN 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A WANNER APPROVED BY GOIT, CANNOT ~ 7/29/13 90% CONST JN BE COILED, MUST BE SECURED TO TOWER MOUNTS. REVISION 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH SPRINT REV DATE BY DESCRIPTION SPEaFICAnONS ISSUED FORÂ· 6. BANDING SHALL BE IN ACCORDANCE WIâ„¢ SHEET A-4, RF-1. AL MAIN UNE COLOR BANDS SHALL BE 2- WIDE. MAINTAIN 1- SPAGNG BET*EEN. CONSTRUCTION B. .1.161PER COLOR BANDS SHALL BE 1' Â¥#DE MTH 1' SPACEL C. START COLOR BANDS 2- BEFORE MAIN CABLE END. 7. flNAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GOIT. <~>CENTER LINE 8. ALL HYBRID CABLE VILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED SOLUTIONS 3' HORIZONTALLY OR 4' VERTCALLY OR THE CABLE MANUFACTURER'S SPECIACAnONS WHICHEVER IS LESS. Advancing Wireless Networks MTH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL- SUPPORT. 16360 TABLE MOUNTAIN SITE WORK NOTES PARKWAY Golden, CO 80403 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY UNES OR LEASE ONES. UNLESS OTHERWISE NOTED. 303-993-3293 WWWCENTERUNESOLUTIONS.COM 2. DO NOT SCALE BUILDING DIMENSIONS FROU DRAWNG 3. SIZE. LOCATION AND TYPE Of ANY UNDERGROUND UnUnES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRANNGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROICT. 4. ALL EXISTING UTILITIES, FAaUnES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBIUTY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORWATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR AD.USâ„¢ENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCAnON OF ALL EXISTING UnUTIES AND FACIUn ES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH i UnUTY COUPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS Of REMOMNG OR r â€¢ ti ADUSTING EXISRNG URUTIES. ' t,1 9,/An 1, 4 4, 9 :44 44Â·Olt) ..... ,i< 5. CONTRACTOR SHALL VERIFY ALL EXISING UnLIn ES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF , . ... ...11 ./ . CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENG,hEER FOR RESOLUTION AND INSTRUCTION. AND NO FURTHER WORK SHALL BEE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY lHE . ty....../J ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WIll HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 4.2.,>4)t~1',t .U\Alf<,I 6. CONTRACTOR SHALL CALL LOCAL- DIGGER HOT UNE FOR UllUTY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCnON Ill ... 14.5~k. 7, All NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUC-nON SHALL BE ADAISTED TO FINISH El.EVATIONS PRIOR TO FINAL INSPEC11ON OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING UWITS. ALL SCALES ARE SET FOR A SIZE D- 24')<36 SHEET 9. ALL TEMPORARY EXCAVATIONS FOR â„¢E INSTALLATION OF FOUNDATIONS, Un UTIES, ETC., SHALL BE PROPERLY PROJECT INFORMATION LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL- SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. NETWORK VISION MMBS LAUNCH 10. STRUCTURAL All-S SUPPORnNG PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR ASPEN VALLEY HOSPITAL DRY DENSITY. DN33XC243 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY ALLING WITH 401 CASTLE CREEK ROAD APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. ASPEN, CO 81611 12 ALL FILL SHALL BE PLACED IN UNIFORM UFTS. THE UFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS EN nRE DEPTH WITH THE EQUIPMENT AVAILABLE. Pm<IN COUNTY 13. ANY AUS PLACED ON EX]STNG SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL- SHALL BE DRAWN BY CHECKED BY APPROVED BY PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOECHNICAL ENGINEER. MC JN KS 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, SHEET TJTLE BRUSH OR ANY OTHER DEPOSITS WILL REWAIN. ALL MATERIALS COLLECTED DURING CLIANING OPERATIONS SHAU BE DISPOSED OF OFF-SITE BY THE GENERAL- CONTRACTOR. 15. ALL REES AND SHRUBS WHICH ARE NOT IN DIRECT CONAUCT WTH THE NPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. GENERAL NOTES 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTIUTY COMPANY, TELEPHONE COWPAY, AND ANY OTHER ULLITY COMPANIES HAVING JURISDICTION OVER THIS LOCAnON. SHEET NUMBER All 11 .. . RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT FOUNDATON, FYrAVATON.1 AND PACKFU NOTES STRUCTURAL STEEL_ NOTES 1. ALL FINAL GRADED St-OPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL 1. ALL STEEL WORK SHALL BE IN ACCORDANCE MTH THE LATEST EDITION OF THE AISC MANUAL Of- STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASâ„¢ AS INDICATED BELOVE 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS. *- SPIARES: ASâ„¢ A'99,~. 50 KS SUBSTANTIALLY HORIZONTAL AND FREE FRO61 ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND ANGLES, BARS CHANNELS: ASTM AMS. 36 +91 WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE HSS SECTIONS: AS!11 500. 46 KE,1 PROVIDED mEN REQUIRED. COUPACTION Of- SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS PIPE NIT,ONS: ASTU A53Â·-E. 35 KSI MAN 95% Of THE MODIFIED PROCTOR WA)(11.IUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WTH ASâ„¢ D1557. 2 ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL- CONFORM TO BEARING CAPACITY IS REACHED AT THE DES%GNED EXCAVATION DEPTH. THE UNSATISFACTORY SOIL SHALL BE AISC. V,14ERE ALLET WEED SIZES ARE NOT SHOWN, PROVIDE THE MINIWUM SIZE PER TABLE J2.4 IN THE EXCAVATED TO ITS FUU DEPTH AND EITHER BE REPLACED Mâ„¢ UECHANICALLY COUPACTED GRANULAR AISC ~WANUAL OF STEEL- CONSTRUCTION'. PAINTED SURFACES SHALL BE TOUCHED UP. MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE WAY BE USED TO STABIUZE THE BOTTOM OF THE EXCAVATION. ANY STONE 4. NON-STURCUTRAL CONNECTIONS FOR STEEL- GRAnNG MAY USE 5/8-0 ASâ„¢ A 307 BOLTS UNLESS SUB BASE MATERIAL IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS Of CONCRETE- NOTED Oâ„¢ERMSE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF- UNSUITABLE MATERIAL SUCH AS VEGETAmON, TRASH, DEBRIS, AND 5. RELD MODIFICATIONS ARE TO BE COATED Â¥ATH Z]NC ENRICHED PAINT SO FORTH PRIOR TO BACK FILLING. BACK ALL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH. LOAM SANDY CLAY, SAND AND GRAVEL, OF? SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2' WAX DIMENSIONS. ALL BACK FILL SHALL BEE PLACED IN COMPACTED LAYERS. CONCRETE MASONRY NOTES 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MA)061UU E THICK UFTS BEFORE COMPACTION. EACH UFT SHALL BE WETTED IF REQUIRED AND COUPACTED TO NOT LESS THAN 95% Of THE 1. CONCRETE UASONRY UNITS SHAU BE MEDIU 61 WOCH T UNITS CONFORMING TO ASTM (90, GRADE N-1, MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WIâ„¢ ASâ„¢ 01557. (rk,-1,500 PS). MEDIUM WEIGHT (115 PCF). 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK ALLING. 2 MORTAR SHALL BE TYPE 'S' (WINIMUM 1,800 PSI AT 28 DAYS). 7. ANISHED GRADING SHALL BE SL OF'ED TO PROVIDE POSInVE DRAINAGE AND PREVENT STANDING WATER. THE 3. GROUT SHALL HAVE A MINIMUM COUPRESSIVE STRNGTH OF 3,000 PS# AT 28 DAYS. ANAL (ANISH) ELEVATION OF SLAB FOUNDATIONS SHALL- SLOPE AWAY IN ALL D]RECTIONS FROW THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE nNAL FINISH GRADE 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND All CELLS IN RETAINING WALLS ELEVATIONS. PROVIDEE SURFACE FILL GRAVEL TO ESTABUSH SPECRED ELEVATIONS VAVERE REQUIRED. AND WALLS BELOW GRADE SHALL BE SOUD GROUTED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WIâ„¢ GEOTEXTILE FABRIC TYPE: 5, ALL HORIZONTAL RE]NFORCEMENT SHALL BE PLACED IN BOND BEAM OR UNTEL BEAM UNITS. TYFAR-3401 AS MANUFACTURED BY 'CONSTRUCBON MATERIAL 1-BOO-239-3841~ OR AN APPROVED EQUIVALENT, SHO- ON PLANS. THE GEOTEXDLE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE 6 WHEN GROUnNG IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL- CONSTRUCT]ON JOINTS SHALL RECURRENCE OF- VEGETATIVE GROWTH AND EXTEND TO MTHIN 1 FOOT OUTSIDE THE SITE FENCING OR BE FORMED BY STOPPING THE GROUT POUR 1-1/2' BELOW TOP OF THE UPPERMOST UNIT. ElECmICAL CROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHAU BE COVERED WITH A MINIMUM OF 4, DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. IE FOOT TYPE No. 57 FOR FENCED 7. ALL BOND BEAM BLOCK SHALL BE -DEEP CUr UNITS. COMPOUND: FDOT TYPE No. 67 FOR ACCESS DRIVE AREA 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT eASE OF VEREAL CELLS HAVING GROUT UFTS IN 9. IN ALL AREAS TO RECEIVE Fltl. REMOVE ALL VEGETATION, TOPSOIL DEBRIS. WET AND UNSATISFACTORY EXCESS OF 40- 0~ OF HEIGHT. SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STR'P Of? BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT AU MATERIAL WIU 9. ALL GROUT SHALL BE CONSOUDATED V~TH A MECHANICAL- VIBRATOR. BIND MTH EXISMNG,/PREPARED SOIL_ SURFACE. 10. CEMENT SHALL BE AS SPECIRED FOR CONCRETE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL WATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION 11. REINFORCING BARS - SEE NOTES UNDER ~STRUCTURAL CONCRETE NOTES' FOR REQUIREMENTE AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT Of FILLS. 12. PROWDE ONE BAR DIAMETER (A MINIMUM Of 1/2-) GROUT BETWEEN MAIN RONFORCING AND MASONRY 11. IN AREAS WHICH EXISTING GRAVEL SURFAaNG IS REMOVED OR DISTURBED DURING CONSTRUCTION UNITS. OPERAnONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFAaNG AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPEGFIED, ALL RESTORED GRAVEL SURFACING SHALL 8E FREE FROII 13. LOW UFT CONSTRUCTION. UAXIMUW GROUT POUR HOGHT IS 4 FEET. CORRUGATIONS AMID WAVES. 14. HIGH LIFT GROUTED CONSTRUCTION WAY BE USED IN CONFORMANCE WITH PROJECT SPEDFICATKONS 12. EXISTING GRAVEL SURFAaNG WAY BE EXCAVATED SEPARATELY AND REUSED MTH THE CONDITION THAT ANY AND SECTION 2104.6.1 OF U.B.C. UNFAVORABLE AMOUNTS Of ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDI n OIl At- GRAVEL RESURFACING MATERIAL AS NEEDED TO PROMDE A FULL DEPTH 15. ALL CELLS IN CONCRETEE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE COMPACTED SURFACE THROUGHOUT SITE. DRAWINGS OR SPECIACATIONS, 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACION AND SUB GRADEE ELEVAnONS 16. CELLS SHALL BE IN VERTICAL AUGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO AUGN WITH CORES BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE CONTAINING REINFORaNG STEEL THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE RLLED AND COMPACTED MTH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING 17. REFER TO ARCHITECTURAL DRAMNGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATER AND JOINT DEPRESSIONS IN THE SUB GRADE. TYPE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS VALL OPERATE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FRON INAJRIOUS AMOUNTS OF DUST, LUMPS, SHALE. ALKAU OR ORGANIC MATERIAL 15. DAMAGE TO EXIS11NG STRUCTURES AND/OR UT]UTIES RESULTING FROM CONTRACTORS NEGUGENCE SHALL BE 19. BRICK SHALL CONFORM TO ASâ„¢ C-62 AND SHALL BE GRADE MW OR BETTER. REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOISOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SUE AT LOCATIONS APPROVED BY STRUCTURAL CONCRETE NOTES GOVERNING AGENCIES AT NO ADDITIONAL COST TO â„¢E CONTRACT. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST-IN-PLACEE CONCRETE. ENVIRONMENTAL NOTES 2. ALL CONCRETE SHALL HAVE A MINIMUM CONPRESSIVE STRENGIH fc'-3,000 PSI AT 28 DAYS UNLESS 1. ALL VORK PERFORMED SHALL BE DONE IN ACCORDANCE MTH ISSUED PERMITS. THE CONTRACTOR SHALL BE NOTED OTHERMSE. RESPONSIBLE FOR PAâ„¢ENT Of nNES AND PROPER CLEAN UP FOR AREAS IN VIOLATION, 3. REINFORaNG STEEL SHALL CONFORM TO ASâ„¢ A 615, GRADE 80, DEFORMED UNLESS NOTED 2. CONTRACTOR AND/OR DEVELOPER SHAU BE RESPONSIBLE FOR CONSTRUCPON AND MAINTENANCE Of EROSION OTHERWISE. WELDED WIREI FABRIC SHALL CONFORM TO ASâ„¢ A 185 WELDED STEE. NRE FABRIC AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTEC'nON Of- ADJACENT PROPERTIES. ROADWAYS UNLESS NOTED OTHERWISE. SPUCES CLASS '8' AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED AND WATERWAYS *ID SHALL BE MAINTAINED IN PLACE THROUGH FINAL- ARISDICDONAL INSPECTION & OTHERWISE. RELEASE OF SITE. 4. THE FOLLOWING MINIMUM CONCREE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 1 CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECnVE SHOWN OTHERMSE ON DRAWINGS: MEASURES MTHIN THE UMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. CONCRETE CAST AGAINST EARTH... ..3 IN. 4. NO SEEMMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSON]BLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEC)IMENT CONTROL- FENCING MAY BE REQUIRED CONCRETE EXPOSED TO EARTH OR WEATHERÂ· IN ANY AREAS SUBJECT TO EROSION. ~6 AND LARGER...............2 IN. 4 AND SMALLER & WAr...............11/2 IN. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON â„¢E SITE AT ALL TIMES WITH SILT Â»ID EROSION CONTROL- MEASURES MAINTAINED ON THE DOWNSTREAM SIDE Of SITE DRAINAGE. ANY DAMAGE CONCRETE NOT EXPOSED TO EARlH OR WEATHER OR NOT CAST AGAJNST THE GROUND: TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. SLAB AND WALL..............3/4 IN. BEAMS AND COLUWNS. .1 1/2 IN. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECPONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 5. A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE MTH ACI 301 SECTION 4.2.4 7. CLEARING OF3 vEGETAT!061 AND TREE RE)(OVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A UINJUUM ONLY TREES NECESSARY FOR CONSTRUCnON OF THE FAOUTIES SHALL BE REMOVED. 8. HOLES TO RECEIVE EXPANSION/WE[)GE ANCHORS SHALL BE 1 /8' LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDAnON FOR 8. SEEDING SAND MULCHING AND/OR SOODING Of THE SITE VALL BE ACCOMPUSHED AS SOON AS POSSIBLE EMBEDMENT DEPTH OR AS SHOWN ON TH E DRAVANGS. LOCATE AND AVOID CUTENG EXISTING REBAR AFTER COMPLET,ON OF THE PROJECT FACILITES AFFECTING LAND DISTURBANCE. WHEN DRILUNG HOLES IN ELEVATED CONCRETE SLABS 9. CONTRACTOR SHALL PROMDE ALL EROSION AND SEDIMENTATION CONTROL- MEASURES AS REQUIRED BY LOCAL, 7. USE AND IN STALLATION Of CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROU SOIL LOSS AND TO PREVENT MANUFACTURER'S WRITTEN RECOUM ENDED PROCEDURES. ACCUMULAnON OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAMNG THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, SmAW BALE SEDIWENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST Of CLEAN. HARD. SOUND, DURABLE, UNIFORM IN OUAUTY STONE FREE OF ANY DETRIAAENTAL QUANTITY Of SOn, FRIABLE, THIN, ELONGATED OR LAWINATED PIECES, DISINTEGRATED MATERIAL ORGANIC MATTER, OIL, ALKAU. OR OTHER DELETERIOUS SUBSTANCES. 1 -F -Â» I. WEATHERPROOFING NOTES STANDARD CONSIRUCRON SPECIRCATIONS FOR WRELESS SITES 1.0 WEATHERPR00F1NG CON NECTORS AND GROUND KITS: Sprint > A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFâ„¢G AND TAPE. THIS INSTALLA-n ON MUST BE DONE IN ACCORDANCE Â¥111}1 â„¢E MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREA1ER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING UUST BE DONE PER THE FOLLOWâ„¢G INSTRUCTIONS. - - *7 h 2-0 BUTTL RUBBER TAPE INSTALLAnON PROCEDURE: 1, REQUIRED MATERIAL= BLACK ELECTRICAL. TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES VIDE 420, Fil /01 1 0 / 11 l 61,/ '. 11 /2 2 REQUIRED TOOLS: KNIFE OR SaSSORS. - =001.- STEP 1: â„¢OROUGHLY CLEAN AND DRY THE SURFACE OF' COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS Of- BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF -TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AN D MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED. MASTEC ONE IN EACH DIRECTION. ~TH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. NETWORK SOLUTIONS SIEP 2 WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL ROBBER TAPE (2 TO 3 :NCHES MDTH) OVER THE Bt,ACK ELECTRiCAL TAPE {)VERLIPPING E.ACH ROW DY APPROX<MATELY 1/2 1NCH â„¢E BUIrl, RUBBER TAPE MUST EXIEND 2 70 3 INCHES (lhE TAPE WIDTH) PAST SE ELECNNICAL rAPE A ANG COUE *N GOOD CONTACT If TH 11-1Â£ UN[>EfilÂ¥:NG CABLE. ON CONNECT,2405. M+EN WCATHERP'ROOFING FROM 111E MAIN ONE TO '111Â£ .1.NPER. BLBLD UP 'MIS AREA WTH EURA EjUT~rl. RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREI Of VOIDS AND AIR PACKETS DOWN TO THE A SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS Of BLACK ELECTRICAL TAPE 2 INCH IDTH A OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BEE WRAPPED SO â„¢AT THE ENDS ARE IN â„¢E UPWARD DIRECTION A CREADNG A SHINGLED EFFECT WITH THE TAPE SO WATER VALL BE REPELLED AND NOT All OWED TO COUICT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPEE WIDTH) PAST â„¢E BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ~ 8/22/13 100% CONST JN ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. â„¢E LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP A 7/29/13 90% CONST JN KNIFE OR SCISSORS REVISION REV DATE BY DESCRIPTION ISSUED FOR. CONSTRUCTION ~CEN TERLIN E SOLUTIONS Advancing Wireless Networks 16360 TABLE MOUNTAIN PARKWAY Golden, CO 80403 303-993-3293 WWW. CENTERLINESOLURONS.COM th - 1 0,>i C i r'th t . O'+U & i.y , :4% 1 -, ALL SCALES ARE SET FOR A SIZE -[7 24-%36- SHEET PROJECT INFORMATION NETWORK VISION MMBS LAUNCH ASPEN VALLEY HOSPITAL DN33XC243 401 CASTLE CREEK ROAD ASPEN, CO 81611 PITKIN COUNTY DRAWN BYÂ· CHECKED BY: APPROVED BY MC JN KS SHEET TITLE: GENERAL NOTES SHEET NUMBER AID It . .1- -1 V#.22.r 59 23 .k ~~~%9 NOTE: . CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS AND SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION. Sprint > .C- -1-'.. <+117,~41,*,7-'7 9011*LL%2--~ @ MASTEC \ NETWORK SOLUTIONS ' A EX & NEW SPRINT E.."Â·,MEN-1 CABINETS EX. & NEW SPRINT . - - EX. GRASS AREA ~ ANTENNAS BELOW 20' -3 /'\ 191.- U EX. & NEW . 6 SPRINT i EX. SPRINT SUFFORT ) . . _:0,â‚¬*1-H AL \ Â·4' ANTENNAS FRAME AND SC~N \1Â»29< 1 b.Â·0~KAÂ·j \ -1 -- g 8/22/13 100% CONST JN T / V p %.5%51 r 4/2Â» * \ Â£ 7/29/13 90% CONST JN ~ ~-NIghl REV DATE DESCRIPTION BY / \\ Fi .8-Â»er REVISION \-%M \ --AP+I 'Al %*,/ 01' 4 t j ISSUED FIOR 1/// \ 6 be- Â»â‚¬* CONSTRUCTION EX. COAX TRAY 3 \ 6 \ \ m EX. STEEL SCREEN ,~#31~~ EX. ROOFTOP \ <~>CEN TERLIN E -, i' \ # HVAC EQUIPMENT - Â° --~- 9 ~~ SOLUTIONS / Advancing Wireless Networks E\ EX. COLUMN LINE 19 \ ///\ 16360 TABLE MOUNTAIN t\ /// \ PARKWAY ~ -- ~ Golden. CO 80403 303-993-3293 1,- . EX. & NEW SPRINT ~ ~ -' 1 J WWW.CENTERLINESOLUTIONS.COM ANTENNAS . \ r-EX. WALKWAY AND --~ Â· EX MAIN ROOF ~/ STORAGE AREA BELOW ' /4 \ I d NOT ALL 2 0 ... ROOFTOP . 4 + .- 17 -7â‚¬3 f U ... 2 . I EQUIPMENT SHOWN ALL SCALES ARE SET FOR A SIZE Â·DÂ· 24'X38 SHEET PROJECT INFORMATION NETWORK VISION MM8S LAUNCH ASPEN VALLEY HOSPITAL DN33XC243 401 CASTLE CREEK ROAD ASPEN, CO 81611 Pm<IN COUNTY DRAWN BY: CHECKED BY APPROVED BYÂ· MC JN KS SHEETTITLE OVERALL SITE PLAN 4' 0 8' 16' 24' 1 1 ..1 .SHEET NUMBER ELL 1 Al SCALE: 1/8=-1'-0 1 ~OVERALL SITE PLAN ~ SCALE: 1/8"=1'-0" 11 1 22 EN {R 30 1 m32 Z EX. SPRINT COMPACT MODCELL 4.0 SprintÂ®> Lk SPRINT COMPACT MODCELL 4.0 EX. SPRINT POWER CABINET EX SPRINT POWER CABINET . - --- NEW SPRINT MUBS 9// 1 1 --GPS ANTENNA <i EX SPRINT BBU (TO BE REMOVED) *i- ' ' ilh , 'I 621 9 v - *-LE f .44 '-4 Â· lu, 5 A j MASTEC id#Vitt tv/4 \ %5.15- Aj 3 1 U/\ \ iLe>. 1 NETWORK SOLUTIONS --'33-rs-t ~1 9-11Â»*~~ :z - -Â°Â°5-- EX. SPRINT STEP-DOWN 7- v " 1*4~ ~9- ~; Pkbsjo,0,000% TRANSFORMER EX. SPRINT STEP-DOWN - gr \\ 4.-/> 8 \ . /21 # TRANSFORMER EX. SPRINT DISCONNECT 0 4 01 Uppy Ex, SPRINT PLATORM & SCREEN WALL U i \1/0/ EX. SPRINT PLATORM & SCREEN WALL EX. SPRINT DISCONNECT EX. SPRINT 200A PPC 'Ai EX. SPRINT 200A PPC - / -0 - 3\ 8/22/13 100% CONST JN * EX. SPRINT TELCO BOX 3\ EX. SPRINT TELCO BOX * ~ 7/29/13 90% CONST JN EX. SPRINT COAX (TO BE REV DATE BY REVISION REMOVED AT FINAL) - DESCRIPTION EX- SPRINT COAX ISSUED FOR NEW SPRINT HYBRIf-LEX 4 CABLES TO FOLLOW EX. CONSTRUCTION f Â¢ COAX ROUTE <~>CENTER LINE SOLUTIONS Advancing Wireless Networks 1 EXISTING EQUIPMENT PLAN 2 INTERIM EQUIPMENT PLAN 16360 TABLE MOUNTAIN PARKWAY SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" Golden, CO 80403 303-993-3293 WWW.CENTERUNESOLUTIONS.COM r- -p- NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS | AND GROUNDING CONNECTIONS AS REQUIRED . 1 NEW SPRINT BBU (PLACE OVER PLATFORM BEAM) * -- 346 1 0 SPRiN r MMBS W/ GPS , , -. ANTENNA 11 -,1.0;,7 7 701'f ..1 ' i. /1.-9.4 t \L â‚¬ \ g \> -$, 1.-3 % A EX. SPRINT STEP -DOWN ~r--0 9 4 55 " Lft 4,%< _6*vistfsss All SCALES ARE SET FOR A SIZE Â·DÂ· 24'X36' SHEET TRANSFORMER .0. 1 '0 M . PROJECT INFORMAT)ONÂ· ps n NETWORK VISION MMBS LAUNCH 4 Ex SPRINT PLATORM 4:'234440- EX. SPRINT DISCONNECT & SCREEN WALL ASPEN VALLEY HOSPITAL b. 0/bur DN33XC243 EX. SPRINT 200A PPC t.*# w:4 401 CASTLE CREEK ROAD ~ ASPEN, CO 81611 93Â« PITKIN COUNTY EX. SPRINT TELCO BOX DRAWN BY: ~ ~ CHECKED BY APPROVED BY MC JN KS SHEET TITLE ------------------------- SPRINT HYBRIFLEX CABLE EQUIPMENT PLANS 1' 0 1' 2' 3' 4' 80 SHEETNUMBER A O 3 | FINAL EQUIPMENT PLAN SCALE: 3/8-1'-0' SCALE: 3/8"=1'-0 11 '-Ill rd RECEIVED SEP 1 0 2013 Gil r OF ASPEN COMMUNITY DEVELOPMEI EX. & NEW SPRINT EQUIPMENT SprintÂ®1~â€¢ CABINETS (NOT VISIBLE) ./-. EX. SPRINT C.L. GAMMA AN [EMNA EX. & NEW SPRINT ANTENNAS, SCREEN WALL 4 TYP. X2 PER SECTOR & EQUIPMENT Â·C ELEV. 28'-04Â» PLATORM C.L. Aa,B AN1ENNASâ€ž = ,-7-9'LE;49 | 69:16*~akÂ·J, ' 9n I T.O SCREEN WAL-L 4 ELEV. 26-0"+6 EX. SCREEN WALL |~| W/ HVAC ~@ ELEV. 251.0 MASTEC EQUIPMENT , ll-1 NETWORK SOLUTIONS T.O. ROOF PARAPET.h ELEV. 17'-6" A A 1 8/22/13 100% CONST JN Â£ 7/29/13 90% CONST JN -- ' REVISION ]L==J ~ REV. DATE BY DESCRIPTION - " ISSUED FOR r/F LN<-1-C-1.. )â‚¬7Â· .2.-UE--"L-WUPFU-~ 27- )uuc- i< , - 27. A. TEET - r /--, 1 CONSTRUCTION -i EX. GRADE ELEV. O'-O- --~ <~>CENTER LINE SOLUTIONS 1 EAST ELEVATION Advancing Wireless Networks SCALE: 3/16"=1'-0" 16360 TABLE MOUNTAIN PARKWAY Golden, CO 80403 303-993-3293 WWW.CENTERLINESOLUMONS.COM EX. & NEW SPRINT ANTENNAS, TYP. X2 PER SECTOR i EX. & NEW SPRINT EQUIPMENT Â· CABINETS (NOT VISIBLE) CL GAMMA ANTENNA4 EX. SPRINT SCREEN WALL _ ELEV. 28'-04/- ' & EQUIPMENT PLATORM 1 , 0, .... C.L. A&13 ANTENNAi F : 34610 - r : 1 . EX. SCREEN WALL ELEV. 26'-0"$Â·/Â·- 90/ HVAC , T,O SCREE N WALL , EQUIPMENT ELEV. 251 -0" ' 41 -% w. _ 1 1 0 : le )11 ull T.O. ROOF PARAPET,h : :i ...i. , -ELEV/1-*16. Ur ALL SCALES ARE SET FOR A SIZE Â·DÂ· 24-*36Â· SHEET PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH ASPEN VALLEY HOSPITAL DN33XC243 401 CASTLE CREEK ROAD ASPEN, CO 81611 Pin<IN COUNTY L--1. i: _ _ -1 1 .~ DRAWN BY CHECKED BY. APPROVED BY: -3-0 - - - 7% -3. W.-'~- - -57- -7 lEn > C p *=7' MC JN KS SHEET TITLE: EX. GRADE ---4 ELEV. O'-O. - ELEVATION SHEET NUMBER AQ 2 - ~ NORTH ELEVATION er/, c. 9,4.--4, n'" T -- -------- 1 1 #b *e 46%7400 %400 NEW SPRINT NV ANTENNA i -' I '1 %,4 14%., O. 43 & (2) RRU'S ON NEW SprintÂ®> Of./. 3% Ex SPRINT 8BU (TO BE ... i n MOUNT (SEE DETAIL 3Â· eX 6 I .: . IA /: 7/A7) -ss.-5' REMOVED) 1 1 '62' '94 6,/ , - -# Â», 1, c. <scrr EX. SPRINT DUAL ' 9 -*+11 U \ 0 7 EX. SPRINT DUAL ~ 4- -Â£ EX. SPRINT DUAL 5< X,; 11\ \ ~T~N~TODUB~ 236>ft 1-19 /11.~Ir .1%/P/,1~Â»\,Â« \ -,4& REMOVED AT FINAL) Â©cm,1,1.-~ 9035.-fEMOVED AT FINAL) < 43/4<73 .Â¢ , 4 1,0114 1:11,114114= ANTENNA 1 Â£11 ANTENNA 602, f fl ANTENNA (TO BE -,9 \\' *,/7\ \ I *-4, 2 '6. < r.%*'toil 41*12Â·X'c-7 5 1 ** r :.0 *Pap 1 MASTEC m 4 9- 'B - COAK 3*11 49# 1 te \\\ -. NETWORK SOLUTIONS \\% 1% / â‚¬,0,41 \b -401#~EW SPRINT NV ANTENNA I W- EX. SPRINT CABLE ~.,- 1 EX. SPRINT CABLE & (2) RRU'S ON NEW i -Lf.3 MOUNT (SEE DET. 7/A7) TRAY ..AK. /1. k. ROOFTOP 1 {VAC t ,/132, ROOFTOP I iVAC Â·lk EQUIPMENT - EQUIPMENT - Z1 NEW SPRINT NV ANTENNA ~ g & (2) RRU'S ON NEW 9 MOUNT (SEE DET 7/AD A 8/22/13 100% CONST JN 0 7 JN 0 , A ' ~ 7/29/13 90% CONST EX. SPRINT DUAL , Â·4 REV DATE REVISION ANTENNA , 1 (TO BE REMOVED AT FINAL) .<6 .2\, EX. SPRINT DUAL ANTENNA 1 DESCRIPTION _1.5 /44 41 ISSUED FOR: 11 2.9 7, 07 4, A CONSTRUCTION e 41> 24/ t :p 491, L.nt. ~CEN TERLIN E ' 1, 0, '6 SOLUTIONS Advancing Wireless Networks 1 EXISTING ANTENNA PLAN 2 INTERIM ANTENNA PLAN 16360 TABLE MOUNTAIN PARKWAY SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Golden, CO 80403 303-993-3293 WWW.CENTERUNESOLUTIONS. COM 800/1900 EQUIPMENT RRU / HYBR D CABLE SDHEDU -E ~ SPRINT NV ANTENNA & o. 'P .' (2) RRU'S SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE HYBRID CABLE JUMPER JUMPER RET RET CABLE RET CABLE LENGTH DIAMETER SIZE LENGTH LENGTH MANUFACTURER MODEL- NUMBER 4 91 1-1 -0 y ALPHA RRH-C2A & RRH-P4 7)800MHz & (1)190064Hz 120 1.06'- 1/2. 6 6' COMMSCOPE iRET AISGvl.1 BETA RRH-C2A & RRH-P43)8006IHz & (1)19006IH: 120 1.06- 1/2' 6 6' COMMSCOPE RET AISGvt.1 3.04 GAMMA RRH-C2A & RRH-PA (1)8006(Hz & (1)190061Hz 75' 0.98Â» 1/2' 6' 6' COWKISCOPE RET AISGvl.1 0;Â«en 6 ANTENNA SCHEDULE Â· Â· 4 Cf BECTOR FREQUENCY MFR. MODEL QUANTITY ~ZIMUTIÂ· RAD CTR. ANL SIZE ANTENNA ANTENNA ANTENNA ANTENNA 1 ELECT 11LT MECH TILT . . 34610 .6 800/1900 800/1900 j j 1,14Â» '1: 4 4% g M tÂ© ~~ ~ . 49&.' ALPHA 800/1900 MHz RFS APXVVERR18-C-A20 1 (PER SECTOR) ~ 60 26'-0~ 72-X11.8â„¢7.9~ -17-1 0/0 BETA 800/1900 MHz RFS APXV9ERR18--C-A20 1 (PER SECTOR) 1 225Â· 26'-0- 72-*11.8-X/.9- -17-1. 0./0. A I *) * 4/0. 4< He .# 1 . 1. . ... ..P ... 1/.. GAMMA 800/1900 Witt RFS APXWERR18-C-*20 1 (PER SECTOR) ~ 330 28--0- 72-X11.8â„¢7.9' -17-1Â· 070Â· k. 1% ~ ., Â»~SPRIMT NV ANTENNA 9 (2) RP. U't EX. SPRINT CABLE NQ= NQIES. ALL SCALES ARE SET FOR A SIZE -D- 24Â·*36 SHEET TRAY Â»Â·Â« STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE Ey ROOFTOP f+VAC PROJECT INFORMATIONÂ· EQUIPMENT - FLAGPOLES AND TOWER SITES BEFORE INSTALLAnON OF NEW NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD 4 ANTENNAS, NEW RRHs, dc NEW CABINETS/TEMPORARY PLATFORM. CENTER AND ORIENTATIONS WIâ„¢ SPRINT PCS PRIOR TO INSTALLATION NETWORK VISION MMBS LAUNCH STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING ASPEN VALLEY HOSPITAL SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE SPRthll NV ANTENNA & NQIE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER DN33XC243 (2) RRU'S EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL 401 CASTLE CREEK ROAD ANALYSIS BY OTHERS. CON1RACT0R SHALL REFER TO TOWER ASPEN, CO 81611 NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHS WHICH SHALL BE STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF Pin<IN COUNTY \ MOUNTED ON THE PIPE BEHIND THE ANTENNA MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. DRAWN BY CHECKED BY APPROVED BY FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, MC JN KS F REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. SHEETTITLE 42. f, ANTENNA PLANS & NOTES .1.-2. 20 0 4' 8' 12 SHEET NUMBER: 8/1 3 ~ FINAL ANTENNA PLAN SCALE: 1/4'-1'-0 ~ SCALE: 1/4"=1'-0' Fy 493 0,# 23 2. zÂ·Â·Â·- GPS-â„¢R-HR- 26NCII / UNT MINIMUM OF 75% OR ...-GPS 4--GPS-â„¢G-LMNT 270' IN ANY *"Â·---S66M BLOCK FOR LIDA ' / ANTENNA MOUNT DIRECTION .,/~ C-Â·OBSTRUCTIONS 2 - GPS SURGE ARRESTOR %*' ATTACHED TO / / MUST BE BELOW 15 Sprint > 1"0 PIPE / .1 - C /-* ' \ -- f DIA (SDI 40) 6---- :I STAINLESS STEEL > . == .-1.-,E= ..... .1--9-==,-- k $ -:t 1/ . 4 . 1 1 \ 11,41,4 10 114 Â¢4.1 OF GALV PIPE I # i / 4 '..4. BATTERY /1 -/'~/ 2./ . i 1 NQIES a 41. ' ' 40" BATTERY #0 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASEN TO A STANDARD 1"0, SCH. 40, GALVANIZED STEEL OF- STAINLESS STEEL MUDROOM 1/ PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH COMSEAL 41 RRH (GAMMA Â·Â·-Â·Â·Â·/ Â£ 'f ~- AC/GROUND (MIN. OF 18", 8'-0- IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND -MARKER: ROXTEC 6 11 / I h PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. -P/N: COMSEAL 16/16 , RRH BETA -/ p ORT LAYOUT DETAIL ~- RRH ALPHA MASTEC 2. IT IS CRIT]CAL THAT â„¢E GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE 8ASE OF NETWORK SOLUTIONS .. ENLARGED TO SHOW NOTES THE ANTENNA IS WITHIN 2' OF LEVEL. - -----1-IDA OR BH CABLE ~ 3. DO NOT SWEEP TEST GPS ANTENNA -- --- GPS CABLE MUDROOM DETAIL 4. ATTACH GPS MOUNRNG PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE ENLARGED TO SHOW NOTES MOUNTED A MIN. OF 2'-0" ABOVE MMBS-BBU CABINET. A 2 GPS UNIT PIPE MOUNT & REQUIREMENTS A A NEW NEW SCALE: NTS CABINET CABINET ,- 2 3/8- OD ' PER RRU ~ 8/22/13 100% CONST JN 0- 2- LB HOUSING INTO MUDROOM- ' / 1 / MOUNTING PIPE TECHNOLOGY ~ 7/29/13 90% CONST JN L ~ ~- 2 HEAVY WALL COUPUNG-x \ -A REV DATE BY REQUIREMENTS REVISION - j.-7 1 DESCRIPTION Â° â€ž/ /~- 2" SEAL -BTE STRAIGHT --4 ~~...* ~gu O / NEW - '- 1 ISSUED FOR: MUDROOM ~,9 CONNECTOR SAMSUNG croggcio i 4 jl ./~ 3 /~~-uoukrrikIG CONSTRUCTION 9 r.2- SEAL Tim FLEXIBLE -.. i Â»--' i BRACKET AND d' . lili 11 i ,,-- NEW SAMSUNG CONDUIT TO NEW ~ :i HARDWARE Â» 8 MOUNTING BRACKET O EQUIPMENT \ -- ...n,0 --â€ž.. -â€ž :.... . ]11d m , 1 AND HARDWARE oococc) ~, Â·:0/ il,SNEEALT~F STRAIGHT - -.~.- ~CEN TER LINE f /--1 7 --/3 3- i , 2 1 .- I iii : : SOLUTIONS 1. 2 6 G L :1:53 01 w u : Advoncing Wireless Networks 2' LIQUID nGHT CONDUIT -._ --- ~-A1 & 2* E :b= FOR HYBRID CABLE P/N -L, /' ~.~., ~ 16360 TABLE MOUNTAIN #8436 '~i 2 w PARKWAY 0 : ry Z n: Â·ru 1 28 ' 01 2Â·53 2 1 IE,~ LU Golden, CO 80403 2" HEAVY WALL CONDUIT -- W W *1 11 . EQUIPMENT PAD r COUPUNG a p=r ~ 303-993-3293 EQUIPMENT PAD E.J.....-IN WWW.CENTERLINESOLUTIONS.COM ----2" SCH 80 PVC FROM -- i-~2--24& a d a . * 0,6 S. LE TELCO BOX INTO MUDROOM 1 SIDE VIEW ..k,---W REAR VIEW ..-2 -Â·Â·Â·-2 3/8"OD ~ ..<:"i ---- 2 3/8" OD 2" HEAVY WALL CONDUIT--0- MOUNnNG PIPE MOUNTING PIPE TOP VIEW LEFT SIDE VEW FRONT VIEW , . f : 1 4. 1 HYBRID AND TELCO LINE SUPPORT DETAILS 3 RRU POLE INSTALLATION DETAIL 4 i.3 34610. :Â·i SCALE: NTS SCALE: NTS , -4 RE{JII,~ RF--AN~NNA 13.75~ 9- , 15.75" :i i- ~~ I-1 - - POLE 1 1 1 11 -1 1-- 1 1 --POWER . 11,1 1 I 1â€¢i~ ' UADU 442>,41 1 - r.v- ,%,%.'.- r~ - 1.~11., 1. . (-48 V) tr' ,r- POLE MOUNTING BRACKET ~*-- PLANE WASHER 1 0 9 :. 6.- 1 1.-- I T Iii 1 1~111 li Ei .1 ': 4 1 ---1.-3.1-3.-0.'..2-)1(0 1 ...i U // -M12 SPRING W,ASHER /7 11 1 1 . 3 1,-- E i~i ~5) CPRI CABLE 2 / ~ p ii,i I ~' , - Â»- ... ''uÂ·Â·Â·ANT 1 Â·, i h., ..... ~4Â·...1'~./Â»Â· M12 HEX NUT ALL SCALES ARE SET FOR A SIZE 7 24-)(36 SHEET ! 1 TOP VIEW BOTTOM VIEW-*-GROUND ": 1 Â· ~CEÂ·Â·-- PROJECT INFORMATIONÂ· ': 6) RET CABLE 15.75" 0.1141-40.1,- ~ '3 NOTE; - w NETWORK VISION MMBS LAUNCH 4) POWER CABLE F~-E-111.11 1, FOR WALL MOUNTING ASPEN VALLEY HOSPITAL 1 11 J 1 2- FGND 1 1 /1 +,- MOUNTING , 0 / i,/7 TABS (TYP PLEASE REFER TO MMBS DN33XC243 N Nd .. ' 0 INFORMATIONAL PITKIN COUNTY '95 !4 i,} ' rel ' a - SPECIFICATION-R11-14 401 CASTLE CREEK ROAD V. ..1 ~, 31, , ---1 I r rj 1 1 10 MAY 2012 FOR GD.PPTX ASPEN, CO 81611 ...4.,i#it..Abi Int , FRONT VIEW SIDE VIEW , PÂ»7 ' ~~~~~~ RE:!1.,I-Â¢24 t DRAWN BY CHECKED BY APPROVED BY: k hip - 4 -=2.34 3) RRU-P4 GROUND ! | 7) RF CABLE n 13.75" HEX BOLT CABLE FEEDER LINE GROUND CABLE i N U.' th..2 iIIÂ£-0 :- 30 lilli 1 4 h SHEETTITLE: ~------OP- c PORT ! (GROUND KIT/7/8 IN FEEDER 1- 41 ~ EQUIPMENT -- -- +ANTENNA PORTS )211-1 --~ NI'llittlililit -=3 .IJ:,E--it 4 ~fi i: -J I , ~ MGV44-La.:3. LINE OR MORE) TGB dix:r'Â¥6 ~ 1~ WASHER | DETAILS pe m m .Â· --"Â·'i ~~F y'll '1 .-1.11._ 1 fl' RRU-CZA -..Â·----Â·Â· POWER PORT : 4 i j -i. 1 1) MGB GROUND CABLE 2) TGB GROUND CABLE ~ Â»173 ANn ANT2 *61 4 ..--Â·Â·- i : lili I MOUNTING i RET PORT In @09~ f' 'Alf i 5-T i SHEET NUMBER TGB AND GROUND KIT ARE USED IN CASE 1 OF THE 7/8 IN. FEEDER LINE OR MORE - ~ BOTTOM-VIEW--- GROUND Is & 1!e,111Â· I , I FRONT 0EW SDE VIEW : :1> .., '11 - Ag 1 -4144 i -- 4 ~ SAMSUNG MMBS WIRING DIAGRAM 5 ~1900 MHz RRU-P4 MECHANICAL SPECIFICATIONS 6 800 MHz RRU-CfA 7 800 MHz RRU 2ND GEN POI F MOUNT i SCALE: NTS ~ SCALE: NTS 1 SCALE: NTS j SCALE: NTS < 1. 1 <AP 43 /De ITEM SPECIFICATIONS SprintÂ® JP a CAPACITY MAX 4 BATTERY STRINGS FRONT VIEW 0 ~ AIR-CONDITIONER/COOLING 6' MIN : zure AC INPUT CIRCUIT N <00 WITH FAN FOR BREAKER 36" MAX hi <io EMERGENCY MODE 1 0:DO COOLING W .- %-I *. i 1'-6 2'-4" 2'-4" J CY (MCLEAN T20 HVAC) .- .,0 SOUND LEVEL 65BA 01.5m . BATTERY BREAKER #4 : E- 7 71(H) x 41.25(D) x Â· ! 4TH BATTERY *1-31'A 111 11" fl,t'L, - ~ 24.4" *- 2 24 4' ~ SIZE 27.6(W) INCH 1800(H) x 7 4.=: ANCHOR --- - E 1048(D) x 700(W) mm 1 Â· Â·Â· Â·Â· BATTERY BREAKER BOLT HOLE - |__ _ _ _ ~ ~ .ft_fÂ«-4 ~ CABINET WEIGH1 (TYP) 370 LBS #3 : i PER BATTERY 3RD BATTERY MASTEC / -/ STRING WEIGHT 529 LBS _-~11 ---i- i BATTERY BREAKER 5 0 4 NETWORK SOLUTIONS NEW NEW ;n BAHERY (12NDT190) AGM TYPE #2 i BBU MMBS W 11 g NARADA 190AH BATTERY BREAKER 3. CABINET CABINET N * (VRLA) 2ND BATTERY T i Â· .. ~ Â· ANCHOR AC POWER 220VAC, 3.5AMP TYP #1 14.4AMP STARTING / n 29 4, 1 BOLT HOLE BATTERY CABLE :41) 4- - e . 4% (TYP) DC POWER 10A MAX O48DVC TERMINAL isT BATTERY Z 7 4 )t-~~tÂ·oi,f J /4 /LA,:, xf / Â· LID A 8/22/13 100% CONST JN 14.4.-f.>3-3 / k~Â«L L..Jk~11 1 Â·I GROUND BAR CABLE ENTRANCE N -YE-- ID ~ 7/29/13 90% CONST JN REVISION REV DATE BY DESCRIPTION "' ISSUED FOR CONSTRUCTION 1 MMBS & BBU TYPICAL LAYOUT 2 ANCHOR BOLT LAYOUT 3 no" "Anâ€žICT 6, 1-1 W Wr~ 1-1 11~6 1 SCALE: NTS SCALE: NTS SCALE: NTS ~CEN TER LINE 3'-5. SOLUTIONS Advancing Wireless Networks 30-0. 2 -cÂ·4-3" i 2'-7" 6 4 16360 TABLE MOUNTAIN .1 8 PARKWAY p W Golden, CO 80403 - T s-4 * itt 111 1 303-993-3293 2'-8. I r. i U _ , ~. ~ WWW.CENTERLINESOLUnONS.COM . ~- 000 0 1 . e see W n I aae I F TOP VIEW I @ .- 8 2. r. LiU tri, I I t.. .1 r < Q 1 -:} '9 00 E., 34610 41 -,1 g B h '1 41 5 1 ... I: 1 111 ./.Â· . 1 .- 1 - /1 1 -1 :.. -, 0 1 10 4-7 4 If) 1 2-5- 2'-5" 41>,-,1.-, â‚¬ E , 1 --- -----~ )0 101 1 1 1 FRONT VIEW SIDE VIEW SECPON A ALL SCALES ARE SET FOR A SIZE Â·DÂ·24Â·)36 SHEET ~ 2- 1'-100 11-L ~- 2'-5- 1 2'-3" . ~ 2'-3- PROJECT INFORMATION . NETWORK VISION MMBS LAUNC}t 2'- 3~ 1 1 ASPEN VALLEY HOSPITAL BACK VIEW SIDE VIEW FRONT VIEW j HEX HEAD | DN33XC243 STOPPING 401 CASTLE CREEK ROAD PLUGS I ASPEN, CO 81611 , TOP WITH L Pm<IN COUNTY a -L 1 LIFTING T LUGS DRAWN BY CHECKED BY: APPROVED BY: r " .. - MC JN KS * < SHEET TITLE: 2'-1" ~ EQUIPMENT DETAILS J $ 1-2. 1 - SECnON B BOTTOM VIEW ANCHOR TOP VIEW ANCHOR (OU 1-DOOR 2'-5" BOLT HOLE BOLT HOLE 402 ' h EQUIPMENT *Ei,414'1 ,iÂ·Â· :'i,#.Â·1' 1(..... BBU EQUIPMENT WEIGHT & DIMENSIONS (TYP) . w 1. u'll'. i h -,1+ . 14/* ' 0 13 FrIFICATIOI\IS) (TYP) BOTTOM VIEW J'Â·Â·'.'-Â·' ..:Â·.INFT 1450.70<jili'ly,I.i.Â·F.irri/;0.N", Â· .:â€¢ Â·-Â·'r, Â· h. 1, â€¢ i Dji,i 9$41 j 1.Af,IM 1 180Â©,76â‚¬-0,018'820)1Â·nrn/70 84,n x 29.5irl x 'Â·0 Â·; Â· , 14,# - SHEET NUMeER: KIM/. ..192.Ll 251,0 '9 Â·Â·:a) W/O OU Stifif | '00-9 */4 0.4 -1.Elf BBU CABINET 16819 (3701bi) W/0 BATTERY 1 1)364-, â€¢i:,Â· Â·1At IERY 4 MMBS MECHANICAL SPECIFICATIONS 5 BBU MECHANICAL SPECIFICATIONS AA 11/.VI RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMEM SprintÂ®jâ€¢ MANUF.: RFS fli f- MODEL AP)<V9ERR-C-A20 LENGTH 72" # 1 -â€ž.le- WIDTH: 11.8 DEPTH: 7.9Â· /12711~1:?'ill' '4iÂ¢2' WEIGHT: 62 lbs i,00* i --- PLAN vtâ€¢44, ' ~ ~~~~u,!Â·_ ~~- MASTEC NETWORK SOLUTIONS I a A A A FRONT SIDE ~ 8/22/13 100% CONST JN g 7/29/13 90% CONST JN DESCRIPTION REVISION 1 ANTENNA SPECIFICATIONS - 800/1900 MHz 2 NOT USED 3 NOT USED REV DATE BY ISSUED FOR SCALE: NTS SCALE: NTS SCALE: NTS CONSTRUCTION r-(2) 1/2-0 x NOTES: BE SOFT) , 10*41â€ž4110,4 (105"RE 9Â·IALL SOODL Y UND ~ 3-1 /2" C/C 1. NEW ANTENNA TO BE MOUNTED ~bart 2'-0" / U-BOLTS TO 2-3/8~0 OD (NOM) SCH 40 ;~ c<â€¢NErnop# CLOSURE AND Rou, SOLUTIONS 1 4.-;ID POIN TS SHALL BE FIXED BEFORE RRU <~>CEN TERLIN E PIPE MAST. CONTRACTOR TO ,_--7BLE. Slill DE PLACED NOT TO TOUCH ~ P/N jpl-53010)_~_ R 7-(23 1/2~ 0xl l. __-1 SCHEDULE AND UPGRADE IF L CABLE SHALL 8% L.ARGEP THAN 9 VERIFY PIPE MAST SIZE AND WITH IDIA STRUCTURES OR OTHER Advancing Wireless Networks MI.TER,/.L.5 BEND#NG RAiNGS Ef ROI,LED 1/2~0 BOLT----2- 3 f 3-N'Â£ tiC \ REQUIRED. , REOUIREIENTS OF SPECNÂ·ril PRÂ·0004.1 1 (TYP) y...LPT U-BOLTS ~-3- i /2 2. PROVIDE CROSSOVER PLATE KIT PARKWAY 16360 TABLE MOUNTAIN 303-993-3293 ~ OD GALV BY SITE PRO 1 OR APPROVED CLAMP DETAIL Golden, CO 80403 .,-3-1/2Â»0 SCH | , PIPE EQUAL, SIZE AS REQUIRED. . -NEW MOUNTING HARDWARE (VALMONT * 3. ANTENNA AND RRU CABLING TO WWW. CENTERLINESOLUTIONS.COM / 80 PIPE j .'. BE CONNECTED PER RF DATA 1 1 L4*4*1/4 --' i SHEET, PROVIDED BY RF i 800 /// PIPE (SEE NOTE 1) Lep) ~ ~ OQUI VALENT) ~ NEW | -~-1 6 / - ANTENNA MOUNTING 0 1 ENGINEER. 0 | RRU . 1'-1-Li Oerf,/1 /-NEW PANEL ANTENNA ----------- r,, - L i M 1, ~4~/1,~-NEW pIPE MOUNT 2'-0 CONNECTION DETAIL r-FINISH - / SLOPE /f' 1 // HARDWARE. CONTRACTOR , 4 '/ *) Alripâ„¢ MAX OVERHANG / TO h U ,; ' t...O RE,9,/. 14~ A '1/ SHALL USE ADEQUATE 'Â·- 1-Â·Â·'Â· ' 1â€¢â€¢~'â€¢â€¢.~ 41 :C/64 HARDWARE THAT FITS 6 ~ ~ DRAIN 10'-OÂ» MAX 1 10'-0~ MAX : INITH AN EXISTING FRAME. + C. + I-- I v .0. 1 --..+- EXIS LING ANTENNA " , :.../7. ' ~ I I ~ " " ~ ~~ ~ i Vy 14,6 14* 1 â€¢ F ' 9 0 FRAME b .L *040113:* h i o 4.:.. P 2 - 1- . 1#*- - 2-1/2" SCH 40 PIPE 1 . I. i : 34610 -, : ' ti -.--=--NEW CROSSOVER PLATE /4/492Â£14 4'k -4. . 'i. pie:v , i - KIT GEE NOE 2) Â· ~ NUG 2 7 Â»i-1,- 4 .4-,NAL 1 Â·1~ff * ./ >Af/. O/*I -22 - 4 7 + - 4 <+x/---- -- ---NEW STAINLESS STEEL 1-_1 2'-0- WIDE "GRIP -- L4*4*1/4 -'' - DRILLER PIER ~ -~ PÂ© 2'-0- ! HANGER STRUZ (VALMONT FOUNDATION WITH (4) 45 -1 1 36\ - PLAN OR EQUIVALENT) BARS & #3 TIES 0 12 31(3-*1/4 STEEL ANGLE (8 alsÂ«Â·-0 2 ' -'~*---- --Â·NEW JUMPER (TYP) ----, 4.Jur- ..-fÂ·jEW HYBRID LONG) x. FREQUENCY CABLE i \ NEW / 1 ' 4 ICE BRIDGE DETAIL " \ 1 1900, 1 . , $ '-NEW HYBRID BREAKOUT / 5/8- U-BOLT ALL SCALES ARE SET FOR A S]ZE Â·D 24Â·X36- SHEFT SCALE: NTS \~ \. R R 1. f ' Tr ...1 \ UNIT. CONTRACTOR I \ SHALL MOUNT WITH j-- EQUIPMENT CABINET NOTES: 4 ' ACKL,;TiNG PIPE ~ ~~/ \.~ ~' \~ \, TO EXISTING FRAME. Â»67 ~ ". ADEQUATE HARDWARE EX. STEEL DECK â€¢ PROJECT INFORMATION: .,- -NEW 2 -3/8' 00 ANT?NNA | 9 0 NETWORKVISIONMMBSLAUNCH /' /- Hit.11 KWIK BOLT-TZ 1. THE CONTRACTOR SHALL i; (TYP OF 1 PER SECTOR) . ~ -,4;:w SGT TOMER STANDOFF l A ,-'' t ASPEN VALLEY HOSPITAL / USE S. S. KB-TZ ACCURATELY LOCATE ALL EXISTING ~ : ANDRE W TYPE SST-34 f \ .4 1 L NEW 4= STAINLESS STEEL CROSS MEMBERS DN33XC243 6Â» TUBE STEEL POST & r ~LU / FOR OUTDOOR REINFORCING BY X-RAY OR / r-U,â€¢, u= *.. \ CLAMP, ANDREW PART 401 CASTLE CREEK ROAD â€¢ ,/ APPLICATION EQUIVALENT METHODS. NO REBAR OR ~ -Â· r i k \ \ #31670-3 OR AN / r-EXISTING CONCRETE TENDONS SHALL BE CUT. ALL 0 / , w x \ APPROVED EQUAL (TYP OF * ASPEN, CO 81611 7 1 PAD EXPENSES RELATED TO REPAIR OR ~ j ---z: 1 2 PER BREAKOUT UNIT) 1 / O Pm<IN COUNTY / CUT REBAR OR TENDONS SHALL BE ---% i.i,refiRT TO AN1ENNA 1 \ 3/16~/ ": m DRAWN BY. CHECKED BY APPROVED BY B ~K_~.~ \ MOUNT PIPE OR MOUNT I / ENnRELY AT THE EXPENSE OF THE , *-z>Or x \ *TH BLOCKS 1 4 f 1' ~ MT RRU MOUNTING "~ * CONTRACTOR. : 1 1 HARDWARE 2. SPECIAL INSPECTION IS REQUIRED I NEW RET CABLE Â·'i 7-1 ~ MC JN KS 3-Xjb<1/4 STEEL ANGLE (8- SHEETT,TLE -NEW EMPER CABLE \'-NEW HYBRID FANOUT . Â· FOR (HILTI KWIK BOLT-TZ PER L-- _ - _-_ - 1.-ONG) EQUIPMENT t . ~ CABLE FROM NEW RF ESR-1917) CONCRETE EXPANS]ON Al? 11,)R SCHEDULE ANCHORS AGAINST SEISMIC. \ CABINET (TYP OF 1 PER D ETA I LS BOLT DIA HOLE DIA T EMBEDMENT 3. INSTALLATION OF WEDGE ANCHORS 1. SECTOR) SUPPORT BY 5/8 U-BOLT 3/r 3/8- 2- IN MASONRY IS NOT ALLOWED. '*, HOSTING GRIP EVERY 200' 1/2- 1/2- 3- 4. VERIFY WITH CABINET u.... SUPPORT HYBRID CABLE 5/8- 5/E 3 1/8* MANUFACTURER FOR MOUNT]NG HOLE WITHIN 12" OF BREAKOUT SHEETNUMBER 3/4- 314~ 3 3 /4- LOCATIONS. --- UNIT _-- - A 7 5 ICABINET ANCHOR DETAIL 6 - }TYPICAL BOOM & STANDOFF DETAIL 1900 ANTENNA DETAIL - 7 *ANTENNA M0UNT DFTAIL SCALE: NTS SCALE: NTS | SCALE: NTS 1 1 (3NIANal3O 01 01313) SEE TABLE â‚¬2 4 TYPICAL HYBRID CABLE COI OR CODE SECTOR FIRST RING SECOND KI NG THIR[) Rum SUP 'LIER SAMSUNG FIBEROPT]CS ASIA TAI TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 A GREEN NO TAPE NO TAPE LENGTH TOTAL WEIGHT WEIGHT/LF TOTAL WEIGHT T/LF SprintÂ®> TYPE B GREEN GREEN NO TAPE (FT) (Ke) (LBS) (KG) (LBS) (KG) ABS) (KGl (LBS) TOTAL LENGTH -114'-9.95" -180'-5.35 -213'-3.05- -262'-5.60~ -328'-1* -420.-0. r,Â·550'-0- G GREEN GREEN GREEN 60 13 28 0.2 0.5 19 41 0.3 0.7 HYBRID POWER AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR, AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 2 1 PAIR, CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, AWG 6 3 PAIR AWG 4 3 PAIR FREQUENCY COLOR CODE FOR PAIRS TYPE 1 75 16 35 0.2 0.5 22 49 0.3 0.7 CONFIGURAnON AWG 10 2 PAIR AWG 8 2 PAIR AND FIBER CABLES OF HYBRID CABLE 90 19 42 0.2 0.5 26 57 0.3 0.7 CABLE DIAMETER 0.98 1.06- 1.18 1.18"/1.25" 1.25" 1.56 1.69' * t. 42--t,t.. 105 30 66 0.3 0.6 29 65 0.3 0.7 FREQUENCY COLOR CODE FIRST RING SECOND PING BENDING RADIUS 11.81~ 12.99~ 15.35" 17.71" 17.71" 18.00"/30.00' 21.00735.00' 120 34 75 0.3 0.6 33 73 0.3 0.7 OPTIC CABLE L.C/PC- to- LC/PC, SINGLE MODE 800 MHz #1 YELLOW GREEN IYP E 2 135 . 38 85 0.3 0.6 46 101 0.3 0.7 & -- 1900 MHz #1 YELLOW RED 150 43 94 0.3 0.6 51 112 0.3 0.7 DU CABINET 2 PAIR POWER AND OP TIC CABLE WITH PE PIPE --1 1 =1111'36=*--*'. - (POWER CABLE 1900 MHz #2 YELLOW BROWN 165 47 104 0.3 0.6 55 122 0.3 0.7 TERMINAL MAX 1900 MHz #3 YELLOW BLUE 180 69 151 0.4 0.8 72 160 0.3 0.7 SIZE AWG 4) MASTEC 1900 MHz #4 YELLOW SLATE TYPE 3 195 75 164 0.4 0.8 78 173 0.3 0.7 RRU POWER AWG 8, 0.57 -0.60" 8 AWG CABLES 4 PAIRS CABLE SPEC AWG 10, 0.45Â»-0.48~ NETWORK SOLUTIONS 800 MHz #2 YELLOW ORANGE 210 80 177 04 0.8 85 187 0.3 0.7 NON USE POWER 2 PAIR POWER 2 PAIR POWER | 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER RESERVED # YELLOW WHITE 225. 89 196 0.4 0.9 102 224 0.3 0.7 AND OPT}C CABLE AND OPRC CABLE AND OPnC CABLE~AND OPTIC CABLE*ID OF'n C CABLE AND OPTIC CABLE AND OPTIC CABLE ~ MICROWAVE YELLOW PURPLE 1-YPE 4 240 95 209 0.4 0.9 109 239 0.3 0.7 PROTECTON VATH PE PIPE WIâ„¢ PE PIPE WITH PE PIPE WIâ„¢ PE PIPE WITH PE PIPE WIâ„¢ PE PIPE TYPICAL JUMPER CABLE COLOR CODE 255 101 222 0.4 0.9 115 254 0.3 0.7 2 270 133 293 0.5 1.1 122 270 0.3 0.7 SUP'LIER TESSeÂ° 6 CABLE . FREQUENCY ANTENNA PORT RRU PORT 285 141 310 0.5 1.1 152 335 0.3 0.7 LENGTH TOTAL WEIGHT COLOR 0.7 -TYPE (FT) (KG) (LBS) A RET RET N/A TYPE 5 300 148 326 0.5 1.1 160 353 0.3 800 MHz 800 MHz +45' ANT 1 GREEN 315 155 342 0.5 1.1 168 371 0.3 0.7 1 0.73 1.6 800 WHz -45' ANT 0 BLUE 330 163 359 0.5 1.1 176 388 0.3 0.7 1-YPE 6 1000 732 1613 ~ 8/22/13 100% CONST JN PCS1 -45' ANT 0 BLUE 420 402 887 JN ~ 7/29/13 90% CONST PCS1 +45 ANT 1 GREEN 1 1 2.2 REVISION 1900 MHz PCS2 -45 ANT 2 BROWN rYPE 7 1000 1006 2218 REV DATE DESCRIPTION BY PCS2 +45 ANT 3 WHITE 550 553 1220 ISSUED FOR RE T RET RED CONSTRUCTION 1 HYBRID AND JUMPER CABLES COLOR CODING 2 HYBRID CABLE TYPE N.T.S. N.T.S. <~>CEN TERLIN E w 2' TIFE ORS T PiNG r GPACE j 2- 1,2Â£ SIC,40 050 2 1- SPACE I r TAPE THIRD RING I 7 SPACE tâ‚¬ MAIN 1 2- TAFT *1$?ST Re;<. ! 2- TAPE SECOND RING 1 2- TAPE MaNG : 1~ SPACE 2- TAPE RIG V SPACE Â·7 1*PE. Fa~44 , HÂ»,6 COLOR CODE 13Â£ 5Â¥[EN V #I..*..% BETÂ¥Â£IN /A-2-1 ---4 ~ te,BRÂ© CABLE COLOR FREQUENCY COLOR COOEE FREQUENCY COLOR CODE ' OF &*[ AX,- OUT 01rt INDCA ~ FIRST RING 2 SEâ„¢IN SECOND RING BEâ„¢;EN THIRD RNIG (4) PAIR COPPER -. F Nt>*GS RINGS 1 42Â«* Al: FREUENCY FMNGS . ...1.1 - .r." A'INOS .-=.... .... Advoncing Wireless Networks SOLUTIONS \ 1 1 Dot.ce COOE 1 . - - 16360 TABLE MOUNTAIN PARKWAY Golden. CO 80403 TO RRU < . ..Â·. Â·.Â·Â·,Â·, .. ...Â· I ' - Â· Â·Â· Â· Â· Â·;-1 :P.....=Â·xrrÂ·Â·,-IÂ·.-7. Â· Â·, Â·Â·Â·~-Â·Â·~.- ; 303-993-3293 L 1 0 _ WWW.CENTERUNESOLURONS.COM irl' -=:.2-i.:-2 -*:-#- - -:-' 1 - I -- . le) FeE) c KEUS--j~ - , \ \ ---i / =g*--2-- HYBRID COLOR CODE TAPE '". ~'Â·-- FRED.,ENCY COLOR CODE TAPE Â¥IRAP TAPE AROUND / N , f gn, 4*.r. (SEE TABLE FOR DETAIL) 1 {SE TABLE FOR DETAIL) ~ CABLE THREE TI,ES ~ \ i , : 1.- '5 0 R E,4 i'',~A:b - - le SPACE BETÂ¥â‚¬EN CABLE ...Â·...:.....944 -- HYBRID ColoR CODE TAPE ' 1 (SEE TABLE FOR DETAIL) / 2 i HYBRID CABLE TO CABINET -Â·- j~ ~ 4 ' * ' ' 1. . -$ 71 'fl . L 4 2~ TAPE ARST RING . 1~ SPACE , 2- TAPE SECOND RING 1 C SPACE 1 7 TAPE THIK) RING I 1 SPACE BET,MIN ~ 2- TAPE FIRST RING 1 2- TAPE SECOND RNG , 7 SPACE FROW END 2- TAPE RING 1= SPACE 7 TAPE RING Â£ 1' SPACEE 1 TAPE RI& 5 1 f ; i 34610 42 9 HMED COLOR CODE BETWEEN ~T'WEI)1 HYBRID CABLE COLOR FREQUENCY COLOR CODE FREQUENCY COLOR CODE OF CREAK-OUT C~,UNDER ~ FIRST RNG BETWEEN 1 SECOND RNG BEn,EDI TFIRD RWIG / RINGS RINGS CODE AND FREQUENCY RINGS ~ / -1-- 1- ...M ~ RÂ»ICS ... (4) PAIR COPPER -. COLOR CoOE 1 - A - ' 21.-Â£.trt-14 45Â·Â· ;2 :1 TO CABINET < ------- 4 ' ' i.' 0 .d .4./5-:,:4'.'4 disfifz>/ 1 , \ 1 1 \ 1,RAP TKPE AROUND - / / (8) FBER CAM}-S -/ ALL. 1 0. 44â‚¬ 0 9 ~ FOR A SIZE 'D- 24-X36 SHEET 1 CABLE THREE TIWES -=----1-- HreR i) COLOR CODE TAPE \& i-'- FREQUENCY COLOR COOE TAPE MIN (TYP) (SEE TABLE FOR DETAIL) (SEE TABLE FOR DETAIL) ~ ~ ~,/ PROJECT INFORMATION: -Â·Â·' -- HYBRID ColoR CODE TAPE NETWORK VISION MMIS LAUNCH NQIE. .... NO SPACE BETMIN CABLE (SEE TABLE FOR DETAIL) ~.~ / ASPEN VALLEY HOSPITAL 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2' COLORED TAPE OR STENCIL HYBRID CARI F CONNFCnON AT CABINET HYBRID CABLE TO CRNNET TAG. COLOR TAPE SHAL-L BE OBTAINED FROM GRAYBAR ELECTRIC. DN33XC243 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2' 401 CASTLE CREEK ROAD FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, \4'ITH 1" SPACE BETWEEN ASPEN, CO 81611 EACH RING. PITKIN COUNTY 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WIâ„¢ THE "TYPICAL- HYBRID CABLE 1/4- SPACE :pt COLOR CODE~ TABLE ABOVE FOR THE RESPECT]VE SECTOR. ..IltiIÂ¥Uti.-22Â£22-QXL_.........._...~â€ž ..... ~.- r Â·~ DRAWN BY: CHECKED BY. APPROVED BY 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE 4Â·f, FRE'XjitÂ¥2~ FxÂ». al ' 3. 4- PAD ~C JN KS COLOR c cÂ« LL~..~ , .EL I # 8 : 1,41 1 1 UL _ 3/4- TAPE , COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE 3/4~ TAPE FRST ING SHEET TITI E: "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. FREQUENCY COLOR â‚¬ 01 '- CJOL THIRD RING CODE 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. CABLE 0 i 74' TAPE 3/4~ ANTENNA AND CABLE 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH . 3,Â¢' TAPE C,Ft'4*,0 Ne,0 TAPE ~ 1- SPACE 1. SPACE I - -1 _ ELC-Q!~10 F'NU '-rlnjqfc CÂ» i COLOR CODING DETAILS NO SPACES. 6 -, 4 f Proljoâ€¢ef col-01 THIRD 1 Â· I CODE RING 7. THE 2~ COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID 1 RRU CONNECTOR , FROM ANTENNA 2 FROM RRU CABU # ANTENNA CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH CONNECTOR AS POSSIBLE. SHEET NUMBERÂ· 8. COLOR BAND ON JUMPERS SHALL BE 2' WIDE WITH A 2" SPACE. JUMPER CABLE CONNECTON AT RRU AND ANTENNA - - DC-I 3 HYBRID CABLE COLOR SCHEME DETAIL 1 1 1 .1 1 1 RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT ELECTRICAL _NOTES 15. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. - ELECTRICAL NOTES (CON'T) VOLTAGE: 240V/120 PHASE: 1 SITE NUMBER: DN33XC243 MODEL NUMBER: NORTHERN TECHNOLOGIES 1, ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NAnONAL ' ELECTRICAL- CODES AND ALL LOCAL AND STATE CODE, LAWS. AND CORDINANCES. 16. ALL CONDUITS SHALL BE MET VATH BENDS MADE IN ACCORDANCE MTH NEC MAIN BREAKER: 200 AMP PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO WEET NEC TABLE 346-10 NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS MOUNT: SURFACE STANDARDS. WIâ„¢ 12- MINÂ»JUM INSIDE SWEEPS FOR All- CONDUITS 2 OR LARGER. ENCLOSURE TYPE: NEMA 3R Sprint > PANEL STATUS: EXISTING 2. CONTRACTOR SHALL COORDINATE MTH LOCAL- POWER COMPANY FOR 17. ALL CONDUIT TERMINAnONS SHALL BE PROVIDED WITH PLASTIC THROAT P~R~~E~E~11E~~SIC~WERT~AL EACENT~INAL~'2~08 '40:. INSULATING GROUNDING BUSHINGS. m. k Qi.. tr m Of Of 120/240 VOLT. SINGLE PHASE WITH 200 AMP RA11NG. 18. AU WIRE SHALL BE -TYPE â„¢WN, SOUD. ANNEALED COPPER UP TO SIZE 1/10 %22 m w P w A wm w . AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 < ~ 0- =G n: m a: a. rc ./1*) 4016 -~ A 1 1, Af, ' CK r LOAD DESCRIPTION 3& 6d 3=<j* 36 Qff# LOAD DESCRIPTION OK i -< --*Ip* .*. i . 3. CONTRACTOR SHALL COORDINATE *TH LOCAL TELEPHONE COMPANY FOR SERVICE DEGREES F), 98' CONDUCnVITY. MINIMUM #12. UNE REQUIREMENTS TO TERMINATE AT â„¢E PPC CABINET. . m Â£n Â£0 -' 00 m 19. ALL MRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES 1 TVSS 60 2 ON OFF 1 10 SPARE 2 r 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A AND CABINETS ~TH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED Â·Â·Â·Â· ' 1- DISCONNECT SWITCH PER SITE PLAN DETAIL DRAMNGS AND PER LOCAL unurr EQUAL 3 -- ON 1 15 Oft 4 COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE 5 SPARE 50 2 OFF ON 2 100 POWER CAB 6 LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 20. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 7 --- 8 5. LOCAL- POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR 21. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT 9 SPARE 50 2 OFF OFF 2 50 SPARE 10 : MASTEC SHALL COORDINATE INSTALLATION OF- METER WIT-H LOCAL- POWER COMPANY. TO AVOID LOCATION TO CONFUCTS. VERIFY WITH MECHANICAL CONTRACTOR AND Â· NETWORK SOLUTIONS COMPLY AS REQUIRED. 11 =--- ---- 12 6. UNDERGROUND POWER AND TELCO SERVICE UNES SHALL BE ROUTED IN A 13 SPARE 50 2 OFF OFF 1 20 SPAR[ 14 COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND 22. AU PANEL. DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. CONDUIT EXPOSED ABOVE GROUND SHAU BE GALVANIZED RIGID STEEL- TUBING 15 OFF 1 20 SPARF 16 UNLESS OTHERMSE INDICATED. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN AU CONDUITS PER THE 17 SAMSUNG MMBS 100 2 NEWNEW 2 t5 SAMSUNG BBU 18 SPECIACATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE A 7. ALL TELCO CONDUIT UNES SHALL BE 4~ SCH. 40 PVC CONDUIT UNLESS BONDED AT ALL JUNCnON BOXES. PULLBOXES. AND ALL- DISCONNECT SNTCHES, 19 -- - 20 OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED STARTERS, AND EQUIPMENT CABINETS. 21 N/A N/A BLANK N/A OFF BLANK N/A N/A 22 AND TERMINATED AT DESIGNATED TELCO DEWARCATION OR 2-FEET OUTSIDE A FENCED AREA. NEAR UnUTY POLE (IN FENCED AREA), OR END CAP OFF AND 24. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. DOCUMENT ANY AND 23 N/A N/A BLANK N/A OFF BLANK N/A N/A 24 PROVIDEE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO AU WRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS - SERVICE. CONTRACT. SUBMIT AT SUBSTANIAL COMPLETION A I 8. ~. ~~UNE~C~A~rIZI'LE' PROVID~N~ PULL ~~~~~~~~~~~~~L~~~s~~~~~ I'l,~t~~~CI3IJ~-~l~J~J~2~~~L-~~~~~~ FED --- ~ 8/22/13 100% CONST JN INSTALLATION SHALL BE STUBBED AND CAPPED AT 6- ABOVE GRADE OR PROVIDED WTH ENGRAVED PHENOUC NAMEPLATES INDICATING EQUIPMENT CORD IN CONDUITS. FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL A 7/29/13 90% CONST JN NOIES REVISION 9. THE SPRINT CABINET. INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL 26. AU ELECTRICAL DEVICES AND INSTALLATIONS OF â„¢E DEVICES SHALL COMPLY GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL REV. DATE DESCRIPTION BY SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. Mâ„¢ (ADA) AMERICANS WIâ„¢ DISABILITIES ACT AS ADOPTED BY THE APPUCABLE SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. CONTRACTOR IS TO INSTALL. BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE STATE. ISSUED FOR PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 3 PANEL SCHEDULE CONSTRUCTION 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRAT1ONS OR RISERS THROUGH 10. LOCATION OF- ELECTRIC METER AND DISCONNECT SWITCH TO BE PROMDED BY BUILDING. DO NOT PENEmATE STRUCTURAL- MEMBERS WITHOUT CONSTRUCTION GENERAL CONTRACTOR. MANAGERS APPROVAL SLEEVES ANO/OR PENETRATTONS IN ARE RATED CONSTRUCTION SHAU BE PACKED WITH ARE RATED MATERIAL WHICH SHALL MAINTAIN . -~ 11. g WIRE TO BE UTIUZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. THE FIRE RAnNG OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS <~>CENTER LINE SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. AU MATERIAL SHALL 12 CONTRACTOR SHALL INSPECT THE EX]STING CONDInONS PRIOR TO SUBMITTING BID. BE UL APPROVED FOR THIS PURPOSE. SOLUTIONS ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCT10NS. THE SCOPE oF WORK, OR ANY OTHER ISSUE RELATED 28. ElECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHAU BE Advancing Wireless Networks TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPUER PRIOR j .. PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN TO ROUGH-IN Of CONDUIT AND WIRE. ALL- EQUIPMENT SHALL BE PROPERLY 16360 TABLE MOUNTAIN AWARDED. CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMAHON AT A NEW i O PARKWAY 13. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERIS'nCS MAY VARY FROM ; MMBS / 1 Golden. CO 80403 APPROXIMATE AND SHALL BEE COORDINATED WITH F]ELD CONDInONS PRIOR TO ROUGH-IN. ~ DESGN AS SHOWN ON THESE DRAWINGS). CABINET 1-- SEAL TITE CONNECTION Â»2---2 303-993-3293 ~ E.1 ) WWW.CENTERLINESOLUTIONS. COM 14. THE CONDUIT RUNS AS SHOWN ON â„¢E PLANS ARE APPROXIMATE. EXACT 29. LOCATION OF All. OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG : / r- 2= SEAL TITE FLEXIBLE -- LOCATION AND ROUTING SHAU BE PER EXISTING FIELD CONDITIONS. ~~~~~) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ~ 1 ~/ ,/ CONDUIT FROM STUB UP TO / / EQUIPMENT (6'-0" MAX) 1 ELECTRICAL NOTES / ~~777>7.ICÂ» 0-~ 6.>.4 R Â£(; ; ' ~ ,\ -- /4 // r-Â·- 2" HEAVY WALL COUPLING O 0 C 9 / f ,/ $- r SEAL -TITE STRAIGHT V.1 4 480V, lph 200A DISCONNECT , g -- / i // CONNECTOR 50 KVA STEP-DOWN . 41 TRANSFORMER / : 1 1 EXISTNG PANEL *CRHLA- 3 -2" SCH 80 PVC TO STUB UP >I < ~ 34610 -9 j : 3 120/240V,lph AT EQUIPMENT LOCATION Â«. ~ 225k, 4894. -174 $ Ar.:9%11 ."72':. 2 EQUIPMENT 4 PLATFORM ' 111,1, 7, ,. /76 , 200A 4 TYPICAL EQUIPMENT POWER CONDUIT CONNECTIONS ALL SCALES ARE SET FOR A SIZE -D- 24-X36' SHEET PROJECT INFORMATION: 1 r SCALE: NTS NETWORK VISION MMBS LAUNCH 1 2 ASPEN VALLEY HOSPITAL 3 4 ~ PART # 500007 OR EQUIVALENT DN33XC243 /-2- SEAL TITE 90" CONDUIT CONNECTOR CIRCUIT SCHEDULE 5 .- 6 PROPOSED PROPOSED / 401 CASTLE CREEK ROAD NO FROM TO CONFIGURATION 7 8 BBU M MBS 9 ., 10 CABINET CABiNET / ASPEN, CO 81611 1 PANEL -CRH1A~ ;TEP-DOWN TRANSFORMER EXISTING _ Prn<IN COUNTY 11 12 -o a :. 13 , 14 F *1%: DRAWN BY CHECKED BY. A- turÂ».1 P BY 2 STEP-DOWN TRANSFORMER DISCONNECT EXISTING 154 16 NEW ! 5 'ODA ="I MC JN KS ~ EQUIPMENT Â· TRANSFER & LOAD 17 18 3 STEP-DOWN TRANSFORMER EXISTING SHEET TITLE CENTER SUB-PANEL 9 20 ONE-LIINE TRANSFER & LOAD GENERATOR 21 DIAGRAM AND POWER 4 EXISTING CENTER SUB-PANEL RECEPnCLE 23 .24 TRANSFER & LOAD PROPOSED MMBS 3) #2 AWG, (1) #8 GND . PANEL SCHEDULE 5 CENTER SUB-PANEL CABINET IN 2' CONDUIT 6 TRANSFER & LOAD PROPOSED GBU (3) #10 AWG, (1) #10 /-2" SEAL TUE FLEXIBLE ~SHEETNUMBER / CONDUIT CENTER SUB-PANEL CABINET GN D IN 1 " CONDUIT ' 2 ELECTRICAL ONE-LINE DIAGRAM 5 iSEAL TITE CONDUIT CONNECTION ~ SCALE: NTS IL I 12% V ,~" GROUNDING BAR 1-Â·66 BLOCK SprintÂ®> - LEFT DIN RAIL , ,/ ,-â€ž._ GROUND BUS BAR l f /' ,- SER\ACE UGMT / ,--PUNCH-OUT ' 0 / 1 /11 / f //~ Â·- C ABLE HOLE j 1 / V SMOKE DETECTOR 70 / 1 r' A rlk-10141"61*#pr 4 60 % 966 *ImilmE{Efili{* 34U E Â· ~ '~~~~ k--.Â·i /--RIGHT DIN RAIL ~ .sh BLOCK ~ Ml-50 m #73*"1411!!Ritit[ 320-2 ,~ .L~.-=i,ill'1111111' 111:1 ~ 50 - ' Mitiiii'i*!1]iiÂ·:Nbtiliili 30U - . Â·. . ,i.WI.,â€¢. Â·Â·:.,J...DE.Â·: -, ,Â·.,~. 1 ..,Â· i / / i: 1 / NEW .tâ€¢L'ti:144wu#9_ MASTEC ifilif 28U-Â·- ?i -1-1 -L..11. ._. 40 - i HOLE - / i' 1%7ii.,idli[&ii*EllÂ· 26U Z ' : ,-, ---Â·- SUPPORT PLATE L.....a..u.....~:t.DAD BREAKERS ON LM.D Fl--F15 / /- ... ~1, NETWORK SOLUTIONS m 1W1Â®.411:*-jiÂ·{!184[ 24u Z :d ~ ~ ~ ~ 30 - '. -- 1 ST GROUP OF DC SPDs P 22u - i , " 1 I I + #4 69 ,-, 20U - ~ --~---- 2ND GROUP OF DC SPDs \ ,"1~ 1 6 ~ 18U -- ------- ~ i.\ i .2 - --Â·Â·- SLJPPOR I FOR BSDU \ 1 16U" ' 10 -- 1 inÂ·rru-"Â¥--:unr'$Â·r:mr -- ~- - RECTIFIERS \ Ii:1#!Â®1""tliw*tift 14Ur \ - A \ Iii,r.th:14,9.:1:Â·1 :ill'li~ 12U-- h - %*turwit!]FI,$-tulriti ; 0- . .~ 6-A:~::hir]:ipmmÂ·r I 10UL :72 POWER CORE 4\ \ imelilitflilltiltlit|liil . 'LÂ·- 3RD GROUP OF DC SPDs \\ \3% L- POLY PHASER AND ~ 8/22/13 100% CONST JN 1:lt!*h-â€¢tÂ·'11:11Â·:*tilit BU- 1 L.-POLYPHASER BRACKET f\, ii \ MOUNTING BRACKET ,....41. â€¢4~ I ;I.Â· 444 .1~. b. - r' \ 31 1 1 ~ 7/29/13 90% CONST JN 6U- 4 ,...GPS CABLE \ F:; 4::' :; 7 *.;I-Â·U-DÂ·:. *-- POLYPHASER SURGE \ \ REVISION IiÂ®Filidit.-9,R wt:j .1 *U - ',: - ---- :4 REV DATE BY !!11 111.-0 1 471 +----:-- I PROTECTOR 15 \, '- UDA OR LINK CABLE DESCRIPTION Mt.:14+141:154â€¢,4,4,4.1 2U- P -Â»-L - '' ISSUED FOR: i. E z. u r : i, ! -- 1/0 MONITOR ~\f OR M/W CABLE CONSTRUCTION DOOR WITH 2X FAN AND FILTER ' ~ 12 ~'- AC POWER CABLE - GROUND CABLE <~>C E N TE R LINE SOLUTIONS Advancing Wireless Networks 16360 TABLE MOUNTAIN PARKWAY 1 MMBS ELECTRICAL DETAILS 2 MUDROOM ELECTRICAL DETAIL Golden, CO 80403 303-993-3293 SCALE: NTS SCALE: NTS WWW.CENTERLINESOLUTIONS. COM LOAD - . I Ur. I ' . NEW NEW CENTER .9, .. 1.11, Ir\, BBU MMBS 22 Â· 1 :... ..A> CABINET CABINET EXISTING TELCO EXISTNG 543210 : ' I 1.: I. -T'9.,8 0 . .6. U Ek 3 /1 14 Â·Â·j 0 4~ ~ PROPOSED DEMARC AT PPC TELCO MMBS-BBU DEMARC &11., 1 0-1 :t'. rÂ·-= i (SEE NOTE 3) (HOFFMAN MUDROOM .11â‚¬1336597' BOX) (SEE NOTE 2) # 1/0 AWG r. r- SEE ELECTRICAL ONE '-~:2:'VAL *u t.f (SEE NOTE 1) / LINE DIAGRAM I U ~ 96 AWG ALL SCALES ARE SE T FOR A SIZE -DJÂ· 24-X36 SHEET _ _ //.Â·Â·Â·- DC CABLING WITHIN PRE MANUFACTURED PRO.]ECT INFORMATION HYBRID CABLES NETWORK VISION MMBS LAUNCH / ASPEN VALLEY HOSPITAL 7 h.. \ % SECTOR 1 DN33XC243 / .... 1 (4) .-2------- - L. (3) BLACK SHIELDED 24 AWG SECTOR 2 - REFER TO HYBRID CABLE SPECS 401 CASTLE CREEK ROAD CAT5e IN EXISTING CONDUIT ASPEN, CO 81611 1/ SECTOR 3 , Pm(IN COUNTY DC POWER Fl FCTRICAL NOTFS: DRAWN BY CHECKED BYÂ· APPROVED BY: (6) BLACK SHIELDED 24 AWG CAT5e IN PROPOSED MC JN KS MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 in) MMBS PORT LAYOUT -..... .. 2" CONDUIT MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). SHEET TITLE: WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT CONDUIT # USAGE BE USED. 0 BATTERY NOTES: ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER DISIRIBUTION PANEL To 1 AC/GROUND DETAILS AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXIS11NG HOFFMAN BOX AT SITES MAIN TELCO DEMARC -48 VDC CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CAT5E INTO MMBS-BBU MUDROOM. WITH ONE PRE- TERMI NATED END. 3 RRU SECTOR 2 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISn NG PPC CABINET. ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL 1}1ERMOSET 4 RRU SECTOR 3 SHEET NUMBER: 4. CONTRACTOR TO INSTALL A PULL STRING BETWEEN MMBS TO TELCO AT PPC AND TELCO PPC TO EXISTING TELCO DEMARC. INSULATED. 5 BATTERY CO 3 lTELCO RISER DETAIL 4 DC POWER DIAGRAM ~SCALE: NTS ~ ~ ~ _ 1 63%- t 9 EX SPRINT COMPACT MODCELL 4.0 EX. SPRINT POWER CABINET EX. SPRINT BBU (TO ~ , 0, BE REMOVED) // // '/Â£%.r \\ \ 4 1 -CO EX. SPRINT STEP-DOWN -- ././ $\\ \ TRANSFORMER E- 4 90 T UÂ· - An / - .le Â» EX. SPRINT DISCONNECT V\ EX. SPRINT PLATORM & SCREEN WALL EX. SPRINT 200A PPC ,.v/ \\1 EX. SPRINT TELCO BOX ,~jo EX. SPRINT CO,Ax 1 EQUIPMENT GROUND & ROUTING PLAN (EXISTING) IF REQUIRED SCALE: 3/16" = 1'4" NEW SPRINT BBU CONNECTED TO SPRINT MASTER GROUND BAR E.PRNI MMBS W/ -- - GPS ANTENNA 14 <0'-CONNECTED TO SPRINT MASTER GROUND BAR . es 4%Â¢= /~'555-1, j 0 1 +70 \ 1 - EX. SPRINT STEP-DOWN TRANSFORMER %\ 4 4 EX. SPRINT DISCONNECT P EX. SPRINT PLATORM & SCREEN EX. SPRINT 200A PPC WALL \1\ EX. SPRINT TELCO BOX \\' SPRINT HYBRIFLEX CABLE 3 *QUIPMENT GROUND & ROUTING PLAN (FINAL) SCALE: 3/16" = 1'-0" ~ GENFRAI. GROUNDING NOTFS: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCnON MAY VARY DUE TO SITE Â® 36- SPECIFIC COND111ONS. Sprint jr 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT *- FROM TOWER OR POLE USING MFR'S PRACTICES. , -Â·,(fli 1, Il''1'*-411+ 0~41~ I 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER â„¢HN/THWN. ALL GROUND WIRE SHALL BE - -- -- - GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. MASTEC GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS. LLC. REPRESENTATIVE. NETWORK SOLUTIONS 5. REFER TO D]VISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL ~ PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, 6 AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTA11VE, PRIOR TO INSTALLATION OF a GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING ~ 8/22/13 100% CONST JN 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES A 7/29/13 90% CONST JN INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDIn ONS. REVISION REV DATE BY DESCRIPTION 8. ALL EXISnNG GROUND BARS, WIRES & CONNECTIONS SHALL BE ISSUED FOR FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY CONSTRUCTION SPRINT. Gr -- '- -'ING NOTES: 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO ,<~>CENTER LINE BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC SOLUTIONS WELD. Advancing Wireless Networks 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION (Â»PL W, 16360 TABLE MOUNTAIN PARKWAY "N", Â»ID W,TH 1" HIGH LETTERS. Golden. CO 80403 303-993-3293 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WWW.CENTERUNESOLUTIONS.COM WASHERS, COAT ALL SURFACES WITH AN ANT-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH AN .. . 1 ANTI-OXIDANT COMPOUND BEFORE MAnNG 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE , Le GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK . .0 0 A 0 3 Â»% 1, 4. :' ; 2 040 11; HEAT-SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATONS. THE INTENT IS TO WEATHERPROOF THE 94?HAN.'-1 COMPRESSION CONNECTION. 4.:6 ':., 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE LA -'t~, l. 54,* , , ~ 4, 4, i TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION UNMA 1/72 ORIENTATION. PROVIDE AS REQUIRED. Y./#SA:' I 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS ALL SCALES ARE SET FOR A SIZE Â·D- 24-*36Â· SHEET SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. PROJECT INFORMATION: 9. SUPPLIED AND INSTALLED BY CONTRACTOR. NETWORK VISION MMBS LAUNCH ASPEN VALLEY HOSPITAL 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR DN33XC243 SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO 401 CASTLE CREEK ROAD MOUNTING THE GROUNDING BAR TO THE TOWER. ASPEN, CO 81611 Pm<IN COUNTY 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. DRAWN BY CHECKED BY APPROVED BY FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING MC JN KS CONNECnONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) Sll[El TITLE GROUNDING & 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCADON, AND CONNECTION ROUTING PLANS ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDIOONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. SHEET NUMBERÂ· 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. CQ 4 ~GROUNDING NOTES 1 1 --= -- -9 1 ..= 04 1 BMB 4 4 RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT ANTENNA SECTOR 1 ANTENNA SECTOR 2 ANTENNA SECTOR 3 SprintÂ®> EXISTING 800/1900 EXISTING 800/1900 EXISnNG 800/1900 SPRINT MHz SPRINT MHz SPRINT MHz ANTENNA SPRINT ANTENNA SPRINT ANTENNA SPRINT ANTENNA ANTENNA ANTENNA .. #r- , 4 7 - â€¢f 1 . 11'*IN"* 1 1-2 â€¢ g 1 1 - /- -Â· COAX JUAIPER [ 2- COAX JUMPER ./ 1- COAX JUMPER MASTEC /// I // m /1 /. NETWORK SOLUTIONS & B 0- f' -r,-11@1 - 111.1 C 0 4 5 LE- 10 5 11 * 1,0.1 6,_' A < . I â‚¬.1 I. 0 <j < O ) < e 2 Z Z *1 1/1 - 1 j i= F Q 43 ~ R le w ~ 8/22/13 100% CONST JN u) . .k. 2.1 *1 : E 1 1 Â£*ST+NG 5Eeloft afl. -"+ rj [riSTING SEdÂ»? 110 EXISTING SECTOR 68: T . 1- ....'... 1 1 -- g 7/29/13 90% CONST JN j*10 AWG'@1 ~ - ,+O AWG Q ~ /1~10 AWC QJ mM // ma REV DATE DESCRIPTION BY HYBRID CABLE INTERNAL --~ :rj' HYBRID CABLE INTERNAL -'< REVISION I= HYBRID CABLE INTERNAL -'' r 3 -Â·-Â·~ - - GRD WIRE TO BE l-1 GRD WIRE TO BE GRD MRE TO BE ISSUED FOR TRIMMED TO FlT AND TRIMMED TO FlT AND --- TRIMMED TO FIT AND Â·Â·Â·-Â· CONSTRUCTION ATTACHED TO GRD BAR ATTACHED TO GRD BAR ATTACHED TO GRD BAR -Dr. 1 f\BER DC / FIBER _-1 CE') #2 AWG (E) #2 AÂ¥,5 LEGEND (E, 52 AWG <~>CENTER LINE EXOTHERUIC CONNECTION Advancing Wireless Networks SOLUTIONS * MECHANICAL CONNECTION CGB COLLECTOR GROUND BAR 16360 TABLE MOUNTAIN COB* 0 MGB MASTER GROUND BAR Golden, CO 80403 PARKWAY 4 WWW. CENTERUNESOLUTIONS. COM 303-993-3293 EXISTING UPPER -/ TOWER GROUND BAR iLLELLE.LIS . 1 . 1. ALL GROUNDING CONNECnONS SHALL BE MADE BY EXOTHERMIC WELDS. : f.'.11Â·0 RE.f'.~iIi;...r EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE. SPUCES. ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPUCES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL EXISPNG NEW IMBS MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE EXISTING CABINET : EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS PROPOSED GPS DEI CABINET : Â· - - Jr- HYBRID RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A tÂ· 4 . F f r 34610 1 i t~ UNIT \ CABINET ~ ..04 CABLE MINIMUM 24- BENDING RADIUS. 4/ | INTERNAL ~ Â· *6 AWG WITH -- 7 GRD WIRE 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE â‚¬.11%...~..'. 22 20/7 ..2.2Â¢tÂ· (. 4 WEATFIERPROOFING/ ,/34/ 1 IWJED To CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO il / { (El_*2 AE FIT AND COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 'NAL Â·. : 6 : COAX ~ ~/ El; Â¥91 ffil | ATTACHED 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ~ U~ *gi TO GRD BAR ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. ..2.3, I 1 g AWG_ 1 L.MMUS GND BAil 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED 8Y SPRINT STANDARD 3 ;4087.; 00[30 I ~ /2 AWG -'0 1 - PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. 0. ALL SCALES ARE SET FOR A SIZE ~D-24906' SHEET 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS PROJECT INFORMATION -[XesÂ·nNG LOWER TOWER ~ : FOLLOW: NETWORK VISION MMBS LAUNCH 1 1 GROUND BAR j A. ONE (1) COPY TO OWNER REPRESENTAn VE w.-- 46 AWG COAX JUMPER B. ONE (1) COPY TO ENGINEER ASPEN VALLEY HOSPITAL 1 1 ~, ~.~,/' AT BOTTOM OF- TOWER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE DN33XC243 j NEW BBU 401 CASTLE CREEK ROAD i I CABINET 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. ASPEN, CO 81611 -E AER PiTKIN COUNTY 7. FOR ADDITIONAL GROUNDING NOTES SHEET E01. 1 1 : DRAWN BYÂ·. CHECKED BY 6' ' ' Â·BY 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG SmANDED GREEN MC JN KS #2 AWG 1 JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. ~ SHEET TITLE: 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG EXISTING #2 AG ----. SOLID BARE AS REQUIRED. s ...-'-"Â· Â· EXIS-JNG #2 AG GROUNDING DETAILS GROUNDS TO L.Â·Â· Â·Â·:.u '-CÂ·.2 ---Â·Â· _ GROUNDS TO EXISTING GROUND RING - - - - GROUND RING - - 10. ALL ABOVE GROUND WIRES SHALL- 8E GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. SHEET NUMBERÂ· =/1 1 GROUNDING RISER DIAGRAM ...... 14 1 0 11 I.-1 1 XIST'iNGÂ· FINAL GROO 'DINA ~mi"R'llin LB HOUSING 7 -2- UQUID NOTES: , 12" TO 24 FOR \ ~ litÂ·Mr INSPECnON ELECTRIC \ ~ COUPUNG 1. DO NOT INSTAil CABLE GROUND KIT ATA BEND AND ALWAYS ANTENNA CABLE Â·Â· -- Â·Â· "" ~ WINDOW CONDUIT B 1 188711 1-- DIRECT GROUND WRE DOWN TO ANTENNA GROUND -1. REQUIRE[) FOR BUTT CONDUCTOR 1 ALL INTERIOR INSULATION UP T LIQUID IM X 2. MEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER Â·11' - -il- k SprintÂ®> TWO-HOLE AGAINST THE lIGHT p EXTERNAL i : NEW AS SUPPLIED OR RECOUWENDED BY CABLE MANUFACTURER.) TOOTHEAD-- CONNECTORS " \ CONNECTOR CONDCfr , < . 1 BATTERY RRU TO ANTENNAS WEATHERPROOFING KIT ~ 1 1---2 1/2-0 MAX (SEE NOTE 3) 1/4 MIN FOR HYBRID ~ ~ \ 1 CABINET I 3/8-0xl 1 /2- \ 1~ BARREL.-1 ! 1Â·_ 1 CABLES | Â· , 9 ,'. I-i Â·-2. RGS j.. S/S NU 1 -3 ~ ''*. ~ ,Â· 'i'Â·~ NEDUI'T 4- â€ž r Â¥FF- 1 /- -- Â·---Â· --u : - TOTAL. Of 6 ONES PER CABL-E GROUND KIT 4 3 ~ 61IN #8436 7 \ J ' 1 2Â·1.'0Â»-1 81~111 i SECTOR IF lHE SITE #6 AWG STRANDED COPPER GROUND \ 1112&'L#\1 \1 \j 4 ,Â·' HAS BOTH 800 & 1900 9/ / MRE (GROUNDED TO GROUND BAR) I I Â£-24 \ z A .avejui,"=-""aÂ» : 1 ; I - CONNECnON tr ir I'kl (SEE NOTE 1 & 2) COUPLING I I lit' I Il' 1 /- WEATHERPROOF1NG #91311_.1 1 I] i l| 1 !111 Â® Â® ,Â£' KIT (TYP.) t.Â·Â·r -T'~' i. - .2 --- 1 245Â£ -'/A i 1 LAE i I 1 t, '- - CONNECTION OF CABLE GROUND KIT TO 1.-* F- --.- ..,- - STANDARD GROUND 4-~. U_.1-.2 -1 - L . =13 f L Â« 410. /7 -1Â» UQUID Tr.HT 7 -1 CONNECTOR / YJT (TYP.) (SEE ANTENNA CABLE * ~f~yt i- -1 1\ HEAT T>liP.INK--/ - / 12 WEATHERPROOFING DET/3 E-5) 2' RGS COUPLING #88711 Â·1 51 MASTEC , 0.4, t KIT (TYP.) NQIES:- , 1 Â£-TINNED COPPER L-HEAT Â· K/c W. I. . SEE NOTE 2.---'~ ~ <.i~ 1.tf[ 1(1.9 --- Wâ€ž- ANTENNA CABLE -- NETWORK SOLUTIONS TO SHELTER (TYP.) 1. ~RENCOTT:=2 2:L&0271:}DG~.~1 :ABREND) AND ALWAYS 1 \~ CROUNDING BAA K . .1 SHRINK CONDUrr 2~ RGS DC' -.3 -8_2 f.. '\, LÂ·Â·2' UQUID 4: L- $/3. FLAT WASHER 27 CONDUIT TO 1 ft \ T]GHT #8435 I j -ANTENNA GROUND ' -S/5 BOLT (1 OF 2) / CABINET f 't 1-/2 GREEN NEW MIMBS Â·*-7'--86 AWG BAR. SIMILAR TO 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT MTH 1. OUTDOOR SITES-USE BLACK HEAT SHRINK -DO NOT . / CONTRACTOR TO ~ 1 1-j / K16-057. MOUNT A-- --- TWO-HOLE LUG. 2. INDOOR SITES-USE CLEAR HEAT SHRINK DISCONNECr TAG VERIFY THAT THE i GROUND BAR NEAR GROUND BAR IS , TOP Of WONOPOLE. 3. WEATHER PROOANG SHALL INCORPORATE PPC WEATHERPROOFING ON ALL GROUND EXISTING GROUND GROUNDED TO THE ' t- -TOWER OR WAVEGUIDE TAPE KIT, COLD SHRINK SHALL NOT BE USED. BAR INTERCONNECTS RING - WGB / TOMER OR RING --=---=--Â·--1 LADDER. AND EQUAUZERS #2 â„¢NED BOW RING . -1 6 EXOTHERMIC WELD DiAORIUMA,7,4 LAYOUT ONLY. MAY VARY. ~ 8/22/13 100% CONST JN 1 TYP COAX GROUNDING 2 CABLE GROUNDING 3 TWO HOLE LUG 4 CABINET GROUNDING SCHEMATIC A 7/29/13 90% CONST JN SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS REVISION REV DATE BY DESCRIPTION ISSUED FOR: *PROVIDE NO-OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE - 1,- 42 11NNED GROUND FROM ANTENNA/RRU SURFACE EETWEEN LUG AND GROUND BAR CONSTRUCTION WITH GREEN, 600V. 1HHN/THWN ~ wouNTINIG PIPE 18 INSULAnON. SIZE AS SPECIFIED *COMRACTOR WILL VERIFY BUSS BAR r=>-- GROUNDING TO THE TOWER OR RING. Bt u.2..4 4 11 -re * .1/4-fri// '~ , ---HYBRID CABLE SOLUTIONS GROUND BAR ON-Â·-7 ~ <~>CEN TER LINE 2 ~|/- GROUND LEAD 4&:f, ANTENNA TOWER Advoncing Wireless Networks W \ C 5 ' 1 4 A DELIA IYEE-QI TYBE_GR PARKWAY 16360 TABLE MOUNTAIN IIEE-%2 ,\Â§ rt.-]~ A. \ 11 Golden, CO 80403 O +5'~Â·8Â© O 0 0 0 49] O 303-993-3293 ' O 0 014 Â© -EXISTING 4-;,12~,1/4~ THK, WWW.CENTERUNESOLUTIONS.COM TINNED GROUND BAR & , t. ./->:>ZH 1 (02 CONNE(nONS ' 6. ,~I L. -02 - po 0000 4.-* 11 - , 1 0 0/0 0 0 0 0 0 1 ImE-SS -IEE-kil ..1XELBA 1/ILMS I~--GL-U,!2 i TWO-HOLE LUG, BOLTED TO_ GROUND BAR USING 3/8~-16 x 1 ..l ...1.1,1,1 H:. 1.,1, 1/4-STAINLESS STEEL HEX HEAD 1 BOLTS AND HARDWARE. 2 if 34610 42 -6 5 TYPICAL EXOTHERMIC WELD CONNECTIONS 6 SECTOR GROUND BAR CONNECTIONS . . I SCALE: NTS SCALE: NTS Nt,Ii; 5TRANDED CU WIRE Wflli GREEN, - 'PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR SOOV, THHN/nÂ·IWN INSULATION. r_-A-_n SIZE AS SPECIFIED GROUND BAR ON WALL,---- ~i ~ . -GRO<M LEADS TO EACH lili ALL SCALES ARE SET FOR A SIZE Â·D- 24-X36Â· SHEET FLOOR OR OF+ ANTENNA ! 1 . r' SECTOR GROUND BAR PROJECT iNFORMATION TOWER NETWORK V ISION MMBS l-AUNCH COAX CAFft. E ~~~~"â€ž,â€ž~.- ,1 ~$1 GROUND LEADS --., ~ 1 ASPEN VALLEY HOSPITAL DN33XC243 401 CASTLE CREEK ROAD o<i i...Â·- ~ :.4 11 0 0 0 0 0 0 0 0 0 0 0 0 CD ! Â·!' b <3>4/ & CONNECTIONS ASPEN, CO 81611 O '1- 0 0 0 0 0 0 0 0 0 0 0 0 0 Â· u ' Pm<IN COUNTY & DRAWN BY CHECKEDBY --- i O 0 010 0 0 0 0 0 0 0 0 0 0 O O O O O O.1- . 1 Mc Al- !APPROVED' 1 i ; ~KS L 1- iÂ·Â·Â·Â· Â· SHEETTITLE t- TWO-HOLE LUG. BOLTED TO i 1/4~Sâ„¢NLESS STEEL HEX HEAD i : ; GROUND BAR USING 3/8~-16 x1 BOLTS AND HARDWARE. GROUNDING DETAILS * GROUND BARS AT BOTTOM '-f.*011-1-4,4#L WELD WITH #2 AWG SOUD TINNED OF TOWERS OR MONOPOLES BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, SHEET NUMBER SHALL USE EXOTHERMIC 600Â¥, THHN/THWN INSULATION TO ANTENNA CONNECTION. STRUCTURE, BULDING, RING GROUND OR MGB _ _- - - --- CE 7 ;TOWER MASTER GROUND BAR CONNECTIONS ~ SCALE: NTS 1 Ii .. RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT GENERAL OYI AMICS Wireless Services December 27,2012 Aspen Valley Hospital District 0401 Castle Creek Road Aspen, Colorado 81611 RE: PCS Site Agreement, dated May 15, 2000, as ainended by Amendment NO. 1 To Site Agreement, dated April 10,2012, by and between Sprint Spectrum Realty Company, L.P., a Delaware partnership ("Sprint" or "Tenant"), successor in interest to Sprint Spectrum L,P., a Delaware limited partnership and Aspen I lospital District, a Quasi-Municipal Corporation and Political Subdivision of the State of Colorado ("Owner") (each itidividually, a "Par'ty or collectively, the "Parties"), with respect to the real property located at 0/101 Castle Creek Road, Aspen, Colorado 81611; Cascade No. DN33XC243. Dear Sir or Madam: This letter is to advise you that it will be necessary within the near future for Sprint Nextel to make certain physical modification to equipment within Tenant's premises at the site. These improvements are being undertaken iii order to ensure the continued technical and economic feasibility of Tenant's facility, and ate needed for Tenant to make optimal use of the Site for the purposes intended in the Site Agreement. As described below, these modifications should have no significant impact on Landlord's property or operations. However, in accordance with the Site Agreement, Tenant requests that Landlord acknowledge notice of, and consent to, the following modifications: â€ž,n- -â€ž+ Ar nki.ninfa air.A+,In-,r- na Tl- ' . .-....Â· S..â€žp ..., u, vv,v...~. w.wi vi.;vo .â€žbi;lets, antenna and other equipment at the site. 11113 1â€žay include replacement of cabling and mounting apparatus and the temporary redundancy of equipment within the leased area necessary for testing of the new equipment for up to twelve (12) months, Landlord's acluiowledgement of notice and consent will not increase the size or amount of space being used by Tenant under the Site Agreement unless specifically stated above. Please indicate your acknowledgement and Consent by signing below and returning a copy of this letter to me at the address set foith below Thank you in advance for your prompt attention to this matter. Regard<'~7 By: David G. Evans, Site Acquisition Manager General Dynamics Information Technology, ACKNOWLEDGED AND AGREE TO: An authorized representative of Sprint Nextel ALLEY HOSEITAL DISTRICT Quebec Street, Suite 340C /, Atj 4 :nwood Village, Colorado 80111 By: C I Git,ti (.~d.â‚¬162L_L- 4% â‚¬1 1-6 357-132 1 - Direct ,- C JA 11 Printed Name: ler r\~ - C Dilly, 9 to 0 *6 Title: C pO 4 1 G Date I - 1- 7.0 1 3 4&1#1 06 GENERAL DYNAMICS TA' Strength on Your Side Landtord Consent Letter template, Project Vision Revised 6.10 11 111 D. Application. An application for approval of new, modified or additional wireless telecommunication services facilities and/or equipment shall comply with the submittal requirements applicable to conditional use reviews pursuant to Chapter 26.304, Common development review procedures and Chapter 26.425, Conditional uses of the Aspen Municipal Code. Also, wireless telecommunication services facilities and equipment applications shall contain at least the following additional information: 1. Site plan or plans drawn to a scale of one (1) inch equals ten (10) feet or one (1) inch equals twenty (20) feet, including "before and after" photographs (simulations) specifying the location of antennas, support structures, transmission buildings and/or other accessory uses, access, parking, fences, signs, lighting, landscaped areas and all adjacent land uses within one hundred fifty (150) feet. Such plans and drawings should demonstrate compliance with the review standards of this Section. Enclosed, please find stamped and signed construction drawings with all applicable designs and specifications. 2. Site improvement survey including topography and vegetation showing the current status, including all easements and vacated rights of way, of the parcel certified (wet ink signed and stamped and dated within the past twelve (12) months) by a registered land surveyor, licensed in the State. This colocation upgrade will not affect the topography or vegetation. 3. Landscape plan drawn to a scale of one (1) inch equals ten (10) feet or one (1) inch equals twenty (20) feet, including "before and after" photographs (simulations) indicating size, spacing and type of plantings and indicating steps to be taken to provide screening as required by the review standards of this Section. The landscape plans shall also indicate the size, location and species of all existing vegetation and whether each of those indicated are proposed for removal (indicate proposed mitigation), relocation (indicate from and to) or preservation. The planner can determine if a landscape plan is necessary; for instance, when an antenna is to be attached to a building, this requirement may be waived. Please see pages A-2 thru A-4 of the enclosed construction drawings for before, interim and final drawings. 4. Elevation drawings or "before and after" photographs/drawings simulating and specifying the location and height of antennas, support structures, transmission buildings and/or other accessory uses, fences and signs. Please see pages A-2 thru A-4 of the enclosed construction drawings for before, interim and final drawings. 5. Lighting plan and photometric study indicating the size, height, location and wattage of all proposed outdoor lighting sources. This study must also include a graphic indicating the spread and degree/intens rom each source/fixture. This requirement can be waived by the Community Devel, -~0~0~~le or no outdoor lighting is proposed. Not applicable. Per the FAA this facil#}idfes not~Wlighting. 0 2013 6. Structural, ibrt~A* (pport from a professional engineer licensed in the State documenting the following: ~ @VoyoZ[spEN a) Tower height and design, including technical, engineering, economic and other pertinent factors governing selection of the proposed design; b) Total anticipated capacity of the structure, including number and types of antennas which can be accommodated; c) Failure characteristics of the tower and demonstration that site and setbacks are of adequate size to contain debris in the event of failure; and d) Specific design and reconstruction plans to allow shared use. This submission is required only in the event that the applicant intends to share use of the facility by subsequent reinforcement and reconstruction of the facility. Enclosed, please find a passing structural integrity report for this proposed upgrade. 7. FAA and FCC coordination. Statements regarding the regulations of the Federal Aviation Administration (FAA) and the Federal Communications Commission (FCC), respectively, that: a) (Required only if the facility is near an airfield) The application has not been found to be a hazard to air navigation under Part 77, Federal Aviation, Federal Aviation Regulations or a statement that no compliance with Part 77 is required and the reasons therefor. A letter from the Sardy Field Airport Administrator will also be required if the Community Development Director determines that the proposed facility may impact airport operations; Not app/icab/e. b) (Required of all wireless telecommunication services facility or equipment applicants) The application complies with the regulations of the Federal Communications Commission with regard to maximum radio frequency and electromagnetic frequency emissions or a statement from the applicant that no such compliance is necessary and the reasons therefore. Sprint operates their communications installation within all applicable FCC guidelines and only broadcasts within their licensed frequencies. 8. Evidence that an effort was made to locate on an existing wireless telecommunication services facility site including coverage/ interference analysis and capacity analysis and a brief statement as to other reasons for success or no success. Not applicable. This is an upgrade to an existing site. 9. Written documentation in the form of a signed affidavit demonstrating a good faith effort in locating facilities in accordance with site selection order of preference outline below. Not applicable. This is an upgrade to an existing site. 811 companies and providers of wireless telecommunication service facilities and equipment Sep '94.4 - .... a*Hthe City shall, during their preapplication conference for a new facility, be prepared to 044*6 sites within a three-mile radius of the City. In particular, companies and providers should be 1 0 20131 erbally outline, to the best of current knowledge, a master or long-term plan for all proposed prepared to discuss their need for the proposed site and how it fits into their existing and proposed coverage grids. Not applicable. This is an upgrade to an existing site. E. General provisions and requirements. The following provisions apply to all wireless telecommunication services facilities and equipment applications, sites and uses. 1. Prohibitions. Lattice towers (a structure, with three or four steel support legs, used to support a variety of antennae; these towers generally range in height from sixty (60) to two hundred (200) feet and are constructed in areas where great height is needed, microwave antennas are required or where the weather demands a more structurally sound design) are prohibited within the City. Not applicable. This is an upgrade to an existing site. Towers (support structures) shall be prohibited in the following Zone Districts: Medium-Density Residential (R-6); Moderate-Density Residential (R-15, R-15A, R-15B); Low-Density Residential (R-30); Residential Multi-Family (RMF, RMFA); and Affordable Housing/Planned Unit Development (AM-1/PUD). This existing facility is in the Planned Unit Development (PUD). All wireless telecommunication services facilities and equipment not prohibited by the preceding statements shall be allowed in all other zone districts subject to review and approval by the Community Development Director pursuant to the provisions, requirements and standards of this Chapter, including consistency with the dimensional requirements of the under\ying zone district. This existing facility is in the Planned Unit Development (PUD). 2. Site selection. Wireless communication facilities shall be located in the following order of preference: First: On existing structures such as buildings, communication towers, flagpoles, church steeples, cupolas, ball field lights, nonornamental/antique street lights such as highway lighting, etc. Second: In locations where the existing topography, vegetation, buildings or other structures provide the greatest amount of screening. Least: On vacant ground or highly visible sites without significant visual mitigation and where screening/buffering is difficult at best. Not applicable. This is an upgrade to an existing site. 3. Interference. See Section 15.04.470, Radio Interference Prohibited, of this Code. 6 4. Airports and flight paths. Wireless telecommunication services facilities and equipment shall *F~Ck,QIesent a hazard to air navigation under Part 77, Federal Aviation, Federal Aviation X tbg&. Not applicable. (53530 4+Woric'645 and structures. In addition to the applicable standards of Chapter 26.415, all of *34Â© th;f%4going and following provisions and standards of this Chapter shall apply when wireless telecommunication services, facilities and equipment are proposed on any historic site or structure or within any historic district. Not applicable. 6. Public buildings, structures and rights-of-way. Leasing of public buildings, publicly owned structures and/or public rights-of-way for the purposes of locating wireless telecommunication services facilities and/or equipment is encouraged. In cases where a facility is proposed on City property, specific locations and compensation to the City shall be negotiated in lease agreements between the City and the provider on a case-by-case basis and would be subject to all of the review criteria contained in this Section. Such agreements would not provide exclusive arrangements that could tie up access to the negotiated sites or limit competition and must allow for the possibility of "co-locating" (sharing of facilities) with other providers as described in Subsection E.7, below. This is an existing site on the roof of Aspen Valley Hospital. 7. Co-location. Co-location or sharing, of facilities with other providers is encouraged. Co- location can be achieved as either building-mounted, roof-mounted or ground-mounted facilities. In designing poles, applicants are strongly encouraged to consider the possibility of present or future co-location of other wireless communication equipment by structurally overbuilding in orderto handle the loading capacity of additional antennas, for the use of the company and for other companies to use as well. Applicants shall use good faith efforts to negotiate lease rights to other telecommunications users who desire to use the monopole. Co- location on an existing support structure (tower) shall be permitted as an accessory use. A maximum of two (2), twenty-four (24) inch diameter dish antennas are permitted per monopole. Projections of any type on the monopole, which are not antennas, are strongly discouraged. This is an existing site on the roof of Aspen Valley Hospital. Multiple use facilities are encouraged as well. Wireless telecommunication services facilities and equipment may be integrated into existing or newly developed facilities that are functional for other purposes, such as ball field lights, flagpoles, church steeples, highway lighting, etc. All multiple use facilities shall be designed to make the appearance of the antennae relatively inconspicuous. This is an existing site on the roof of Aspen Valley Hospital. The co-location requirement may be waived by the Community Development Director upon a showing that either federal or state regulations prohibit the use, the proposed use will interfere with the current use, the proposed use will interfere with surrounding property or uses, the proposed user will not agree to reasonable terms or such co-location is not in the best interest of the public health, safety or welfare. Time needed to review a co-location request shall not greatly exceed that for a single applicant. This is an existing site on the roof of Aspen Valley Hospital, 8. Maintenante. All towers, antennas, related facilities and equipment and subject sites shall be maintained ir14*0 and clean manner in accordance with project approvals and building codes. 4%-Mkpperat#/pl ~wner shall be responsible for maintaining free from graffiti, debris and '1%%;0*ose 0%~p of * site which are adjacent to the premises over which he or she has â‚¬% IE:1 control. The applicant shall be responsible for reasonable upkeep of the facility and subject property. All towers, antennas and related facilities shall be subject to periodic inspection to ensure continuing compliance with all conditions of approval and requirements of this Section. Sprint intends to maintain their site up to the standards of this ordinance. 9. Abandonment and removal. All required approvals will be in effect only so long as the antennas and other structures are operated at the site. Facilities that are not in use for ninety (90) consecutive days for cellular communication purposes shall be considered abandoned and shall be removed by the facility owner. The site shall be restored to the condition it was in prior to the installation/location of the facility. Such removal shall be carried out in accordance with proper health and safety requirements. Per Sprint's Lease Agreement with the hospital, they are obligated to remove their equipment in the manner described above. A written notice of the determination of abandonment shall be sent or delivered to the operator of the wireless communication facility. The operator shall have ninety (90) days to remove the facility or provide the Community Development Department with evidence that the use has not been discontinued. The Community Development Director shall review all evidence and shall determine whether or not the facility is abandoned. Upon refusal or failure of an owner and/or operator to timely remove a facility as required under this Section, the facility shall be deemed an abandoned illegal structure subject to abatement as a public nuisance. Per Sprint's Lease Agreement with the hospital, they are obligated to remove their equipment in the manner described above. 10. Conditions and limitations. The City shall reserve the right to add, modify or delete conditions after the approval of a request in order to advance a legitimate City interest related to health, safety or welfare. Prior to exercising this right, the City shall notify the owner and operator in advance and shall not impose a substantial expense or deprive the affected party of a substantial revenue source in the exercising of such right. Approval by the Community Development Director for a wireless telecommunication services facility and/or equipment application shall not be construed to waive any applicable zoning or other regulations; and wherein not otherwise specified, all other requirements of this Code shall apply. All requests for modifications of existing facilities or approvals shall be submitted to the Community Development Director for review under all provisions and requirements of this Section. If other than minor changes are proposed, a new, complete application containing all proposed revisions shall be required. F. Review standards. The following standards are designed to foster the City's safety and aesthetic interests,~!kut imposing unreasonable limitations on wireless telecommunication services facilities and equipr~1~. e.. '~<betbatr*/8/k minimum, all wireless telecommunication services facilities and equipment ~*24@a'Apyp minimum setback requirements of the underlying zone district; if the 4%$>t 4, 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. 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. 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. 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. This is an existing site. This upgrade will not expand Sprint's current lease area. 2. Height. The following restrictions shall apply: 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. The top of the existing and current antennas is 29'. Please see enclosed drawings, page A-3. 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. Sprint's colocation upgrade will not A increase the current height of the antennas. ommunity Development Director may approve a taller antenna height than 4(;b stipliC~~ b. above if it is his or her determination that it is suitably camouflaged, in C,/4 -4**caWadministrative approval may be granted. *00* 0/3 49*4 d) If the Community Development Director determines that an antenna taller than stipulated in b. above cannot be suitably camouflaged, then the additional height of 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). 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. Sprint's ancillary equipment is located in the existing building. This upgrade will not affect that. 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 of better quality than the materials of the principal use. 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). 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. 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 0~ require a particular design that is deemed to be suitable to the subject location. ~0- #A ~ e) All utilities associated with wireless communication facilities or equipment shall be ~nderground (also see "Screening" below). 0 -ais is an existing installation. This upgrade will not affect the nature and 6 0&racteristics of the installation or surrounding building. ~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. 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. c) Surrounding view planes shall be preserved to the extent possible. 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. This is an existing installation. This upgrade will not affect the nature and characteristics of the installation or surrounding building. 5. Screening. Roof-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). b) For ground-mounted facilities, landscaping may be required to achieve a total 0 rn screening effect at the base of such facilities or equipment in order to screen the 9 -4 45 C) mechanical characteristics; a heavy emphasis on coniferous plants for year-round i* ,~ 1~ 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 53 ~~ visibility of the facility. c) Unless otherwise expressly approved, all cables for a facility shall be fully concealed from view underground or inside of the screening or monopole structure supporting the *sy o 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. d) Chain link fencing shall be unacceptable to screen facilities, support structures or accessory and related equipment (including HVAC 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. 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. This is an existing installation. This upgrade will not affect the nature and characteristics of the installation or surrounding building. 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. b) Light fixtures, whether free standing or tower-mounted, shall not exceed twelve (12) feet in height as measured from finished grade. 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. 50 20 %3 % S d) 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. 3% + 0 130 Per the FAA, this installation is not required to have lighting. 18 a NadsÂ¥ 7. Access ways. In addition to ingress and egress requirements of the 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. 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. c) The proposed easements for 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. This is an existing installation. The parking, ingress/egress, and security will remain unaffected. (Ord. No. 1-2002 Â§ 18; Ord. No. 52-2003, Â§Â§ 14, 15) 2 (04 0 rn -~ -o C) c Qrn -n %& 1 g 69 r11 0 mz a AliNAIN 0 *C E NTE RLI N E 16360 Table Mountain Parkway. Golden. CO 80403 June 19,2013 Mr. Bennie Williams MasTec RE: DN33XC243 "Aspen Valley Hospital" Platform Analysis Dear Mr. Williams: Centerline Solutions performed a structural review of the existing roof at the above referenced site. The existing roofplatform can safely support the existing CDMA cabinets and new Network Vision MMBS and BBU cabinets. Our analysis is based on the original structural analysis and plans, the new loads do not exceed the original design loads. All new cabinets and equipment shall be placed as shown in the drawings issued by this office. Please contact us with any questions. Sincerely, L 44*1 U:.2 642,-0=2 rk 5 4.Â·*HER 744.....Rh p i# 34610 3 =i ~ Khristopher Scott. PE te E ATT: Calculations ~NAC ~6~f JUN 1 9 2013 RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT DN33XC243 ~CEN T ERLINE Ib Design of Equipment - IBC 2009 6/19/13 psf:= - ftz Cabinets CDMA BTS4 := 8501b Power:= 1700Ib BBU4O = 28801b Network Vision MMBS:= 700Ib BBUnet = 25501b Total design load on platform per original plans TWdesign 1 1 0000'b design - TW - 1 x 1041b Total weight with CDMA & NV TV\4omb - BTS~ + Power + BBU40 + MMBS + BBUnet TWcomb = 8.68 x 1031b New and existing equipment does not exceed original design loads. RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT Zuma Consultants, Inc. '76 13969 W. 1st Ave. Golden CO 80401 P: 303-325-5606 F: 303-325-5629 Structural Analysis Site Name: Aspen Valley Hospital ' Site Number: DN33XC243 For. SprinUNextel 333 Inverness Dr. South Englewood, CO 80112 Date:9/1/11 -6%,ADO RE.gft **ER 4*11 : 32 Vo Â·. .: Fk== N REch SEP 1"VED or,Pity 0 2013 --742% t@%6 # Zuma Consultants Inc '/Cl 13969 W. Ist Ave., Golden, CO 80401 * P: (303) 325-5606 F: (303) 325-5629 September 2, 2011 Brandon Whinery Sprint RE: DN33XC243 "Aspen Valley Hospital" Structural Design Dear Mr. Whinery: Zuma Consultants performed a structural review for a new platform at the above referenced site. The new Sprint platform shall be placed on the roof of the Obstetrics Addition approximately centered on column line BB in between column lines 13.1 & 15.5. The platform was designed to the following specifications: 1. The Sprint equipment load is up to (5) cabinets with a total weight of 10,000 lbs. 2. The roof was analyzed for a 75 psf snow load and a 17 psf dead load per the original plans. A simultaneous snow load on the roof and platform was analyzed for one load case. 3. A wind load of 32 psf was used to analyze the screen wall. The existing roof beams, columns and footings can safely carry the new Sprint equipment and platform. See the attached calculations for existing framing analysis and platform design. The design plans are attached and include all the construction details needed for the platform. Please contact us with any questions. Sincerely, 1 kie~i RECEIVED sEp Â£00,M - vdÂ°,2 (4/4 O<0 2013 4.1. ?-2 4 ft i % 34610 3 1 ~ Khristopher Scott, PE ~.,et. ::uÂ« Zuma Consultants, Inc. '75 3911 W. 25th Ave. Denver, CO 80212 P: 303-325-5606 F: 303-325-5629 Analysis of Ex. Building for SprinUNextel Equipment IBC 2009 Date: 9/1/11 DN33XC243 Aspen Valley Hospital Loads Equipment Weight Total W := 10000lb Dimensions h:= 6ft w:= 2.5ft I := 10ft Aw p |h Aw = 60 ft2 Ib Snow S := 75 - ft2 Ib Dead D := 17 - ft2 Antennas hant = 6ft want z= 12in RECEIVED SEP n,.9 1 -r, 1 n ,-:5 .LI,WA* a Uh ,-14*,4'*.i>fte, ...Â£04> DN33XC243 Aspen Valley Hospital Connection checks W10x15 check Shear Bolt Design (db 2 db .= .625in Â¢b:= .75 Fv := 48ksi Ab := l- 1 Ballow *= tb Fv-Ab Ballow = 11.045 kips 4Â®n .= 1.9kips Â¢Rn Nbolts 2 - Nbolts = 0.172 Use 3 bolts Nboits i= 3 Ballow Â¢Rn Loadbolt Â» - Loadboit = 0.633 kips Fu := 58ksi Nbolts Plate Thickness for bearing Loadbolt t:= t = 9.706 x 10- 3 in Check against web thickness Fu.dbÂ·2.4Â·tb web thicknes is .25 in - OK Plate Thickness for shear Â¢Rn 9' S Â·.- " Fy := 36ksi Ip:= 7in t:= t = 0.014 in Use plate t := .25in Weld Check s := .1875in Â¢Fw := 31.5ksi Cweld .= .707Â·sÂ·*Fw cweld = 4.176 kies in kips kips cplate := tÂ·.54Â·Fy Cplate = 4.86 -7- c := 4.86 -:- in in en SEP 1 0 2013 1weld = - 'weld = 0.391 in Less than plate length - OK C RECEIVED CITY oF ' COMMUNITY ~rtsPEN tVELON'&;CAN Check Post Connection at end of W12 to W24 *Rn := 6kips per STAAD Plate Thickness for shear Â¢Rn *s= -9 Fy := 36ksi Ip:= 4in t:= t = 0.077 in *s'-6Â·]p,py Use plate t := .25in min Weld Check s := .1875in *Fw:= 31.5ksi kips Cweid := -707- sÂ·Â¢Fw cweld = 4.176 -r in Cplate '= tÂ·.54Â·Fy cpiate = 4.86-ME c := 4,86 Â·kips in in *Rn Iweld = - 'weld = 1.235 in Less than plate length - OK C RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT Check Post Connection at end of W24 to column *Rn ~= 72kips per STAAD Plate Thickness for shear Â¢Rn ts := .9 Fy := 36ksi Ip := 18in per plan t := t = 0.206 in Â¢s-Â·6. Ip.Fy Use plate t := .375in per plan OK Weld Check s := .3125in Â¢Fw := 31.5ksi kips Aveld > Â·707Â·sÂ·*Fw Cweld = 6.96 -7 In cpiate := tÂ·.54Â·F cpdate = 7.29 -~23 c := 4.86 kies in m Â¢Rn 'weld:= - 'weld = 14.815 in Less than plate length - OK C Shear Bolt Design /db)2 db := .875in *b := .75 Fv := 48ksi Ab := - 0 X 2 Ballow := *b'Fv'Ab Ballow = 21.648 kips *Rn Nbolts ;= - Nbolts = 3.326 Use 6 bolts per plan NboIts 4 6 Ballow Â¢Rn Loadbolt Â» - Loadbolt = 12 kips Fu := 58ksi OK Nbotts RECEIVED SEP 1 0 2013 Gl Y OF ASPEN COMMUNITY DEVELOPMENT Check Column/Base plate/Footing Trib Area ~trib i= 25ft 'trib *28.25ft LLroof := 75psf DLroof := 17psf TLcoluinn - (1.2- Ii)Lroof + 1.6LLroof~ (Wtrib ]trib~ rLcolumn = 9Â·916 x 104]b Max post load from Sprint Platform Pplat := 6kips Check Increase (Pplat + 'Ilcolumn 1 %inc:= 1 - 13.100 56inc = 6.051 ( TLcoluinn Check Footing - Mark "B" Afoot := 36fti Pallow := 3000psf TLfootallow = Afoot'Pallow TLfootallow= 1.08x ]05ib Allowable footing load greater than TL column load even with using Joad factors - OK Check Base Plate - Mark "1" Aplate *= 144in2 4 := 3000psi Â¢c:=.6 Use assumed A2 i= 12inÂ· 12in Use actual plate Pu := TLcolumn + Pplat Pu = 105.157 kips A i := 144in2 Per plan (A2~5 *Pp:= *cÂ·-85Â·fcÂ·Al.1 -1 Â¢Pp = 2.203 x 10~lb OK <Al) Check thickness 12-6. n := -in ' n =3 in edge distance B := 12in N := 12in Fy := 36ksi 2 C 2.2222 215 tplate:= I -'Pu n 1 tplate = 0.637 in this is grater than 1 in used - OK LBÂ·NÂ·Fy 7 Check Column 6x6x3/8 column per load table in LRFD at 15 ft for KL = 207 kips OK RECEIVED SEP 1 0 2013 CITY OF ASPEN COMMUNITY DEVELOPMENT D : L J t - 1 2 ./,..: . #//6a#.%,/9/.*Il#*6&6/ . - '.t /, 1&/1/:ZiLibl/f~J, - $ . - ...i ....t=1~ y .â‚¬ I : 4. 4% 2 1. . 1 1% t, St/63% * =er./ - :- 47 ..1 -., 1 4-,Â£ "c I ' -1 4 C~ I Y : 5 - .44/ % 1 171/20. 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