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HomeMy WebLinkAbout1.0 ApplicationRECEIPT Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Invoice Number: Invoice Date: INV -7-13-22492 '19/2013 12:00:OOAM Plan Case: Special Use Amendment Appli Fee Name Fee Type Fee Amount Special Use Amendment Fee Fixed $400.00 Total Fees Due: $400.00 Date Pay Type Check Number Amount Paid Change 07/09/2013 Check 1335 $300.00 $0.00 Total Paid: $300.00 PAY TO THE ORDER OF MEMO Total Due: $100.00 SMJ CONSULTING SERVICES LLC FIFTH THIRD BANK 49357 PONTIAC TRL STE 103 WIXOM, MI 48393 'NJ -12x_ sise,1 (\t41!), f sa > `Y -1.1t 4Ui e44,6( 74-545.724 AUTHORIZED SIGNATURE 1335 DOLLARS 000133S0 1:072405455g 79 L4005?93+t' Tuesday, July 9, 2013 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Sprint's Proposed Antenna Upgrades at 0735 County RD 109 (DN72XC036] RE: Sprint's Proposed Antenna Upgrades at 2 Iron Mountain [DN72XC564] Community Development Department, SMJInternatioi June 25, 2013 I have previously been in touch with your department regarding Sprint's leased space at the above reference sites. Sprint is currently upgrading their current equipment that is presently at the site to support their "4G" Network. Sprint proposes to complete this upgrade in two phases. During phase one, Sprint proposes to add several wireless communication antennasto 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, please find an application packet (one for each site). I have enclosed the billowing: • Land Use Change Application (Amendment to an Approved LUCP) • Pre -Application Conference Summary • Lease Agreement (Illustrating Sprint's Right to Upgrade) • Copy of Courtesy Notice to Landowner • Check for $300.00 • CD with .PDF drawings (One CD for both sites) • Signed and Sealed Construction Drawings (3 sets, 11"x17") Please fax, email or mail the completed permit and receipt to me at: Aaron Adelman 49357 Pontiac Trail, Suite 206 Wixom, MI 48393 Fax: 1-888-745-4719 Email: aadelman@smj-Ilc.com Please do not hesitate to contact me at 616-916-3062 with any questions or concerns. Respectfully, Aaron Adelman SMI International, LLC 49357 Pontiac Trail • Suite 206 • Wixom, Michigan 48393 • Phone (616) 745-4777 • Fax (888) 745-4719 691 Ouellette Avenue • Windsor, Ontario, Canada N9A 4J4 • Phone (519) 915-1349 • Fax (888) 745-4719 REC in, Garfield County C mmunity Development Department JUL 10 n13 108 8th Street, Suite 401 GARFIELD COUNIfilenwood Springs, CO 81601 .)MMUNITY DEVELOPMENT (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION ❑ Administrative Review ❑ Limited Impact Review 0 Location and Extent Review ❑ Major Impact Review ❑ Development in 100 -Year Floodplain ❑ Designation of Flood Fringe/Floodway E Amendments to an Approved LUCP ❑ LIR ❑MIR ® SUP 0 Minor Temporary Housing Facility ❑ Rezoning ❑ Zone District❑ PUD ❑ PUD Amendment 0 ULUR Text Amendment O Vacation of a County Road/Public ROW O Appeal of Administrative Interpretation O Pipeline Development O 1041 Regulations O Comprehensive Plan Amendment ❑ Major ['Minor O Variance ❑ Time extension INVOLVED PARTIES Owner/Applicant Name: POW, Inc. (Attn: Steve Beckley) Phone: ( Mailing Address: 51000 Two Rivers Plaza City: Glenwood Springs State: CO Zip Code: 81601 E-mail: Representative (Authorization Required) Name: SMJ International o/b/o Sprint (Contact: Aaron Adelman)Phone: ( 616 ) 916-3062 Mailing Address: 49357 Pontiac Trail, Suite 206 City: Wixom E-mail: aadelman@smj-11c.com State: MI Zip Code: 48393 PROJECT NAME AND LOCATION Project Name: Sprint Antenna Upgrades Assessor's Parcel Number: Z l u S - O '5 - D v - "S �{- Physical/Street Address: 1.1? -40 "JTVL ►t Legal Description: Section 3, Township 6 South, Range 89 West R Zone District: ural Property Size (acres): PROJECT DESCRIPTION Existing Use: 40' Guyed Cellular Communications Tower Proposed Use (From Use Table 3-503): Telecommunications Facility Description of Project: Antenna Upgrade at Existing Cellular Communications Facility for the "4G" network. Please see enclosed drawings for details and specifications. REQUEST FOR WAIVERS Submission Requirements 0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards 0 The Applicant is requesting a Waiver of Standards per Section 4-117. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. Signature erty OWherkD,--4q c (. SPF -t 6/25/13 Date OFFICIAL USE ONLY File Number: 5411 A _3-4 -1 Fee Paid: $ 300' Garfield County Community Development Department 108 86 Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2185-033-00-034 PROJECT: Sprint Antenna Upgrade — POW OWNER/OPERATOR: POW, Inc. / General Dynamics REPRESENTATIVE: Aaron Adelman, SMJ International, LLC PRACTICAL LOCATION: Section 3, T6S, R89W ZONING: Rural DATE: May 31, 2013 TYPE OF APPLICATION: Amendment to An Approved Land Use Change Permit — Determination whether the proposed expansion is a minor or major modification. I. GENERAL PROJECT DESCRIPTION The Applicant proposes to remove two 4 -foot tall antennae and replace them with two 6 -foot tall antennae on the existing 40 -foot tall guy communication tower and remove one 4 -foot tall antennae and replace it with one 6 -foot tall antennae on the existing communication building. Also, three communication cabinets are to be removed and replaced with two cabinets within the communication building. The existing guy communication tower was approved by the Board of County Commissioners and memorialized in Resolution 2007-66. As per Article 4, Section 4-106 of the Garfield County Unified Land Use Resolution of 2008, as amended, amendments to a Land Use Change Permit requires an Applicant to submit an application in order to determine if the proposed amendment is a minor or major modification. 11. REGULATORY PROVISIONS APPLICANT IS REQURED TO ADDRESS • Garfield County Comprehensive Plan 2030 • Garfield County Unified Land Use Resolution of 2008, as amended (ULUR) • Amendments to an Approved Land Use Change Permit (Section 4-106) • Tables contained in 4-102, Common Review Procedures; and 4-201, Submittal Requirements III. REVIEW PROCESS 1. Pre -application Conference. 2. Application. 3. Determination of Completeness. 4. Evaluation and Determination by Director. IV. SUBMITTAL REQUIREMENTS Amendments to an Approved Land Use Change Permit — Table 4-201 lists General Application Materials (Application Form, Statement of Authority, Letter of Authorization, and Fee) and narrative addressing Article 4, Section 4-106 (C) of the ULUR. As per Section 4-201 (B), the Director may request additional submittal information to adequately review an application. This information includes: Payment Agreement Form, Pre -Application Conference Summary, Deed, Lease Agreement, applicable Resolution (2007-66), and construction plan set illustrating the proposed modification. Submit three (3) paper copies and one CD. Additional copies may be requested upon determination of completeness. V. APPLICATION REVIEW a. Review by: Director/Staff for completeness and determination b. Public Hearing: X Director Review/Determination Planning Commission Board of County Commissioners _ Board of Adjustment c. Referral Agencies: Not applicable. VI. APPLICATION REVIEW FEES a. Planning Review Fees: $ 300.00 b. Referral Agency Fees: $ TBD — consulting engineer/civil engineer fees c. Total Deposit: $ 300.00 (additional hours are billed at $40.50 /hour) General Application Processing Planner reviews case for completeness. Planning Director reviews application and makes a determination. The pre -application meeting summary is only valid for six (6) months from the date of the written summary. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. 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. This summary does not create a legal or vested right. Pre -application Summary Prepared by: /V'1/t--t e /? Date 11111IYI.M1 14NI11Ni!3I11100414N1N1 A IN 11111 Reoeption#: 730276 08!08/2007 10:29:00 AM Jean Alberico 1 of 3 Rao Fee:$0.00 000 Fee:0.00 GARFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 2nd day of July A.D. 2007, there were present: John Martin Larry McCown Tr6si Houpt Don DeFord Jean Alberico Ed Green (Absent) , Commissioner Chairman , Commissioner , Commissioner , County Attorney , Clerk of the Board , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2 0 0 7- 6 6 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT FOR A COMMUNICATION FACILITY OPERATED BY SPRINT NEXTEL LOCATED ON A PROPERTY OWNED BY POW INC, GARFIELD COUNTY PARCEL NO# 218503300034 WHEREAS, the Board of County Commissioners of Garfield County, Colorado ("Board"), has received an application from POW Inc. for a Special Use Permit ("SUP") to allow a Communication Facility (Un -Manned Tower) on their property within the Agricultural Industrial zone district; and WHEREAS, the Board held a public hearing on the 2"d day of July, 2007, upon the question of whether the above described SUP should be granted or denied, at which hearing the public and interested persons were given the opportunity to express their opinions concerning the approval of said special use permit; and WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact as listed below: 1, Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. 1 3 111111. I1l7i1'FtiKJi,N!II ! lr "I CIAhN,144111411111 Reception#: 730276 08/0812007 10:29:00 AM Jean Alberico 2 of 3 Rao Fea:b0.00 Doc Fee:0.00 GARFIELD COUNTY CO 2. The meeting before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, and welfare of the citizens of Garfield County. 4. The application has met the requirements of Special Use (Sections 5:03, 5.03.13 and 9:03) the Garfield County Zoning Resolution of 1978, as amended. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that a Special Use Permit for a Communication Facility (Un -Manned Tower) on a property owned by POW Inc. is hereby approved subject to compliance with all of the following specific conditions: 1) That all representations made by the Applicant in the application and as testimony in the public hearing before the Board of County Commissioners shall be conditions of approval, unless specifically altered by the Board of County Commissioners; 2) The operation of this facility shall be done in accordance with all applicable Federal, State and Local regulations governing the operation of this type of facility; 3) The communication facility shall be available for future co -location and the denial of a requested co -location shall be based on technical reasons, not on competitive interests; 4) The existing SprintlNextel communication tower, antennas, proposed modifications and all future modifications shall be painted a darker matte earth tone to reduce visual impacts; Dated this +c. day of , A.D. 2007 A'1 1 EST: GARFIELD OUNTY BOARD OF Cl A' of the Board COMM SS S, GARFIELD COUNTY, Upon motion duly made and seconded the for 1111 Idtl.WYT1411,U 141,191Pr IOVIVI.Iiii H'i 11111 ReceptAan#: 730278 08/08/2007 10:29:00 AM Jean A1berioo 3 of 3 Rea Fee;$0.00 Doo Fee:0.00 GARFIELD COUNTY CO following vote: COMMISSIONER CHAIR JOHN F, MARTIN COMMISSIONER LARRY L. MCCOWN COMMISSIONER TRESI HOUPT STATE OF COLORADO ) )ss County of Garfield ) , Aye , Aye , Aye I, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of , A.D. 2007. County Clerk and ex -officio Clerk of the Board of County Commissioners 3 Site Name:POW Site 1D #: CO -0139 AMENDMENT NO. 3 TO SITE AGREEMENT This Amendment No. 3("Amendment")_, effective as of the date last signed below ("Effective Date"), amends a certain Site Agreement between NEXTEL WEST CORP.,a Delaware corporation d/b/a Nextel Communications, f/k/a Nextel Western Acquisition Corp. ("Lessee") and POW, INC., a Colorado corporation ("Lessor"), the Standard Antenna Site Lease Agreement dated August 9, 1996, as amended and restated by that certain Amended and Restated Communications Site Lease Agreement dated November 27, 2001, as subsequently amended (the "Agreement"). BACKGROUND The modification of the existing telecommunications facility will consist of adding two panel antennas to the existing 35 foot guyed tower and one panel antenna to the existing equipment building. The two new antennas that will be placed on the existing guyed tower mounted at a rad -center of 34 feet. The new antenna that will be mounted on the existing building will have a rad -center of 15 feet above the roof., as more particularly described in Exhibit B annexed hereto. AGREEMENT In consideration of the mutual promises between the parties and for other good and valuable consideration the receipt and sufficiency of which is acknowledged, Owner and Tenant agree as follows:. 1, Modification to the Facilities. Exhibit B-1 of the Agreement is deleted in its entirety and replaced with the attached Exhibit B-2 consisting of lease drawings labeled Elevation A2, a copy of which is attached and made a part hereof. Upon full execution of this Amendment and pursuant to Section 5 of the Agreement, Tenant is permitted to do all work necessary to prepare, maintain and alter the Site to install, modify or otherwise relocate the Facilities, all as more fully described and contemplated in Exhibit B-2. 2. Modification to Rent. (a.) In consideration for the modifications contemplated by this Amendment, effective upon the first day of the month followin commencement of construction or installation of the new, relocated or modified Facilities , the monthly Rent will be increased by (b.) Section 4.(d.) of the Agreement is deleted in its entirety and replaced with the following: From and after the date of this Amendment, , during the Term and any Renewal Term, monthly Rent will increase on each anniversary of the commencement date by 3. All notices must be in writing and are effective only when deposited in the U.S. mail, return receipt requested and postage prepaid or when sent via overnight delivery service. Notices to Tenant are to be sent to: Sprint/Nextel Property Services, 12657 Alcosta Boulevard, Suite 300, Mailstop CASRMD, San Ramon, CA 94583, with a mandatory copy to: Sprint/Nextel Law Department, Mailstop KSOPHT0101-22020, 6391 Sprint Parkway, Overland Park, Kansas 66251-2020, Attn.: Real (Estate Attorney. 4. General Terms and Conditions. (a) All capitalized terms used in this Amendment, unless otherwise defined herein, will have the same meaning as the terms contained in the Agreement. (b) In case of any inconsistencies between the terms and conditions contained in the Agreement and the terms and conditions contained in this Amendment, the terms and conditions herein will control. Except as set forth below, all provisions of the Agreement are ratified and remain unchanged and in full force and effect. (c) This Amendment may be executed in duplicate counterparts, each of which will be deemed an original. (d) Each of the parties represent and warrant that they have the right, power, legal capacity and authority to enter into and perform their respective obligations under this Amendment. ***SIGNATUR:S ON FOLLOWING PAGE*** The parties have executed this Amendment as of the Effective Date. Owner: Tenant: POW, INC., a Colorado corporation By: Name: Steve Beckley Title: Owner Date: � 1 51 Owner: POW, INC., a Colorado corporation By: ,L,r3(. Name:Jeanne N. Beckley Title: Owner Date:.SifS'a� Nextel West Corp„ a Delaware corporation By: Name: Title: Date: C'. LkILA lan`Woydziak Mana rg r bite Development 5' 1- 7 EXHIBIT B TO SITE AGREEMENT Site Plan The Site is described and/or depicted as follows: Insert Site Plan: Note: Owner and Tenant may, at Tenant's option, replace this Exhibit with an exhibit setting forth the legal description of the Site, or an as -built drawing depicting the Site. Any visual or textual representation of the Facilities is illustrative only, and does not limit the rights of Tenant as provided for in the Agreement. Without limiting the generality of the foregoing: 1. The Site may be setback from the boundaries of Owner's Property as required by the applicable governmental authorities. 2. The access road's width may be modified as required by the governmental authorities, including police and fire departments. 3. Without in any way limiting Tenant's right to make future changes, Tenant intends to initially install up to 12 antennas, 15 coaxial cables and 3 GPS signal units and connections (the type, number, mounting positions and locations of which are illustrative only; actual types, numbers, mounting positions and locations may vary from what is shown above). 4. The locations of any access and utility easements are illustrative only. The actual locations will be determined by Tenant and/or the servicing utility company in compliance with all local laws and regulations. Owner Initials: Tenant Initials: AI k CI CIN 1 gill InidI�$ig iii! 8 � It ELEVATION i 3 c, ■ qv:), ■1 i GENERAL DYNAMICS Wireless Services February 12, 2013 POW, INC. 51000 Two Rivets Plaza. Glenwood Springs, CO 81601 Attention: Steve Beckley RE, Standard Antenna Site Lease Agreenient.dated August 9, 199.6, as amended by Amended And.I esti}ted Coinniunteatioiis Site, Lease Agreernent dated November 27, 2001, esaiuended by Second Atnend,mcnt. To Corrin »Jcations Site Lease Agreement dated.Septeiuber 23, 2(104, as. amended byAalentdment No. 3' To Site Agreement dRted May 21, 2007, by and between N13XTEL WEST CORP, a Delaware corporation d/b/a Nextel. Comm inications, flk/a Nextel Western Acquisition Coip. ("Lessee") and POW; INC.; a Colorado corporation ("Lessor"), with reSpeet to tiie real property located at 2 1101 Mountain, Glenwood Springs, CO $1601 (Site); CaseadeNo. DN72XC564 Subject: Notice of Work Activity -- Courtesy Notice To Wiioiri It May Concern; This notification letter is being Issued as a coiirtcsy to ittthun you that Sprint Nextel will be undertaking minor maintenance work In and around its lease premises located on yourpropeity. Certain Splint Nextelauthodzed vendors, including General Dynamics InforinatianTechnology, will be performing the work on Sprint Nox tel's behalf. This work will be performed in full eoinplianee with the above mentioned Agreements. If you havo any questions about this activity, please do not hesitate to contact: me at the address or number listed below, Thank you, By; • Ton) i alker, Site Acquisition Lead . General Dynaoiles Iiiformation Technology, An authorized representative of Spi7nt Nextel 5600 S. Quebec Street, Suite 340C Greenwood Village, Colorado• 80111. (303).357-1337 —Direet ' Thonias.Wakker@pdit.com 5000 S. Quebec Street Suite 340C Greenwood Village, CO 89.111 (303)357-1321 — Direct Strength oo Your Side'` Load find Cathay Wilco, project Vision T4mtsl�a verpfon , revised 3.17.! E, DBAVS compLETE rhos SECTION ON DEL WEE( ,:00r.iptoteltom44. 1,,:ZAnc:1.0.,AIso compete - ::.:):,:;Item.'4if..:0o111014.id Prnt your name and Address.on.tho ieveraeor on . • so that we can retrn the cerd to you. tho front f pace pernjlts. 1 .1. •AitIcloAddreseed to: POW, 51000 Two Rivers Plaa • :Glenwood Springs, CO 81601 •:..1 Attention:Steve Beckley • Addressee f; • • Receipt for Merchandise, •:::13. 'Figured .Mall 7q 4,Jieemew pegyerytpolFeey.. yes_ 7011 3500 000E1,0591 6543 „ . 1(.3.11:,:17'ePru4r.Y• :•-• •-poinestio Return 102555-02-M-1540, Ell 0.11 1iiiiV4 IMINIPI *4 Ill Reception#: 786581 05/28/2010 10:36:08 AM Jean Alberico 1 of 1 Rec Fee:$6.00 Doc Fee:0.00 GARFIELD COUNTY CO STATEMENT OF AUTHORITY Pursuant to C.R.S. X38-30--172, the undersigned executes this Statement of Authority on behalf of bILL)-rp4t. a orporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is Q_o t.x30- 1^00 and is formed under the laws of The mailing address for the Entity is The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity is Ste oe, Two .,s,2t rP{- The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows: of (if no limitations, insert "None") Other matters concerning the manner in which the Entity deals with any interest in real property are: (if no other matter, leave this section blank) EXECUTED this 48 day of VA Signature: STATE OF Name(typed or printed: J ) COUNTY OF The fo _ Title (if any): ss Tasszas Lir going instrument was acknowledged before me this 0V0 day of , 2042 by on behalf of 2jei,) , a .?.(!d Witness mx, kiand.. and officiairmilmsSION RE My commfs�s p> ,_exp;es: 05/30/2011 • : y°+:SAL ] 05/09 "4. '1/ (Nota y Public 1,11 111151 1.11.11111111 11111,3 11,31,31Ill 1111111111111 603665 05/17/2002 01!4!P B13Y3 P840 11lALSDORF 1 of 1 R 5.00 D 0.00 GARFIELD COUNTY CO QUIT CLAIM DEED THIS QUIT CLAIM DEED is made this /O day of M , 2002 between LYLE R. MOSS and CATHY J. MOSS of the County of Harris;5tafe of Texas, ("Grantors") and POW, INC., a Colorado corporation ("Grantee"). WITNESS, that the Grantors, for and in consideration of the sum often dollars ($10.00) and other good of valuable consideration, the receipt of sufficiency of which is hereby acknowledged, have remised, released, sold and QUITCLAIMED, and by these presents do remise, release, sell and QUITCLAIM unto the Grantee, its successors and assigns forever, all the right, title, interest, claim and demand which the Grantors have in and to the real property, together with improvements, if any, situate, Tying and being in the County of Garfield, State of Colorado, described as follows: Beginning at a point that lies on the western boundary of the SE 1/4, SE 1/4 of Section 4 of T. 6 S., R. 89 W. of the 6th P.M., whence the North 1/4 Corner of Section 9, T. 6 S. R 89 W. of the 6`h P.M. bears S. 52°32' 49" W., a distance of 1,629.31 feet. Thence N. 25° 00' E. 702.09 feet, thence S. 65°00' E., 300.00 feet, thence S. 25° 00' W., 149.66 feet, thence S. 53° 30' 16" W. 628.63 feet to the point of beginning, containing 2.93 acres, more or less. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging, or in anywise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the Grantors, either in taw or equity, to the only proper use, benefit and behoof of the Grantee, its succes - rs and assigns forever. Ove. WITNE : %y e Air A:ALLA:04A �R7R+lte�lateeer#r ors have executed this deed on the date set forth yle R. Mss STATE OF Te KQ S ) 1 ) ss. COUNTY OF (t61fr' ) LONG PHAN Notary Public. State of Teles hW Eomtnluian Explrel SEPTEMBER 11, 2005 The foregoing instrument was acknowledged before the this 10 day of M 0- 2002 by Lyle R. Moss and Cathy J. Moss. Q Witness my hand and offici 1 set,viat f My commission expires: 11.. 4144 Notary Public When recorded, return to: BEATTIE & CHADWICK ATTORNEYS AND COUNSELORS AT LAW 710 COOPER AVENUE, SUITE 200 GLENW000 SPRINGS. CO 81801 11013t4111/1/11 111111 IIIII illlll IHII Illll IIII 1111111 III IIIII IIII IIII 603834 00/17/2002 01:27P 613'55 P037 M RLSDORF 1 of 3 R 15.00 D 0.00 GARFIELD COUNTY CO QUIT CLAIM DEED and AGREEMENT THIS QUIT CLAIM DEED and AGREEMENT is made this L- day ofG 2002 between POW, INC., a Colorado corporation ("Grantor") and LYLE R. MOSS an CATHY J. MOSS of the County of Harris, State of Texas, ("Grantees"). WITNESSETH, that the Grantor, for and in consideration of the sum often dollars ($10.00) and other good of valuable consideration, the receipt of sufficiency of which is hereby acknowledged, has remised, released, sold and QUITCLAIMED, and by these presents does remise, release, sell and QUITCLAIM unto the Grantees, their heirs, successors and assigns forever, all the right, title, interest, claim and demand which the Grantor has in and to the real property, together with improvements, if any, situate, lying and being in the County of Garfield, State of Colorado, described as follows: Beginning at a point that lies on the western boundary of the SE 1/4, SE 1/4 of Section 4 of T. 6 S., R. 89 W. of the 6'h P.M., whence the North 1/4 Corner of Section 9, T. 6 S. R 89 W. of the 61h P.M. bears S. 52°32' 49" W., a distance of 1,629.31 feet. Thence N. 53° 30' 16" E., 628.63 feet, thence S. 25° 00' W, 1,212.64 feet, thence N. 65° 00' W., 300 feet, thence N. 25° 00' E., 660.21 feet to the point of beginning, containing 6.24 acres, more or less. TOGETHER WITH a perpetual right to all cave and mineral rights under certain real property owned by Grantor, described as follows: Beginning at a point that lies on the western boundary of the SE 1/4, SE 1/4 of Section 4 . of T. 6 S., R. 89 W. of the 6th P.M., whence the North 1/4 Corner of Section 9, T. 6 S. R 89 W. of the 61h P.M. bears S. 52°32' 49" W., a distance of 1,629.31 feet. Thence N. 25° 00' E. 702.09 feet, thence S. 65° 00' E., 304.00 feet, thence S. 25° 00' W., 149.66 feet, thence S. 53° 30' 16" W. 628.63 feet to the point of beginning, containing 2.93 acres, more or less (hereinafter "the POW parcel") which cave and mineral rights are and shall be SUBJECT TO the following conditions: a. Mosses acknowledge that they have no surface easements over the POW parcel, other than the roadway easements provided for in that certain Easement Deed from POW to Mosses dated and recorded on the same date as this Quit Claim Deed and Agreement. Mosses agree not to use or disturb the surface of the POW parcel in any way (other than to use the roadway casement), not to mine minerals through the surface of the POW parcel, and not to create or use any surface entrance on the POW parcel to any caves that may be discovered under the POW parcel. Mosses agree not to use explosives under the POW parcel that would in any way adversely affect the surface use and structural stability of the entire POW parcel including specifically not to adversely affect the structural integrity of foundations for proposed or existing tramway or gondola towers, and building foundations. Such things as drilling for bentonite clay, rock When recorded, return to: BEATTIE & CHADWICK ATTORNEYS AND COUNSELORS AT LAW 710 COOPER AVENUE. SUITE 200 GLENWOOD SPRINGS. CO 81601 111111111!1! 111111111111111111111111 111 1111111111111111 603634 00/17/2002 01:27P 113913 P038 M RLSDORF 2 of 3 R 16.00 D 0.00 GRRFIELD COUNTY CO splitters, and Hilti capping would be permitted if this activity does not in any way adversely affect the surface stability or surface workings. b. POW agrees to reasonably protect any cave and mineral resources on the POW parcel by refraining from any actions that may injure the cave and mineral resources, including such things as unreasonable use of explosives, creating or using cave entrances, placing leach fields over cave and mineral resources, making significant changes in surface drainage, allowing toxic chemical spills over cave or mineral resources, or burying waste that may have toxins which may potentially seep into cave or mineral resources. c. Mosses agree to reasonably protect any cave and mineral resources on the POW parcel by refraining from any actions that may unreasonably injure the cave and mineral resources. d. Mosses agree to supply timely, pertinent information to POW about any and all cave and mineral resources they may discover under the POW parcel, for purposes of cave and mineral resource protection. If any cave is discovered under the POW parcel that connects to caves under other property owned by POW, Mosses and POW will reasonably cooperate to protect all cave resources. e. Nothing in this Agreement shall be construed to preclude or interfere with POW's right to install tramway towers and foundations on the POW parcel. Mosses will reasonably assist and shall not interfere in any way in the development of the POW parcel including placement of tramway or gondola lift tower foundations. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging, or in anywise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the grantor, either in law or equity, to the only proper use, benefit and behoof of the Grantees, their heirs, successors and assigns forever. IN WITNESS WHEREOF, the parties have executed this Quit Claim Deed and Agreement on the date set forth above. GRANTOR: POW, INC. Sr en Beckley, Presi s en R. Moss J- : e N. Beckley, Secret Quit Claim Deed and Agreement Grantor: POW, Inc. Grantees; Lyle R. Moss and Cathy .1. Moss Page 2 of 3 11111111111111111111111111111111 I I I I I I 11141111111111111 6035M 05/17/2003 01:27P 51355 P639 11 RL9DORF 3 of 3 R 16.00 0 0.00 GRRFIELD COUNTY CO STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this , j f day of 2002 by Steven Beckley, as President and Jeanne N. Beckley as Secretary of POW, c., a Colorado corporation. Witness my hand and official seal. My commission expires: / — 2. 4'-- STATE OF It X4 S COUNTY OF 4o,(11...S ) ss. LONG PHAN Notary Pubils. Sam of Tem My Commiuien EKphti SEPTEMBER 11. 2005 The foregoing instrument was acknowledged before me this c? day of L A 2002 by Lyle R. Moss and Cathy J. Moss. Witness my hand and official seal. My commission expires: c<.194-R,w.ysi 1t , 246 5 Quit Claim Deed and Agreement Grantor: POW Inc. Grantees: Gyle R. Moss and Cathy J. Moss Page 3 of 3 Notary Public Know what's below. Call before you dig. THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE Sprint) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTIiORmES. NOTHING 114 THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BUILDING/DWELLING CODE IBC 2012 STRUCTURAL CODE IBC 2012 MECHANICAL CODE !MC 2009 ELECTRICAL CODE NEC 2011 FIRE/LIFE SAFETY CODE IFC 2009 ACCESSIBILITY REQUIREMENTS: FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2012 IBC BUILDING CODE. CODE BLOCK SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • REMOVE (3) EXISTING PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) • REMOVE (2) EQUIPMENT CABINETS • INSTALL (1) NEW MMES CABINET • INSTALL (1) NEW 8BU CABINET • REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES • INSTALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES USING EXISTING COAX ROUTE (1 PER SECTOR) • INSTALL (6) NEW RRU,S • REMOVE (1) EXISTING GPS ANTENNA/INSTALL (1) NEW GPS ANTENNA PROJECT DESCRIPTION APPROVAL SIGNATURE DATE SRE A0001SYRNJ MANAGER NT GENERAL NOTES CGNSTRUC7ION WADER GENERAL NOTES Al ARE RIAMGER Al EQUIPMENT PLANS PUNNING CONSULTANT ELEVATION A4 RF AANAGER A5 EQUIPMENT DETAILS RF ENGINEER EQUIPMENT DETAILS (INDOOR SPECIFICATIONS) A7 PROPERTY OWNER RFI ANTENNA AND CABLE COLOR CODING DETAILS SPRINT REPRESENTAT1 ONE—LINE DIAGRAM & POWER PANEL SCHEDULE E2 MV AW&AOER E3 GROUNDING & ROUTING PLANS SIGNATURE BLOCK NETWORK VISION MMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY LATITUDE: 39.56197° (NAD 83) (PER PLAYBOOK) LONGITUDE: -107.317709° (NAD 83) (PER PLAYBOOK) GUYED -40' COLORADO MARKET AREA MAP N t VICINITY MAP i FROM INTERSECTION OF I-25 & I-70: DEPART 1-25 SOUTH. TAKE EXIT 214A AND MERGE ONTO 1-70 WEST. TAKE EXIT 116 AND TURN RIGHT ONTO CO -82 EAST. TURN LEFT ONTO WEST 6111 ST. TURN LEFT ONTO DEVEREUX RD. TURN RIGHT ONTO TWO RIVERS PLAZA ROAD, BOARD GONDOLA AND FOLLOW 70 SITE. DRIVING DIRECTIONS rSHEET DESCRIPTION T1 TITLE PAGE, VICINITY MAP AND GENERAL INFO. NT GENERAL NOTES N2 GENERAL NOTES Al OVERALL SITE PLAN Al EQUIPMENT PLANS A3 ELEVATION A4 ANTENNA PLANS to NOTES A5 EQUIPMENT DETAILS A6 EQUIPMENT DETAILS (INDOOR SPECIFICATIONS) A7 EQUIPMENT DETAILS RFI ANTENNA AND CABLE COLOR CODING DETAILS El ONE—LINE DIAGRAM & POWER PANEL SCHEDULE E2 DETAILS E3 GROUNDING & ROUTING PLANS E4 GROUNDING DETAILS E5 GROUNDING DETAILS SHEET INDEX APPLICANT: GENERAL DYNAMICS WIRELESS SERVICES 5600 S. QUEBEC ST SUITE 340C GREENWOOD VILLAGE, CO 80111 OFFICE: (303) 357-1337 ZONING: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: USE: PARCEL#: LEASE AREA: LEGAL: OWNER/LANDLORD: POW, INC, RURAL V U GARFIELD COUNTY UNMANNED WIRELESS 218503300034 165 SQ FT FACILITY SECTION: 3 TOWNSHIP: 6 RANGE: 89 SEC. 3 NWSW SEC. 4 LOT 10, ALSO A TR OF LAND CON 2.93 AC AS DESC IN BLA BK 1355 PG 822. PROJECT SUMMARY J A&E FIRM; ATECS, LLC 16360 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 CONTACT JEFF NOSEWORTHY PHONE: (303) 325-5606 WWW.ATECS.COM SITE ACQ. PROJECT MANAGER: ATECS, LLC 16360 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 CONTACT: CHARLIE AUGELLO PHONE: (720) 236-9199 WWW.ATECS.COM CONSTRUCTION MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 5600 S. QUEBEC ST, SUITE 340C GREENWOOD VILLAGE, CO 80111 CONTACT: ORY CONRAD PHONE: (303) 357-1320 ORY. CONRADEaGDIT. COM SITE ACQ. REGIONAL. MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 5600 5. QUEBEC ST., SUITE 340C GREENWOOD VILLAGE, CO 80111 CONTACT: TOM WALKER PHONE: (303) 357-1337 THOMAS.WALKERGIGDIT.COM MV MANAGER GENERAL DYNAM1CS WIRELESS SERVICES 5600 S. QUEBEC 57. SUITE 340C GREENWOOD VILLAGE, CO 80111 CONTACT: PRAT7 BRETHERS PHONE (303) 357-1337 PRATT.BRETHERSOGDITCOM RF ENGINEER SAMSUNG TELECOMMUNICATIONS AMERICA, LLG 5600 S. QUEBEC ST., SUITE 2056 GREENWOOD VILLAGE, CO 80111 CONTACT: RAM NANDIRAJU PHONE: (303) 815-6467 R. NANDI RAJ UOSTA. SAMSU NG. C OM TELCO POWER PROJECT TEAM Sprint' GENERAL DYNAMICS WIRELESS SERVICES A 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 0 2/4/13 PRELIM CONST AD REV. DATE REVISION OE$CRIPTION BY ISSUED FOR: CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.otecs.com ALL SCALES ARE SET FOR A SEE "D" 24'X38" SHEET PROJECT INFORMATION: NEPNORK VISION MMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY. AD CHECKED BY: JN APPROVED SY: KS SHEET TITLE: TITLE PAGE, VICINITY MAP & GENERAL INFO. SHEET NUMBER T1 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO ME REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPUCABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DLSCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING PATH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE J00 SITE AND SHALL FAMILIARIZE HIMSELF YATH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS MD DIMENSIONS AND CONFIRMING THAT THE LURK MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT 70 THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WALL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OLLUNE ONLY UNLESS OTHERWISE NOTED. ME WORK SHALL INCLUDE FURNISHLNG MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON INC DRAWINGS. 5. DIMENSIONS SHOWN ARE TO MASH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMEN51ONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MOOIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS. AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION N WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR HOENTIFIED BY INC CONTRACT DOCUMENTS & CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CCNSTRUCTIDN SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FCR CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE UKELY TO BE AFFECTED BY INC WORK UNOER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS TO CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH INC REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING IRS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT. ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 91111 MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT DIMING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING no. AND IMMEDIATELY REPNR ANY DAMAGE THAT OCCURS WRING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CCNDUIT RUNS. PIPE RUNS. ETC.. MUST BE CLEARLY LINDERSTOW THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO. OUT OR DAMAGED UNDER ANY CIRCUMSTANCES UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BEC1HED FOR BY APPROPRIATE METHODS ANO EQUIPMENT. 15. REPAIR AU. EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND N LIN ADJACENT SURFACES. 18. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WIN LLL LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE CF ALU DIRT. DEBRIS. AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING Ott THE PROPERTY OF THE OWNER SHALL SE REMOVED. LEAVE PREMISES IN CLEAN CONDI110N AND FREE FROM PAINT SPOTS. DUST, OR SMUDGES OF ANY NATURE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL IT1AS UNTIL. COMPLETION OF CONSTRUCTION. 15. MINIMUM SENO RADIUS CF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE 559150, WATER, GAS, ELECTRIC AND OTHER UTUTIES, 1111ICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WM THE EXECUTION CF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REWIRED WRING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL CIRDEUNES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED ONES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED UNES AND NOTES REPRESENT THE SCOPE OF WORK FCR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING. CONDITIONS THAT DEVIATE FROM DIE DRAWINGS PRLPOOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/0R WRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCNEDUUNG WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SNALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE 1N ACCORDANCE W/DRAWINGS AND ANY/AU. APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING EDAM THESE REQUIREMENTS. CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF ME PROBLEMS. AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL INC 'CONSTRUCTION MANAGER" HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRCAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAIA1UARIZE HIMSELF 'ATH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., UGHT FIXTURES, ETC., MAT ARE PART CF THE FINAL SYSTEM, SHALL BE VERIFIED BY INC CONTRACTOR, PRIOR TO THE SUBMITTAL CF HIS BID. FAILURE TO COMPLY 'ATH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WOW NECESSARY FOR A COMPLETE AND WORKING 51570.1. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE Y11111 THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES CF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISOICTICN AND SHALL INCLUDED BUT NOT BE WAITED TO A UL -- UNDERWRITERS LABORATORIES D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT R. NEC -- NATIONAL ELECTRICAL CODE E. IBC -- INTERNATIONAL BUILDING CODE hA,IUNN,. ,Lcl.ikK.AL MAhUi NtAuh[I, hyJV... f. hfrh -- hAIIVhA. ,IttL AAL] 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCIICN MANAGER' ANY SITES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE GIT. & CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND 1EST1NG. CONTRACTOR I5 TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO 111E WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM 'PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTUTY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG 512E RESTRICTIONS, CONDUIT ENTRY, 512E OF TRANSFORMERS, 5CHE0ULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF' THE CONSTRUCTION MANAGER. PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE 412 AWG, NOT INCLUDING CONTROL WIRING. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THIN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY YATH THREADED HUBS IN VET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED N PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, A5 REWIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A 0CENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHAD. BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. N.L. WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH 1145 PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A P96100 OF NOT LESS MAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 18. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE ME REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WHIN 48 HOURS. 17. ADEQUATE AND REQUIRED UABIUTY INSURANCE SHALL BE PROVIDED FOR PROTECTION AOANST PUBUC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT. CONDUCTORS. PULL WIRES, BOXES, COVER PLATES AND DEMES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FLM: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFI JNG AND COMPACTION. REFER TO NOTES AND REQUREMENTS. EXCAVATION. AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, 5WITC115S AND ALL 0111ER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING 0R PATCHING 05E1ED NECESSARY FOR ELECTRICAL WORK I5 THE ELECTRICAL CONTRACTORS RESPONSTBIUTY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION CF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE 23. INC ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPCNSIBIUTY OF 111E ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY -DUN, QUICK -MAKE AND QUICK -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WIN A PROTECTIVE COATING OF AN ANT -OXIDE COMPOUND SUCH AS 'N0 -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL NIRS SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS. SHALL BE TREATED -- NO SUBSTITUTIONS. 26. REACEWAY5 CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE ANO EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS RGS CONDUITS WIENN SPECIFIED. SHALL MEET UL -8 FOR GALVANIZED STEEL AU. FITTINGS SHALL BE SUITABLE FOR 115E WITH THREADED RIGID CONDUIT. COAT ALL THREADS MATH 'BRITS LNC OR 'GCLD CALV, 27. SUPPORT OF ALL ELECTRICAL WORK SHAU. BE AS RECU0ED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 989 CONDUCTIVITY COPPER WITH TYPE ARYAN INSULATION, 600 VOLT, COLOR CODED. USE SOLD CONDUCTORS FCR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR AARE ABOVE NO. 5 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TWE INSULATED TWIST -011 CONNECTORS FOR N0. 10 1*0 AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0. 8 *60 AND LARGER. 30. SERVICE 240/120V, SINGLE PHASE, 3 WRME CONNECTIONS AVAILABLE FROM UTRJTY COMPANY. OWNER 011 DINERS AGENT WALL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS NOCATED ON DRAWINGS 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SNARL PLACE TWIG LENGTHS CF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM'. 34. ALL BOLTS SHALL BE STAINLESS STEEL ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES W1M GOIT. 2. INC MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH 15 TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(5) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GRIT. 3. ALL COAX CABLES SHALL 01UZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. M1DDLE OF TOWER (MID-HEIGH OF ANTENNA). IF CABLE RUN IS OVER 200', . I,v�aJM v, .in1n, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBL CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL 8E COLOR CODED AS SHOWN ON SHEET RF -1 AND N ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. SANDING SHALL BE iN ACCORDANCE WITH SHEET A-4, RF -S AND A5 FOLLOWS A MAIN UNE COLOR BANDS SHALL BE 2' MOE. MAINTAIN I" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2' WIDE WN NO SPACE BETWEEN COLORS C. JUMPER COLOR BANDS SHALL BE 1" WDE W1TH 1" SPACE. D. START COLOR BANDS 2' BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHAD. BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. B. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE 9. ALL COAXIAL CABLE WILL BE SECURED 70 1H£ DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANED'ACNRES SPECIFICATIONS WHICHEVER IS LESS, WW1)! HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6' OF SLACK N THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTEa 1. VERIFY EACH HYBRID CABLE LENGTH. ROUTING, DIAMETER. COLOR CODING AND ALL APPURTENANCES WITH GOT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GOAT. CABLES CANNOT BE CUT TO FIT. 3, HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TCP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TCP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GRIT, CANNOT BE COILED, MUST BE SECURED TO TOM MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN 011 SHEET RF -1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS 8. BANDING SHALL BE IN ACCORDANCE YOUTH SHEET A-4, RF -1. A. MAIN UNE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1' WIDE NFT* 1' SPACE. 0. START COLOR BANDS 2' BEFORE MAIN CABLE END. 7. FINAL 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 001T. 8. ALL HYBRID CABLE W1. BE SECURED TO DM DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' V(RTCALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS 544INEVER IS LESS, WITH HARDWARE SPECIFIED IN THE NYBRi0 CABLE ROUTING DETAILS OF THE SUPPUED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY UNES OR LEASE ONES, UNLESS OTHERWISE NOTED. 2. DD NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE O ANY UNDERGROUND UTUTIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED CN AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENCNEER AT COMPLETION OF PROJECT. 4. ALL EXISTING WRITES. FACILITES, CONDITIONS AND THBR DIMENSIONS SHOW ON PLANS HAVE ECM PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND 0544(0 ASSUME NOT RESPONSIBILITY WA150EVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF AUL EXISTING UTILITIES AND FACILITES PRICK TO START OF CONSTRUCTION. CONTRACTOR SHAM ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING COSTING UTIUIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTUTIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO INC INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION. AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WEL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE 6. CONTRACTOR SHALL CAIN_ LOCAL OGLER HOT UNE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UITUTY STRUCTURES ON SITE AND IN AREAS 70 BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS N SLOPE AND I5 TO FEATHER INTO EXISTING GRADES AT ME GRADING LIMITS. 0. ALL 1EMPCRARY EXCAVATIONS FOR THE INSTALLATION CF FOUNDATIONS, UTKJ1ES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILES SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 959 OF RA)OMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPR0VE0 CLEAN OIL ANO COMPACTED TO 959 OF STANDARD PROCTOR DENSITY. 42. ALL FILL SHALL BE PLACED EN UNIFORM UFTS. THE UFTS THICKNESS SHOULD NOT EXCEED THAT 54111CH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED CN EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO INC EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH. WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFIUCT WITH ME IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL. CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPAY. AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. Sprint°) GENERAL DYNAMICS WIRELESS SERVICES 0 A 0 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 2/4/13 PREUM CONST AD REV. DATE REVISION DESORPTION BY ISSUED FOR CONSTRUCTION @Ea 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atees.eom ALL SCALES ARE SET FDR A 912E'LI"24'X36' SHEET PROJECT INFORMATION: NETWORK VISION MMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN 8Y'. AD CHECKED 8Y. JN APPROVED BY: KS SHEET TITLE': GENERAL NOTES SHEET NUMBER: NI FOUNDATION. EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL SE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED YMEN REQUIRED. COMPACTION Of SOBS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH. TIE UNSATISFACTORY SOIL STALL BE EXCAVATED TO ITS FULL DEPTH AND FITTER BE REPLACED WEN MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TWE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABEIZE THE BOTTOM OF THE EXCAVATION, ANY STONE SUB BASE MATERIAL, IF USEO, STALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK LUNG. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLOOS OR LARGE STONES OVER 2 1/2' MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH UFT SHALL BE WETTED 1f REQUIRED AND COMPACTED TO NOT LESS THAN 95X OF THE 8009100 PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM 01557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FWNC. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE ANO PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM 111E CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS PROVIDE SURFACE FILL GRAVED. TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. & NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE TYPAR-3401 AS MANUFACTURED BY 'CONSTRUCTION MATERIAL 1-800--239-3841' OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE 0EOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO IWTHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER 15 GREATER. AU. FABRIC SHALL BE COVERED WITH A MINIMUM OF 4' DEEP COMPACTED STO11E OR GRAVEL AS SPEdFlED.I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL" DEBRA WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP CR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL 70 4 HORIZONTAL SUCH THAT FILL MATERIAL WEU_ BRIO 91111 EXISTING/PREPARED SOIL SURFACE 10, WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MDSTURE-CCNDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR 70 PLACEMENT OF FILLS. 11. IN AREAS NHICH 065TING GRAVEL SURFACING IS REMOVED OR DISTURBED MIRING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. AU. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED 911H THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE IIELIOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDEO TO PROVIDE A FUEL DEPTH COMPACTED SURFACE THROUGHOUT SITE 13. GRAVEL SUB SURFACE SIIALL BE PREPARED TO REQUIRED COMPACTION AND 5U8 GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED, ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN 1140 SUB GRADE SHALL BE FILLED AND COMPACTED MATH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL. NOT BE USED FOR LUNG DEPRESSORS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WLL OPERATE. 15. DAMAGE TO EXISTUNG STRUCTURES AND/OR UTIUTIES RESULTING PROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO TIE CONTRACT. 1& ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE 810. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF CFF SITE AT LOCATIONS APPROVED BY GOVERNING ACMES AT NO ADDITIONAL COST TO 7HE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE W'M ISSUED PERMITS. THE CONTRACTOR SHALT. BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR. AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAN1ENANCE OF EROSION AND SEDIMENTATION CONTROLS WRING CONSTRUCTION FOR 660100TLCN OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION 4 RELEASE OF 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE 80950605 %ERN THE LISTS OF STE DISTURBANCE PRIOR TO CONSTRUCTION. 4. 140 SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTRCWNG EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FCR MAINTAINING POSITIVE DRAINAGE ON THE STE AT ALL TINES'MTH SILT AND 0609011 CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WI BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DALY INSPECTIONS AND ANY REPAIR$ OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY A5 PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACTURES SHALL BE REMOVED. B. SEEDING SAND MULCHING AND/OR SODDING OF 1110 SITE WLL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER CCMPLE110N OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES A5 REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES STRAW BALE SEDIMENT BARRIERS, AND CHECK 0449. 10. RIP RAP OF SITES INDICATED SHALT CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE. THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC NATTER, OL ALKALI, OR OTHER 001016RIOU5 SUBSTANCES STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE DISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW W -SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36. 36 KSI 1155 SECTORS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM AS3-0, 35 K51 2. AU. EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE NOT DIPPED GALVANIZED, 3. ALL WEEDING SHALL BE PERFORMED USING 070XX ELECTRODES AND WELDING STALL CONFORM TO MSC. WHERE FILLET WELD SIZES ARE NOT SHOWN. PRO1OE THE MINIMUM 512E PER TABLE J2.4 IN THE MSC "MANUAL OF STEEL CONSTRUCTION'. PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STURCU1RAL CONNECTIONS FOR STEEL GRATING MAY L150 5/S'0 ASTM A 307 BOLTS UNLESS NOTED m4E810E.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PANT, CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UMTS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90. GRADE N-1, (F'M+1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE 'S' (MINIMUM 1,800 PSI AT 28 DAYS). 3, GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNOIH OF 3,000 P5 AT 28 DAYS 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS ANO ALL CELLS NN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE 501)0 GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SMALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BONO BEAN BLOCK SHALL BE 'DEEP WT' UNITS. B. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WTIM A MECHANICAL VIBRATOR. 10. CEMENT SHALL 8E AS SPECIFIED FOR CONCRETE, 11. REINFORCING BARS - SEE NOTES UNDQR 'STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS 13, LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT 15 4 FEET. 14, HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AMD SECTION 2104.5.1 OF U.6 0. 15. ALL CfiL5 W CONCRETE BLOCKS SHALL BE FILLED 5000 WITH GROUT. EXCEPT A5 NOTEED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALM WITH CORES CONTAINING REINFORCNIG 5TEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS. LAYING PATTER AND JOINT TYPE. 1& SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI CR ORGANIC MATERIAL- la ATERIAL19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE MATH THE A0 301-05. Ad 318-05 ANO THE SPECFICA1ON FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAW A MINIMUM COMPRESSIVE STRENGTH 1c-3,000 PSI AT 29 DAYS UNLESS NOTED OTHERWISE, 3. REINFORCING STEEL SHALL. CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED 01HERW50. WEEDED WIRE FABRIC SHALL CONFORM TO ASTM A 165 WELDED STEEL WIRE FABRIC UNLESS NOTED OTRERVASE. SPLICES CLASS 'B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OIf4ERWSE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OT'HERWSE ON DRAWINGS: CONCRETE CA57 AGA9151 EARTH 3 18. CONCRETE EXPOSED TO EARTH OR WEAINER: #6 AND LARGER.. 2 IN. /5 AND SMALLER & WW'........._....l 1/2 IN. CONCRETE NOT EXPOSED TO EARTH CR WEATHER OR NOT CAST AGAINST THE GROUND: 51.AS AND WALL. 3/4 IN. BEAMS AND COLUMNS 11/2 IN. 5. A 3/4" CHAMFER S119/1 BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.8,0.IN ACCORDANCE WTI Ad 301 SECTION 4.2.4 8. HOLES TO RECEIVE EXPANSION/11E0GE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT. DOWEL OR RAN) AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR A5 SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EX151IN0 REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE 0(PANSION/1FEDOE ANCHOR, SHALL BE PER ICE0 & MANUFACTURER'S WRITTEN REWARMED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS 1011 WIRELESS SITES 1.0 WEATHERPROOFING CONNECTORS AND GROUND KITS: 4. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. 11115 INSTALLATION MUST 8E DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION 19 PROVIDED, WEATHERPROOFING MUST BE DONE PER THE F1LDWNG INSTRUCTIONS. 26 BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES IDE, 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY TIE 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 910114 OVERLAPP1NG EACH ROW SY APPROXIMATELY 1/2 INCH. THESE LAYERS OF /APE MUST BE WRAPPED TONT DICTUM SO THAT NO V0105 OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE IICN PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE H EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PRONOIE WATER RUNOFF. STV 2: WRAP CONNECTOR/GROUND KI7 WITH ONE LAYER OP BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN 0000 CONTACT W11H THE UNDERLYING CABLE ON CONNECTORS, WHEN WEATHERPROOFING FROM 1HE MAIN UNE TO THE JUMPER, BIND UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A 51100TH TRANSITION FREE OF VOIDS AND MR PACKETS DOWN TO 111E SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND K17 YAM TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL SE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD 0RECTION CREATING A SHINGLED EFFECT WITH THE TAP0 SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTENT) TWO INCHES (THE TAPE 81016) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR MR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT 8E PULLED 013 STRETCHED. ALL TAPE SHALL BE CUT NTH A SHARP KNIFE OR missals, Sprint' GENERAL DYNAMICS WIRELESS SERVICES A A A 4/24/13 FINAL CONST AD I" 3/18/13 100X CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atecs.com ALL SCALES ARE SET FORA SIZE "D" 247(36" SHEET PROJECT INFORMATION'. NETWORK VISION MMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY: AD CHECKED BY; JN APPROVEDSY: KS SHEET TITLE: GENERAL NOTES SHEET NUMBER; N2 EX. SHED (BY OTHERS) • EX. DISH ANTENNA (BY OTHERS) EX. VERIZON EQUIPMENT SHELTER EX. GUY TOWER EX. GENERATOR EX. SPRINT EQUIPMENT SHELTER NOTE: CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS AND SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION. EX. SPRINT UNDERGROUND COAX RUN (NOT VISIBLE) EX. GUY TOWER W/NEW SPRINT ANTENNAS (SEE SHEET A4) NEW SPRINT NV ANTENNA (SEE SHEET A4) EX. SHED (BY OTHERS) NEW SPRINT HYBRIFLEX CABLE TO FOLLOW EX. COAX ROUTE TYP. EX. SPRINT METER EX. ACCESS ROAD EX. METERS TYP. 4 4' 0 B' 16' 24' SCALE 1/8'.1'.-0- 1 OVERALL SITE PLAN SLAL L: 118"=1 {I" Sprint) 41010 GENERAL DYNAMICS WIRELESS SERVICES A 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 2/4/13 PREUM CONST AD REV. DATE REVISION bE&CRIPTION DY ISSUED FOR: CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atecs.com ALL SCALES ARE SET FOR A SIZE`O' 247536' SHEET PROJECT INFORMATION: NETWORK ViSION LAMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY. AD CHECKED BY: JN APPROVEO BY: KS SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: Al EX. SPRINT TELCO BOARD EX. SPRINT 200A .PPC EX. SPRINT BATTERY RACK EX. WALL MOUNTED MW EQUIPMENT EX. IDEN RACKS EX. SPRINT MODCELL CABINET EX. HVAC EX. SPRINT COAX IIt11111► 4114 EX. HVAC NEW SPRINT HYDRIFLEX CABLE EX. SPRINT TELCO BOARD EX. SPRINT 200A PPC EX. SPRINT BATTERY RACK (TO BE REMOVED) NEW SPRINT MMBS RACK NEW SPRINT BBU RACK EX. IDEN RACKS EX. SPRINT MODCELL CABINET (TO BE REMOVED) EX. HVAC EX. SPRINT COAX (TO BE REMOVED) EX. HVAC 1 I EXISTING EQUIPMENT PLAN 2 INTERIM EQUIPMENT PLAN SCALE; 318"=1'-0" SCALE: 3!8"=1'-0" EX. SPRINT TELCO BOARD .1'1111110. EX. SPRINT 200A PPC fr� 1 11� NEW SPRINT MMBS RACK NEW SPRINT BBU RACK EX. IDEN RACKS EX. HVAC NEW SPRINT HYBRIFLEX CABLE EX. HVAC 3 FINAL EQUIPMENT PLAN SCALE: 318"=1•0" NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. 1' 0 1' 2' 3' 4' 8' SCALE: 3/8'-1'_D' Sprint)'' GENERAL DYNAMICS WIRELESS SERVICES L 0 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.otecs.com ALL SCALES ARE SET FOR A SIZE `D' 2CX36' SHEET PROJECT INFORMATION: NETWORK VISION MMES LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY: AD CHECKED BY: JN APPROVED BY: KS SHEET riTLE: EQUIPMENT PLANS SHEET NUMBER T.O. TOWER Sprint') tgliiii. ELEV. 35'-0" C.L. ANTENNAS — 1 ELEV. 32'-0" GENERAL DYNAMICS WIRELESS SERVICES I A OBTAIN PASSING STRUCTURAL ANALYSIS PRIOR TO PLACING ANY EQUIPMENT ON TOWER Q NEW SPRINT NV ANTENNA (SEE SHEET A4) C.L. GAMMA ANTENNA , EX. OMNI AENNA TYP.2/4/13 EX. SHELTER W/EX. AND NEW SPRINT EQUIPMENT i j i i i NEW SPRINT ANTENNAS (SEE SHEET A4) NEW SPRINT HYBRIFLEX CABLE TO FOLLOW EX. SPRINT COAX ROUTE Q © 4/24/13 FINAL CONST AD iQ 3/18/13 100% CONST AD PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR CONSTRUCTION 18380 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atecs.como ELEV. 15'-0" EX. GUY TOWER w�.�OPUOI I- ; Qti....4 JAMF.5� F• o :' , 3461 I x L 0 PR 4i3,: ALL SCALES ARE SET FOR A52E"D"24x3+'SHEET L161 1 0 11 9 `— GRADE ELEV. 0'-0" 1 /\/\/777.1\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/\/\\\\/\\\/\ / //\//\j /\ //\ //\\// l \\/\\ \\\ \ //\/\/\/ / / /\/\/\/\/\/\ ` ////\//\//\//\//\// \/\//\//\//\//\/\ \ \ \ \ \ \/\ \ \ / , / / / / / /\ //////////// // / \ j%�i /\%\%\ j\\\�\ \7\\ j\ \• \• \j• \/ \\\\\\\\\\ / // • / / •/ / / / / / // \/ \ %//// //\\//%\/ \ \ \ \ \ \\ \\ \ \� \ \\ \ \ �,/,/::.‘ ` \ \ \ \ / \ \\\/�/ \\ \///\\ \/\ \\\ \ \\\ \\\ \\\ \ \\\�� \//\ //\\\A A A PROJECT INFORMATION: NETWORK VISION MMES LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFiELD COUNTY DAU RAWN BY: JNCKED BY: APPROVED 8Y: SHEET 71TLE. ELEVATIONS SHEET NUMBERA3: 1 SOUTHWEST INTERIM ELEVATION SCALE: 114"=1'-0" EX. SPRINT OMNI TYP. X3 EX. GUY TOWER •\A ANTENNA EX. SPRINT DUAL CDMA ANTENNA EX. SPRINT OMNI ANTENNA TYP. X3 • EX. GUY TOWER NEW SPRINT RRU'S TYP. (2) PER SECTOR NEW SPRINT HYBRIFLEX CABLE TYP. NEW SPRINT NV/CDMA ANTENNA % �._ Sprint). GENERAL DYNAMICS WIRELESS SERVICES EX. SPRINT COAX TYP. �' - °I� . • EX. SPRINT COAX (TO BE REMOVED) �, % N • ' S f17' �Cto tI75 SECT 4 , Q EX. OMNI ANTENNA , .•i EX. OMNI ANTENNA .G �ti• •GM �, 0� SE ,� (5.) ���uiHi EX. SPRINT DUAL CDMA ANTENNA Q 4/24/13 FINAL CONST AD Sf.CTO NEW SPRINT NV/COMA ANTENNA 1255 ____99-----1:70-0 — 5� •It C(ti1A ,/ 3/18/13 100% CONST AD oro • OQ 2/4/13 PRELIM CONST AD EX. SPRINT DUAL COMA W ANTENNA hNEW rn EX. SPRINT CDMA GPS ANTENNA w `, v SPRINT NV/CDMA ry ANTENNA DDATE z rn •-. REV. REVIS{ON DESCRIPTION BY ISSUED FOR CONSTRUCTION EX. SPRINT CDMA GPS ANTENNA (TO BE REMOVED) NEW SPRINT NV GPS ANTENNA STRUCTURAL ANALYSIS OF ANTENNA MOUNTS TO BE COMPLETED AT A LATER DATE. ANTENNAS SHALL NOT BE INSTALLED WITHOUT A PASSING MOUNT ANALYSIS OR DESIGN. ALL SECTORS: CONNECT EXISTING LEGACY TO PORT # 2 OF THE NV ANTENNA 16360 Table Mountain Parkway Golden. CO 80403 P:303-281-8600 www.atecs.com 1 1 EXISTING ANTENNA PLAN 2 INTERIM ANTENNA PLAN SCALE: 3116"=1'-0" SCALE: 3116"=1'-0" EX. SPRINT OMNI ANTENNA TYP. X3 • EX. GUY TOWER SPRINT RRU'S TYP. (2) PER SECTOR SPRINT HYBRIFLEX CABLE TYP. SPRINT NV ANTENNA • \ 800/1900 EQUIPMENT ����r�\�� r` ��Gip. ,�� ��D.••••.•�`� ••�>LR JAtijF F s% G `I `c...., ..k. # • LIE.... 3461 i a '►, j :� ! 1 -0 - APR AI �'• , 111 pO •.. : (Cil I� •• .'�` \` I 86, thrAt .,,\`�� N..I`1.+L AL1, SCALES ARE SET FOR A SIZED" VEX36" SHEET RRU HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE'JUMPER DIAMETER SfZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA RRH-C2A & RRH-P4(1)800MHz & (1)1900MHz 180' 1.08' 1/2' 6' 9.8' COMMSCOPE IRET AI5GN.1 BETA RRH-C2A & RRH-P4/1)600MHz & (1)1900MHz 180' 1.06' 1/2' 6' 9.8' COMMSCOPE 1RET AISGr1.1 GAMMA RRH-02A &RRH-P r1}800MHz & (1}1900MHx I�,� 55' 0.9$' 1/2' 6' 9.8' COMMSCOPE IRET AISCVI.1 ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR, ANTENNA- MODEL ANTENNA QUANTITY AZIMUTH RAD CTR. ANT. SIZE 'ELECT TILrMECH 800/1900 TILT 800/1900 ALPHA 800/1900 MHz KMW ET-X-T'S-70-15-82-18-IR-RC 1 (PER SECTOR) 115' 32'-0' 73.8'%11.8"X5.9' -6%-4' -10 %-10' BETA 800/1900 MHz KMW - - £T X-TU-42-15 3718-IR SF 1 (PER SECTOR) 190' - 32 0- 48'X1B.1'X7,Y -6'/ 6' 1 % 1' . GAMMA 800/1900 MHz KMW ET-X-TS-70-15-62-18-IR-RC1 (PER SECTOR)' 255' 15'-0' 73.8"X11.6'%5.9' -8'/-8' 0'/O' b NOTE: NOTES: E'C 7S• '� EX. VERIZON OMNI ANTENNA J _' Y' '► t� STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD ANTENNAS NEW RRHs, & NEW CABINETS TEMPORARY PLATFORM. CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE NOTE: ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. IS CAPABLE OF' SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MOUNTED ON THE PIPE BEHIND THE ANTENNA MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. 2.5' 0 5' 10' 15' SCALE3/1s'-r-oA4 PROJECT INFORMATION NETWORK VZION NUBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENW00D SPRINGS, CO 81601 GARFIELD COUNTY +G" 1 SE-[0R ZHi A1RAU SPRINT NV ANTENNA (Z 5 -. • ct S • SPRINT NV ANTENNA ca -, in. z.. likk SPRINT NV GPS ANTENNA) DRAWN BY AD CHECKED BY: JN APPROVED EY. KS SHEET TITLE: ANTS NOTES NS A SHEET NuMsER: 3 FINAL ANTENNA PLAN SCALE: 3116"=1'-0" S66M BLOCK FOR UDA GPS SURGE ARRESTOR l� "` �� r 1 , GPS-TMR-HR-26NCM UNIT GPS-TMG-LMNT MINIMUM INF ANY OR GPS OBSTRUCTIONS ANTENNA MOUNT DIRECTION MUST ATTACHED TO 1"0 PIPE 1" DIA (SCH 40) IN fill STAINLESS STEEL OF GALV PIPE BE BELOW 15' Sprint*> �� ��., ••••• • NOTES 1. THE GPS ANTENNA PIPE. THE PIPE (MIN. OF 18", 8'-0" PERPENDICULAR 2. IT IS CRITICAL THAT THE ANTENNA 1S 3. DO NOT SWEEP 4. ATTACH GPS MOUNTING MOUNTED A MIN. MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1"p, SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF WITHIN 2' OF LEVEL. TEST GPS ANTENNA PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE OF 2'-0" ABOVE MMBS-BBU CABINET. MUDROOM COMSEAL -MARKER: ROXTEC -P/N:COMSEAL 16/16 1111 S1 a 111 SII# III "1=[lli i ii - . BATTERY �j1 BATTERY !0 RRH GAMMA AC/GROUND RRH BETA PORT LAYOUT DETAIL RRH ALPHA GENERAL DYNAMICS WIRELESS SERVICESL -� ENLARGED TO SHOW NOTES UDA OR BH CABLE Q _ GPS CABLE MUDROOM DETAIL ENLARGED TO SHOW NOTES Q p 2 GPS UNIT PIPE MOUNT & REQUIREMENTS 0 NEW CABINET ° NEW CABINET i © 4/24/13 FINAL CONST AD SCALE: NTS Qj 3/18/13 100% CONST AD PER RRU A 2/4/13 PRELIM CONST AD 2" LB HOUSING INTO MUDROOM 2 3/8" OD MOUNTING PIPE NEW SAMSUNG • • HNOLOGY REQUIREMENTS C o MUDROOM ] D o 0 2" HEAVY WALL COUPLING 2" SEAL TITE STRAIGHT CONNECTOR 2" SEAL TITS FLEXIBLE CONDUIT TO NEW ° o `� ° REV. REAS ON DESCRIPTION 8Y ISSUED FOR CONSTRUCTION , , 1, , MOUNTING REQUIREM ENTS J » -� BRACKET AND IIIA. HARDWARE• I I JJ NEW SAMSUNG AND�HAROWARE BRACKET 16360 Table Mountain Porkway Golden, CO 80403 P:303-281-8800 www.atecs.com o ti i EQUIPMENT .� ° ������ 2" SEAL TITS STRAIGHT CONNECTOR a w aa �� g y = S CO� =CC = p = cii w a ■ !]@ECS ill0 2" LIQUID TIGHT CONDUIT FOR HYBRID CABLE P/N #8436 A o o EQUIPMENT PAD 2" HEAVY WALL CONDUIT COUPLING w EQUIPMENT PAD '.•;—; it_T_41 REAR VIEW 2" SCH 80 PVC FROM TELCO BOX INTO MUDROOM 2" HEAVY WALL CONDUIT SIDE VIEWPi TOP VIEW LEFT • SIDE 2 3/8" OD 2 3/8" OD MOUNTING PIPE MOUNTING PIPE VEW FRONT VIEW r ALL SCALER ������\\ r —, p REGIS r % 1� :.' V. r i ;• 34610 �“� It . •"..eip i M�O(r •" °• ��� 1 s /1 ��ry 41 A�- ARE SET FORA 5125'+0" 24'X36' SHEET 1 HYBRID AND TELCO LINE SUPPORT DETAILS 3 RRU POLE INSTALLATION DETAIL SCALE: NTS SCALE: NTS RECTIFIER RF- NTENNA 13.75' 9" 15.75" WER (048 POLE .�iiiii '~ ' V} ' iC'� �' �� POLE MOUNTING BRACKET PLANE WASHER I - a,�����1 / / 5) CPRI CABLE URDU 6) RET CABLE �• aO N I 111 k�..._ �� Fm , RET � k,,, �'11�;' OPTIC ` M12 SPRING WASHER �I�M E..� _�Ii� ANT 0 / ' """' TOP VIEW 15.75' ANT 1 BOTTOM VIEW GROUND ��o�M12 ` HEX NUT O !� D NOTE: PRo.15cT INFORMATION_ NET440Rx VISVON MM68 LAUNCH POW DN72XC564 2 IRON MOUNTAIN SPRINGS, CO 81601 COUNTY_-—C2A _� FOR WALL MOUNTING �.�,� 4) ROWER CABLE �U�� FGND� w PLEASE REFER TO MMES u INFORMATIONAL SPECIFICATION Rif -14 MOUNTING TABS (TYP 74 16 •MAY 2012 FOR GD.PPTXGLENWOOD '-'' e ((�' I; �� ij1( III I+ Iti�j1 Ir'%M8SPRING1sH55rraiE: �k'�(GROUND RRHGARFIELD MB xB25LAD WASHEREQUIPMENT[ DRAY 4BY: CHECKEDBYI JNKS APPROVEOBY: 3) RRH-P4 GROUND U� II 7) RF CABLE FRONT VIEWSIDE 13.75"riNi'' VIEW CABLEFEEDER LINE GROUND CABLE KIT/7/8 IN FEEDEROPTIC PORTI�II� Lill hili` Ikli, �:I I M8 PLANE `WASHERDETAIL®.®.o. UNE OR nuIIIIIIIANTENNA PORTS MCB MORE)TGB 1) MOB GROUND CABLE2) TGB GROUND CABLE C.,;-.I iNToANTI AHM ANTSPOWER PORT I II RRH--C2A 1 • _ FRONT VIEW SIDE VIEW ! I� II,� MOUNTING 1 BRACKET TOP SLOT f _ TGB AND GROUND KIT ARE USED IN CASE i_ OF THE 7/8 IN. FEEDER LINE OR MORE I;;;Q�o:ullgjIII BOTTOM VIEW RET PORT GROUND SHEET NUMBER: A5 4 SAMSUNG MMBS WIRING DIAGRAM 5 1900 MHz RRH.P4 MECHANICAL SPECIFICATIONS 6 1800 MHz RRH-C2A SCALE: NTS 7 800 MHz RRH 2ND GEN POLE MOUNT SCALE: NTS SCALE: NTS SCALE: NTS 6I pp" 'MIN. 3V" MAX. PRtOp0SEt7 DA1.i atY RACK: .�=.2L4' PROPOSIO MHOS RACK. " N • FRONT VIEW SIDE VIEW: 2'-8" i TOP VIEW 1 TYPICAL EQUIPMENT FLOOR PLAN 2 INDOOR RACKS SCALE: NTS SCALE: NTS HEX:FI'AD- stoPeING FLOCREAR ,VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW 3 MMBS MECHANICAL SPECIFICATIONS 4 (BATTERY RACK SCALE:NTS 5CAL:N1S Sprint)? GENERAL DYNAMICS WIRELESS SERVICES 0 A A 4/24/13 FINAL CONST AD A 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR. CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atecs.com ALL SCALES ARE SET FOR A SIZE'S' ZEK36' SHEET PROJECT INFORMATION: NETW RK VISION MM BS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY: AD CHECKED BY: JN APPROVED BY: 1($ SHEET TITLE. EQUIPENT DETAILS INDOOR SPECIFICATIONS) A6 J I PLAN FRONT SIDE MANUF.: MODEL: LENGTH WIDTH: DEPTH: WEIGHT: AREA: KMW ET -X -T S -70-1562-18-I R -R D 73-8" 11.8" 5.8" 41.0 lbs 6.0 SF 0 PLAN FRONT SIDE MANUF.: MODEL: LENGTH WIDTH: DEPTH: WEIGHT: AREA: KMW E T -X -T U -42-15-37-18-I R -S P 48.0" 18.1" 7.1" 50.0 lbs 6.0 SF ANTENNA SPECIFICATIONS - 800/1900 MHz 2 'ANTENNA SPECIFICATIONS - 800/1900 MHz 3 I NOT USED 4 NOT USED SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS F2'—O" WIDE "GRIP STRUT PLANK" 2'-0" (COOPER B—LINE I P/N #H-53010) 1/2'0 BOLT (TYP) (TYP)1/4 2'—O" MAX OVERHANG 10"-0" MAX 2"—O" NIDE "GRIP STRUT" (VALMONT OR EQUIVALENT) L4x4x1/4 PLAN (2) 1/2"0 x 3-1/2" C/C U—BOLTS L4x4x1/4 (TYP) (2) 1/2" 0 x 3-1/2" C/C U—BOLTS 3-1/2"0 SCH 80 PIPE CONNECTION DETAIL DRILLER PIER FOUNDATION WITH (4) #5 BARS & #3 TIES 0 12 0 DETERMINE NOTES: 1. NEW ANTENNA TO BE MOUNTED TO 2-3/8"0 OD (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. 2. PROVIDE CROSSOVER PLATE KIT BY SITE PRO 1 OR APPROVED EQUAL, SIZE AS REQUIRED. 3. ANTENNA AND RRU CABLING TO BE CONNECTED PER RF DATA SHEET, PROVIDED BY RF ENGINEER. CLAMP (SHALL BE SOFT) SHALL SOLIDLY BIND TERMINATION CLOSURE TWO POINTS SHALL BE FDD BEFORE RRU COHNECTIOH CLOSURE AND ROLLED CABLE SHALL BE PLACED HOT TO TOUCH 111TH TONER STRUCTURES OR OTHER MATERALS. BENDING RADIUS OF ROLLED CABLE SHALL 8E LARGER THAN REQURENDITS OF SPECIFIC PRODUCT. CLAMP DETAIL 1 5 ICE BRIDGE DETAIL SCALE: NTS w SEE TABLE 4 . 4 EQUIPMENT CABINET HILTI XWIK BOLT—TZ USE S.S. KB—TZ FOR OUTDOOR APPLICATION EXISTING CONCRETE PAD 6 4 , • ANCHOR SCHEDULE BOLT DIA HOLE DIA 'E' EMBEDMENT 3/B' 3/8' 2" 1/2" 1/2" 3" 5/8" 5 3 1/8' 3/4' 3/4' 3 3/4' NOTES: 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X—RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (HILT1 KWIK BOLT—TZ PER ESR -1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. i NEN 2-3/8' OD ANMENN# , MOUNTING PIPE NEW SST TONER STANDOFF ANDREW TYPE SST -34 COAX BLOCK SUPPORT TO ANTENNA MOUNT PIPE OR MOUNT MTH BLOCKS NEW RET CABLE NEW JUMPER CABLE / _v NEW MOUNTING HARDWARE ANTENNA MOUNTING PIPE (SEE NOTE 1) NEW PANEL ANTENNA NEW PIPE MOUNT HARDWARE. CONTRACTOR SHALL USE ADEQUATE HARDWARE THAT FITS WITH AN EXISTING FRAME. EXISTING ANTENNA FRAME NEW CROSSOVER PLATE KIT (SEE NOTE 2) NEW STAINLESS STEEL HANGER NEW JUMPER (TTP) NEW HYBRID FREQUENCY CABLE NEW HYBRID BREAKOUT UNIT. CONTRACTOR SHALL MOUNT WITH ADEQUATE HARDWARE TO EXISTING FRAME. (TYP OF 1 PER SECTOR) NEW 4" STAINLESS STEEL CLAMP, ANDREW PART #31670-3 OR AN APPROVED EQUAL (TTP OF 2 PER BREAKOUT UNIT) NEW RRU MOUNTING HARDWARE NEW HYBRID FANOUT CABLE FROM NEW RF CABINET (TYP OF 1 PER SECTOR) SUPPORT BY HOISTING GRIP EVERY 200' SUPPORT HYBRID CABLE WITHIN 12" OF BREAKOUT UNIT 5 'CABINET ANCHOR DETAIL SCALE: NTS 7 [TYPICAL BOOM & STANDOFF DETAIL 1900 ANTENNA DETAIL SCALE: NTS 8 I NOT USED SCALE: NTS Sprinf) GENERAL DYNAMICS WIRELESS SERVICES 0 L A 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR: CONSTRUCTION 16360 Table Mountoin Parkway Golden, CO 80403 P:303-281-8800 www.atecs.com ALL SCALES ARE SET FOR A SIZE TD" 34"x36' SHEET PROJECT INFORMATION, NETWORK VISION MMDS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY CRAM BY: AD CHECKED BY. JN APPROVED BY: KS SHEET TA -LB - EQUIPMENT DETAILS SHEET NUMBER: 1 L A7 S p ri n t TYPO HYBRID CABLE CO`OR CODE SECTOR FIRST RING SECOND RING THIRD RING SUPPLIER SAMSUNG FIBEROPT1CS ASIA TAI TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE B TYPE 7 A GREEN NO TAPE NO TAPE LENGTH TOTAL WEIGHT WEIGHT/LF TOTAL WEIGHT WEIGHT/LF 8 GREEN GREEN NO TAPE TYPE (FT) (KG) (LBS) (KG) (LBS) (KG) (LBS) (KG) (Las) TOTAL LENGTH X114'-9,95" .180'-5.35" .213'-3.05" X262'-5.60" ,-328'--1" ,-420"-0" «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 3 PAIR AWG 8 1 PAIR. AWG 10 3 PAIR AWG 6 1 PAIR, AWG 8 1 PAIR. AWG 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 6 3 PAIR AWG 2 1 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 CABLE CONFIGURATION 12 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" 1.1871,25" 1.25" 1.56' 1.69" 105 30 66 0,3 0.6 29 65 0.3 0.7 BENDING RADIUS 12.99" 17.71" FREQUENCY COLOR CODE FIRST RING SECOND RING 120 34 75 0.3 0.6 33 73 0.3 0.7 11.81" 15.35" 17.71" 16.00"/30.00" 21.00735.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE 800 MHz GREEN TYPE 2 135 38 85 0.3 0.6 46 101 0.3 0,7 NF1 YELLOW DU 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 1900 MHz #1 YELLOW RED 150 43 94 0.3 0.6 51 112 0.3 0.7 CABINET (POWER CABLE 1900 MHz X12 YELLOW BROWN 165 47 104 0.3 0.6 55 122 0.3 0.7 TERMINAL MAX GENERAL DYNAMICS WIRELESS SERVICES 1900 MHz #3 YELLOW BLUE 180 69 151 0.4 0.5 72 160 0.3 0.7 SIZE AWG 4) 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 800 MHz YELLOW ORANGE 210 80 177 0.4 0.8 85 167 0.3 0.7 CABLE SPEC AWG 1Q, 0.45" 0.48" f2 RESERVED YELLOW WHITE 1- 225 89 196 0.4 0.9 102 224 0,3 0.7 NON USE POWER AND OPTIC CABLE'AND 2 PAIR POWER OPTIC CABLEAND 2 PAIR POWER OPTIC CABLEAND 2 PAIR POWER OPTIC CABLEAND 2 PAIR POWER OPTIC CABLE 2 PAIR POWER ANO OPTIC CABLAAND 2 PAIR POWER OPTIC CABLE A MICROWAVE YELLOW PURPLE TYPE 4 240 95 209 0.4 0.9 109 239 0.3 0.7 PROTECTION WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE Q TYPICAL JUMPER CABLE COLOR CODE 255 101 222 0.4 0.9 115 254 0.3 0.7 CABLE 270 133 293 0.5 1.1 122 270 0.3 0.7 SUPPLIER TESSCO Q FREQUENCY ANTENNA PORT RRU PORT COLOR 285 141 310 0.5 1.1 152 335 0.3 0.7 LENGTH TOTAL WEIGHT © 4/24/13 FINAL CONST AD RET ' N/A TYPE 5 300 148 326 _ 0.5 1.1 160 353 0.3 0.7 TYPE (FT) (KG) (LBS) 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 / \ 3/18/13 100% CONST AD 800 MHz -45' ANT 0 BLUE 330 163 359 _ 0.5 1.1 176 368 0.3 0.7 TYPE 6 1000 732 1613 OQ 2/4/13 PREUM CONST AO PCS1 -45' ANT 0 BLUE 420 402 887 PCS1 +45' ANT '1 GREEN 1 1 2.2 REV. DATE REVISION DESCRIPTION BY 1900 MHZ MINEMIIIMIMEM BROWN TYPE 7 1000 1006 2218 ISSUED FOR: CONSTRUCTION PCS2 +45' ANT 3 WHITE 550 553 1220 BB�DI3 MEIN 3 � IHYBRID AND JUMPER CABLES COLOR CODING 2 HYBRID CABLE TYPE 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.atBCB.COFn N,T,S. N.T.S. Y TAPE FRET WIG 1' SPACE Y TAPE SECOND MNO 1' SPACE 2' 2' TAPE THIRD MOO i{j`4 T• SPACE BEFNEDi Y TAPE FIRST RRxs 2" TAPE SECOND RIND SPADE � pIp _ 2' TAPE RING 1' SPACE 2" TAPE RING 1' SPACE Y TAPE RING1 (4) PAIR COPPER HYBRID DOLOR OODE �Y,�a I RINGS Pmt � REIo BEIMEEN RIFIOS P xMwu � er;IuO HYBRID CARIE COWR CGDECAN F ENCY FlTEIXIEH{•Y COLOR CGDE f1{EOUETICY COLdt CODE ���-� C}IIIdETi FIRST RING BEIYYEEH SECOFIO RHO RR16S P Q+"A BETNEEIF RRJW TIMID REFG I"' ' >oeW 1 1 44:9745,4;24,2;:743:* 1. i(K•;•; OTs; 4'Ps7 i'CVa /:i'i a`� i'r" 11'4 � ...=-----------^- ��---- ��� ,..............-..•••••••• •11x111111111• y4ah0•'O.O❖1.1114• 111. •1111x1•.1 ••a••a1a:••*.1•+•• 0: � •r' ` ' . _- - -"--- Yr �_ ___ �-" ...v..* •i i0•i i40.O •1111111.1x♦' fa•••• ••x•••••. •••...... • I••11111aa••a ••A•• ••••••••••11•a •a❖a'i TO RRU :._ .'-_•'-'... .._.. .._._..._- :":-- -- - - .1 �O••11i1♦•11i i'i i i44.. . ..x11.•11.111. �•i i i 11i•♦1♦•i• •i••41iaiia ♦ /.x•a♦•♦11•.•11 9•i•i❖i ~i• ♦•.aa••arfaa aa� •a❖.❖.hh•ihh.*.v.t•4 ►1.11•.1.••.•.. 0.44. •a .-.. .. _,� � ��� -�. �..-.. �.�,�. ._..._..._._._. �-' - - - _.__... i i i i i NV i i•i 0,4,44•••. xrrax it i•��i i•O a►axxx.x:.1h♦ i1i1•••10i00•ii .a.x..xx♦1.1/14 w - .. ........ �s - - w rr� . i w._..._..._.......r ���•�1�1�A�1a��I •x�•�I�a� �i1���1.��x1�x�•�x�a�•�1•�a ♦..11.11♦ 11 xa Le aoxpa.•A. .4••4a•1f.•Stlo 111xlxla.•••r. r r„_„ - .-.... .._.._..........-..�..-.-.-.-. -'-r` � i•♦•1111.1.1.••. 1.111 •111.11... 1♦f�.ar�.•4�1•i111.•1�aa1 ♦; 11/1111..1111♦ . 111111.1111.4. ►1111�11111�1�11111�.11�1�•I.1 ....������.....�.�. .. .. .. ... .. ... .. .. ♦x4.♦.♦x.♦a•/ i. � �ar...1x••ra1a..�� 41�1.1�a�.•1♦11i11111111111 .•.♦ ♦.•x••111♦ I..rr•�x..i•ri:i.i• ►aa../x.1111.11 /r!a!r!i!irlii.•r.a1 ALL SCALES % : / / + ARE _ ����\\\ V li C () ���0 p [• ^/��,��`` Q .O!, R �A/ '• �� Qom'• Q S i '] %.,c) : +I • • �, 34610 e [�FR� ' / +:71 11 � Ar t� ' .4.'4 {.. 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SET FOR A SIZE"T 24'x36" SHEET (6) FIBER CABLES Y TAPE FIRST MND r SPACE Y TAPE SECOND RHO r SPACE HYBRID (SEE 2' TAPE THIRD RIND COLOR CODE TAPE TABLE FOR DETAIL) _ 2" SPACE BETWEEN FREQUENCY (SEE NO x TAPE FIRST RHO 2" TAPE SECOND RING TABLE SPACE COLOR CODE TAPE FOR OVAL) SEMEN CABLEN 2' SPACE FRCP DID 2" TAPE RING r SPACE IRO NFCCABL (SEE (SEE NYBREI 2" TAPE RHi0 TAPE AROUND THREE TIMES (1519 T LE F CODE TABLE FOR CABLE TO 1" SPACE DETAIj 1) CABINET 2" TAPE MNG • - (4) PAR COPPER ILL HYBRID COLOR CODE BE BEEN 'B P wont wluq I I BETNEEN I MNG9 I P � w wAq I HYBRID CABLE COLOR CODC � C ENCY FRECI1DiGY COLOR 006E F'PEOVEI7CY COLOR CGDE OF BREAIf-WT Ctt1FI0Elt FlRST RNG BEnIF.EN RHOS SECOND R)q P C P w P6 BETYIEDI RHGS 3HRD RN0 P N+�a: rxie10 1111 1111 �•iiiiaixii•►••❖x••xx•; •�Ii•iiai•.rii❖if•ii i•1 .O•aai1i•;••ai•iiai•fai•14 -:�• - � --_ , ; ��,� - - - iiii1.1ii•liaiiixi•i lla.x•1a1•a11. ♦1 Piiii•iilia4ix�0i4 14♦11.11. ♦1.1♦ .Obi9aiihiaiiii••i4 - _ .. - • - • _ _ _ ._... � . � .. � .._•_ _•_ _ . _ ..... . �� �1x4a1xxxaxx�ff xa.�x�l�x�r♦ t1.•.1.....aa•f�•1 111�1.11i ♦ 1.1.1.1••�111.11..1.111♦111 �)1.36 1111111111.1141 1111.1•I.1111141.•axa•ra* g:•:•:•:44::•:•:•:•):•..•:44 1•i 1x1*1i a•••a•1a�••a� •...1..111. A4 X11.111♦111�11.11�11x1�i11� . a•••rh❖••1.❖a••❖.•1 . ............. TO CABINET •' - ...."_-.. - - . ... - �-•.... i�__•x '.�"�'�..w � .___111 8:44:41:44:4:44:+:•••••:411 x.111♦♦1.♦ r ♦. •a.f.r♦1♦ ►.�11r�11111�1111r1111111.I.x1 ♦111.111111111 .•..x••11/♦1111. rr. _ �.. ��•♦•111•♦•♦•1h1.•11•.•Ia1 Am. Am. ••a.aa..aa.11. ►�❖1•a1•ax•1•x4a•rf.•af. :��..-...»"��--._,-_ - .�_ ....-.......... ........�.-.y - •11.• ♦ ♦.1 1. .a•••x/41••4. 41 �•.•i11❖i111.••h•1•x•1•+•a� .•.11•..••111.•1 .x4x xh 111111/.. ...................... •••••4 ♦.11..11.11.. •� �.44x+.4.xx:.•. x.•1ax.*•;� 4.Ir 11.4Q1S.4.4A r.a �1❖a�.•xItNNi i❖w• XX .4.r41r.r4. - - - �1�•J�•���•�•�•�♦�♦�•:1�0y - - - _ - - - - - - - WRAP TAPE AROUND (6) FIBER CABLES CABLE THREE HUES HYBRID COLOR COOT TAPE FREQUENCY COLOR COOS TAPE AIRF (TYP) (SEE TABLE FOR OETAIL) (SEE TABLE FOR DEM) HYBRID COLOR CCOE TAPE NOTE: NO SPACE BETAEDJ CABLE (SFE TABLE FOR OCTAL) PROJECT INFORMATION: NETWORK VISION IAMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFiELD COUNTY 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL HYBRID CABLE QQQNMESr,]TONLAT CABINET HYBRID CABLE TO CABINET TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE 3 4` SPACE COLOR CODE' TABLE ABOVE FOR THE RESPECTIVE SECTOR. CODEE 3/4' TAPE FRST MHp DRAWN AY: AD CHECKED BY: JN APPROVED BY: KS 4, INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE camp 2 C FRE& 6� C6LOR 3/4' TAPE 3/t BPACE BFTYSF CABLE CODE SHEET TITLE ANTENNA AND CABLE COLOR CODING DETAILS COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE34 TAPE "FREQUENCY O MID COM COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. RO AM 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. TMCABLE / FFIECUENCYYCOLOR CODE 3/4' TAPE TAPE TA/P4E 1' SPACE 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH I ,.�,� NO SPACES. I COLORENCY FRE DOLOR CODE TKND 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID DaaE MNG CABLE P ANTENNA 1 RRU CONNECTOR ■ - • FROM ANTENNA 2 FROM 6111.1 CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH CONNECTOR AS POSSIBLE. JUMPER CABLE CONNECTION AT RRU AND ANTENNA SHEET NUMBER: IR F 1 6. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. 3 HYBRID CABLE COLOR SCHEME DETAIL U.S. ELECTRICAL NOTES 15. PROVIDE PULL BOXES AND .UNCTION BOXES WHERE SHOWN DR REQUIRED BY NEC. SITE NUMBER: DN72KC564 VOLTAGE: MOUNT: SURFACE ENCLOSUR TYPE: 208V/120 NEMA MAIN BREAKER: 200 AMP 1 PANEL STATUS: EXISTING ELECTRICAL NOTES (CON'T) CKT LOAD DESCRIPTION w N a a it m Lao" ¢ w a m w a a w < m w N �d ¢ K < to w to ¢ w a m w a -s - m LOAD DESCRIPTION CKT S p ri n t , I ELECTRICAL I000£SS AND CAL WORK SALL LOCALALL BE AND STATE IN E CODE, LAWS, AND DANCE WITH CORDINANCES.NT L 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE VATH NEC PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TC MEET NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS STANDARDS. WITH 12' MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR URGER. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR 17. All. CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT REQUIREMENTS OF POWER SERVICE UNE TO THE METER BASE, WHEN REQUIRED. INSULATING GROUNDING BUSHINGS. POWER SERVICE REQUIREMENT 15 COMMERCIAL. AC NOMINAL 120/208 VOLT OR... 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 18. ALL WIRE SHALL BE 'TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 3. CONTRACTOR SHALL COORDINATE WIT}i LOCAL TELEPHONE COMPANY FOR SERVICE AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 UNE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. DEGREES F), 98' CONDUCTIVITY. MINIMUM i'12. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER SASE AND 200A 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. .!-BOXES, EQUIPMENT BOXES DISCONNECT SWITCH PER SITE I DETAIL DRAWINGS AND PER LOCAL UTILITY AND CABINETS 611H APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED COMPANIES SPEEIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE Emu' LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL COWER COMPANY. 20. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC MEIER. CONTRACTOR 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. TO AVOID LOCATION TO CONFLICTS. VERIFY WISH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. AU. UNDERGRCUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING 22. ALL PANEL DIRECTORIES SHALL BE IYPEWRITTI34 NOT HAND WRITTEN. UNLESS OTHERWISE INDICATED. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN Ali CONDUITS PER THE - SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE 7. ALL TELCO CONDUIT UNES SHALL BE 4' SC -I. 40 PVC CONDUIT UNLESS BONDED AT AU. JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED STARTERS, AND EQUIPMENT CABINETS. AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTAJTY POLE ON FENCED AREA), OR END CAP OFF AND 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. B. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PROVIDED W1TH ENGRAVED PHENOUC NAMEPLATES INDICATING EQUIPMENT PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CONTROLLED. BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED COR0 IN CONDUITS. FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FCR CONSTRUCTION MANAGER'S APPROVALN0TE6 9. THE SPRINT CABINET. INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL 26, ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY SHALL BE PROVIDED BY OMMER AND INSTALLED BY THE CONTRACTOR. WITH (ADA) AMERICANS MATH DISABIUIIES ACT AS ADOPTED 8Y THE APPUCABLE OONTRACTOR 15 TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE STATE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION GENERAL CONTRACTOR. MANAGERS APPROVAL SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN 11. 12 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. THE FRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE Of WATER. SMOKE, FIRE AND FUMES ALL MATERIAL SHALL 12. CONTRACTOR SHALL. INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BE UL APPROVED FOR THIS PURPOSE. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE TO THIS PROJECT SHALL BE BROUGHT UP DURING INC BM PERIOD WITH INC FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPUER PRIOR PROJECT MANAGER FOR CLARIFICATION, NOT AFTER INC CONTRACT HAS BEEN TO ROUGH -1N 01 CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY AWARDED. CONNECTED ACCORDiNO TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (H 13. LOCATION Of EQUIPMENT, CONDUIT AND DEICES SHOWN ON THE DRAWINGS ARE TTHE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT E TIME OF 0560)1 AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO DESIGN AS 5HOT% ON THESE DRAWINGS). ROUGH -IN. 14. THE CONDUIT RUNS AS 51108 N 014 THE PLANS ARE APPROXIMATE. EXACT 29. LOCATION OF ALL OUTLET BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG LOCATION AND ROUTING SHALL BE PER EXIS11NG FIELD CONDITIONS OR DIRECT) SHALL BE CONFIRMED 81111 THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. _ 1 STON WALL AC 50 2 ON NI/A BLANK 2 --- ' 3 .� _^r VA BLANK 4 5 SAMSUNG BBU 15 2 NEW NI/A BLANK 6 7 VA BLANK 8 ar° 9 SAMSUNG MMES 100 2 NEW VA BLANK 10 Ill 11 ---V/A BLANK 12 13 BLANK VA V/A BLANK 14 15 BLANK 1/A V/A BLANK 16 17 BLANK V/A V/A BLANK 18 GENERAL DYNAMICS 19 BLANK NI/A NVA BLANK 20 WIRELESS SERVICES 21 BLANK VAV A I BLANK 22 23 BLANK q/A ' /A BLANK 24 Q 25 BLANK VA VA BLANK 26 27 BLANK VA VA BLANK 28 Q 29 BLANK V/A V/A BLANK 30 A 31 BLANK VA VA BLANK 32 33 BLANK `VIA ' V A BLANK 34 © 4/24/13 FINAL CONST AD 35 BLANK ' /A VSA BLANK 36 37 BLANK VIA V A BLANK 38 L 3/18/13 100% CONST AD 39 BLANK VSA VSA BLANK 40 2/4/13 PREUM CONST AD 41 BLANK VA NI/A BLANK 42 GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL REV. DATE RELIB[aN DESCRIPTION BY SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. ISSUED FOR 3 ,INTERIM PANEL SCHEDULE CONSTRUCTION A ---V/` O ] NEW MMBS 0 0 _ SEAL TITE CONNECTION 1$360 Table Mountain Parkway Golden, CO 80403 P:303 -281-88D0 CABINET www,atecs.com ] ❑ 2" SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EQUIPMENT (6'-O" MAX) 1 ELECTRICAL NOTES s O 2" HEAVY WALL COUPLING t REG/8), (-1O - 2" SEAL TITE STRAIGHT CONNECTOR TipO i �� •\,ER Joe.... • O OQ s4. 4 "A" \ V w 2"' SCH 80 PVC TO AT EQUIPMENT LOCATION STUB UP fii • • c • 3461 j •r ' = . 2 4 20 - EXISTING UNIT Cj 0-^� ^0 F, PANEL (ON SHELTER WALL) TO EXISTING 0 "-Th. 2OOA EXISTING SUB -PANEL UTILITY (IN EQUIPMENT ROOM) SOURCE POWER °O 2004 MAIN0-0 �11 I /- ' EQUIPMENT PLATFORM �� • .•• .,..\\-• ���/ •.• 11 S/ • QNjAL ��� �� \\\1\''�~ 0-0 J J 100A I �o a 0 -0 n ,- o-�, 0-0 0 n 0 0 0--ro 0 1004 0 0 PROPOSED PROPOSED 7 ° (--` BBU CABINET MMBS CABINET 4 TYPICAL EQUIPMENT POWER CONDUIT CONNECTIONS ALL SCALES ARE SET FOR A SIZE"D" 2006" SHEET R TSA 0. 0 PRO.IECY INFORMATION: NTS NETWORK VISIONMM8SIAUNCH 11 -0 .---,SCALE: so CIRCUIT SCHEDULE „ 02" SEAL TITS 90" CONDUIT CONNECTOR PART # 500007 OR EQUIVALENT POW DN72XC564 2 IRON MOUNTAIN NO FROM TO CONFIGURATION o --a o 1 MAIN EXISTING GLENWOOD SPRINGS, CO 81601 SOURCE METER / PANEL GARFIELD COUNTY 2 MAIN PANEL UNIT A PANEL EXISTING .n 0 , 0 0-0 0 �® t NEW EQUIPMENT DRAWN BY: A➢ CHECKED BY. JN APPROVED BY. KS 3 MAIN PANEL7-,, 200A FEED THOUGH UNIT SUB -PANEL EXISTING 1.--"s r 0� ° 0-0 SHEET TITLE. ONE -LINE 4 UNIT SUB -PANEL PROPOSED MMBS CABINET PER SAMSUNG _° o -.-o DIAGRAM AND POWER 5 UNIT SUB -PANEL PROPOSEDBBU PER SAMSUNG 0-0 PANEL SCHEDULE r, ,� 0 0-0 0 00-00 2" SEAL TITE FLEXIBLE CONDUIT sHeETNUMeER r 2 ELECTRICAL ONE -LINE DIAGRAM 5 JSEAL TITE CONDUIT CONNECTION SCALE: NTS 11 LEFT DIN RAIL SERVICE LIGHT SMOKE DETECTOR GROUNDING BAR 68 BLOCK GROUND BUS BAR PUNCH-OUT CABLE HOLE 70 S p ri n e )100: t 411221° I, s� ��.� ^ ` ."'r'-'^ �,, 60 - �_ 966 M7 -50 I 1 moo= — o j� ` _ 34U -_ �� Imo_ RIGHT DIN RAIL a ' °^ • `��� o ��� BLOCK �_ , 32U —_ 1�I�i� 01 .eu' ppmmpp��mm 50 "' NEW ■ . I ' 30U -_ 00:00:00.06G i@ ��rr�L:`�`�:. GENERAL DYNAMICS WIRELESS SERVICES 0:0..0:O:Oo ° 'o 28U- SUPPORT PLATE a 40 - HOLE 26U -_ �f�� 40w BREWERS ON GstiD Fl-r1/3 I 30 - Q (� 1ST GROUP OF DC SPDs B nkitoo MI 1. LL �, � ;; D €: ip a 20U 18U 16U = H 9 2ND GROUP OF DC SPDs SUPPORT FOR BSDU RECTIFIERS A 20 - 1!I. ■ f{ \/ 10 - �� ::::........................ 14U 0U 10U- 8U-7- 641= 4U 2U-NI -I - - ^ 4/24/13 11- Ui: IPOLYPHASER POWER CORE 3RD GROUP OF DC SPDs `� .� a'Q l12U FINAL CONST AD A- °I.1 1 ■ wow© POLY PHASER AND POLYPHASER BRACKET MOUNTING BRACKET GPS CABLE SURGEREV. PROTECTOR UDA OR LINK CABLE OR M/W CABLE AC POWER CABLE GROUND CABLE 3/18/13 1O0X CONST AD 0Q 2/4/13 PRELIM CONST AD DATE DESCRIPTION BY ssuEDFOR: CONSTRUCTION z — '�'----'--�'—'�' 1/0 MONITOR DOOR WITH 2X FAN AND FILTERMUM JFCS 16360 Table Mountain' Parkway Golden, 281.O 8800 www.atecs.com 1 MMBS ELECTRICAL DETAILS 2 MUDROOM ELECTRICAL DETAIL SCALE: NTS SCALE: NTS T NEWNU CABINET NEW MMBS CABINET LOAD CENTER ALL SCALES i = 11 1�1 ARE QV REGIS h11 �r ........ jF �, •'SR M4.11 Ca +` 34610 ,�, "-?)1RR I 1 ' ai t`s nR+�` t�C� ��VNot. .., SET FOR A SIZE Y7' 24'%36" SHEET PROPOSED MMBS-BBU MUDROOM (SEE NOTE 2) EXISTING TELCO DEMARC AT PPC (SEE NOTE 3) EXISTING5 TELCO DEMARC (HOFFMAN BOX) (SEE NOTE 1) 0 0 0 O 4 3 2 OOO 1 0 # 1/0 AWG L ELECTRICAL ONE tf"1 LSEE INE IAGRAM . 6 AWG - DC CABLING WITHIN HYBRID CABLES I. PRE MANUFACTURED PRO�crINFOiMArroN- NETWORKVISION IAMBS LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY 4� {) (3) BLACK SHIELDED 24 AWG CAT5e IN EXISTING CONDUIT (6) BLACK SHIELDED 24 AWG CAT5e IN PROPOSED 2" CONDUIT NOTES: 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC, 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CAT5E INTO MMES-BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET, 4. CONTRACTOR TO INSTALL A PULL STRING BETWEEN MMBS TO TELCO AT PPC AND TELCO PPC TO EXISTING TELCO DEMARC. )SECTOR 1 S SECTOR 2 TO HYBRID SPECS REFER CABLE SECTOR 3 DC POWER ELEGTRIGAL_NOTES' DRAWN BY. AD CHECKED BY: JN APPROVE° BY KS MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 In) MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). MMES PORT LAYOUT SHEET TITLE ELECTRICAL DETAILS WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT CONDUIT # USAGE BE 0BATTERY ROUTE DCED. CONDUCTORS IN CONDUITS TO NEW MMES CABINET 48VDC POWER DISTRIBUTION PANEL TO 1 AC/GROUND AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 -48 VDC CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED WITH ONE PRE--TERMINATED END. 3 RRU SECTOR 2 ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET 4 RRU SECTOR 3 SHEET NUMBER: INSULATED. 5 BATTERY 4 DC POWER DIAGRAM 3 TELCO RISER DETAIL 2 S'./iLE. NTS EX. SPRINT TELCO EX. SPRINT 200A EX. SPRINT BATTERY RACK EX. SPRINT GROUND BAR 1111P r EX, SPRINT MODCELL CABINET /��� �1�` / 1 /f!� J 11�+J/ 11111111.%11111 �jI 411111% " �� NI, Nek :..44: . .. ��� ����� BOARD +�I� �� PPC tl I', t !P� +±� f I� �`I S + , , •� .. s 1 AN, `� EX. SPRINT EX. SPRINT EX. SPRINT BATTERY (TO BE REMOVED) NEW SPRINT MMBS RACK CONNECTED TO EX. SPRINT GROUND BAR NEW SPRINT BBU RACK CONNECTED l TO EX. SPRINT GROUND BAR EX. SPRINT GROUND BAR ��� " � / IX. SPRINT MODCELL CABINET ��t+ (TO BE REMOVED) �!`+1J 11 ,' `N 111 `: �' j ` �� Z ` TELCO BOARD { 200A PPC +� �j! RACK / j�I � / G 4 J � + iii� ��' �7 + ,/"." ` ' '? i ,� ? GENERAL GROUNDING NOTES: p �1 ry 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 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. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER WITNESSED BY SPRINT WIRELESS, OLLC. REPRESENT BE. 5. REFER TO DIVISION 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, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FfELD vERIFIEp. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. GROUNDING NOTES: GENERAL DYNAMICS SERVICES A Q Q © 4/24/13 FINAL CONST AD 1 Q 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION 6Y ISSUED paA; CONSTRUCTION 16360 Tablit:M:o0:c ntain Parkway P:303 281Golden, CO 880 www.otecs.com 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N" "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK COAT ALL SURFACES IMTH AN ANTI—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 BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN•••..�SJ�`EX. ANTI—OXIDANT COMPOUND BEFORE MATING.% 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACKHEAT--SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING4610i TERMINA11ONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION.• TO R, A ENN LOCA ED AADRY DCONNECTIONING N THE4: 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 SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY CONTRACTOR, 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER.11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIEDGARFIELD GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY,) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 9 EQUIPMENT GROUND & ROUTING PLAN (EXISTING) IF REQUIRED 2 EQUIPMENT GROUND & ROUTING PLAN (INTERIM) IF REQUIRED SCALE: 318" = 1'4" SCALE: 3/8" • 1'-0" AuscnLEsnREserfaRnsuE^mzaxsBSH�sr 4�`„``i .�REGI ).WASHER �O�ER��MF,f'••EX. �C'�� �] 'j'j..LEGEND 2Q�1WSPRINT '•TO �AJ�� c,\�� 71 `1' SPRINT TELCO BOARD SPRINT 200A PPC�� ����� MMBS RACK CONNECTED il�1 EX. SPRINT GROUD BAR��l1• � SPRINT BBU RACK CONNECTED f TO EX. SPRINT GROUND BAR � � ��� ` EX. SPRINT GROUND BAR a��J OPP" ' + .111/.‘,„ �� fi 1111���— �w + �J w 4 J L ■ EXOTHERMIC CONNECTION MECHANICAL CONNECTION6TfNTOA L ANTENNA GROUND BAR MI MASTER GROUND BAR pRwEcriHFDRMATww: NETWORK VISION MMesLauNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 COUNTY NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. ORnwNar, AD CHECKED BY: J14 APPROVED BY: KS SHEET TITLE: GROUNDING & ROUTING P LAN S SHEET NUMBER: 3 EQUIPMENT GROUND & ROUTING PLAN (FINAL) 4 'GROUNDING NOTESE3 SCALE: US" = V-11 ANTENNA SECTOR 1 EXISTING 800/1900 SPRINT MHz ANTENNA SPRINT ANTENNA E IST1N0 SECTOR GB a x HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR PROPOSED GPS UNIT #2 AWG I_":- D AWG B g ANTENNA SECTOR 2 800/1900 MHz SPRINT ANTENNA EXISTING SPRINT ANTENNA DC / FIBER NN� HYBRID CABLE INTERNAL GRD MARE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR 10 AWG (E) #2 AWG (EL#2 AWG GB EXISTING UPPER TOWER GROUND BAR ANTENNA SECTOR 3 800/1900 MHz SPRINT ANTENNA EXISTING SPRINT ANTENNA COAX JUMPER EXISTING SECTOR GB (E) 12 AWG i 0 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMEO TO FIT AND ATTACHED TO GRD BAR DC / FIBER rc� x EXISTING DE1 CABINET EXISTING CABINET (E)_#2 AWG COAX #6 AWG WITH WEATHERPROOFING AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING NEW MMBS CABINET 1 Ro EMMBS GND BA EXISTING LOWER TOWER GROUND BAR 16 AWG COAX JUMPER AT BOTTOM OF TOWER AWG HYBRID CABLE INTERNAL GRD MARE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW BALI CABINET #2 AWG EXISTING 02 AG GROUNDS TO EXISTING GROUND RING COAX JUMPER LEGEND ■ • CGB MGB EXOTHERMIC CONNECTION MECHANICAL CONNECTION COLLECTOR GROUND BAR MASTER GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE 10 CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL. TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWD COATS OF GALLATE (WHITE) PAINT. OR SILVERBR!TE (ALUMINUM). 3. AU. ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUNO APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE MALL NOT EXCEED 5 -OHMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: A. ONE (1) COPY TO OWNER REPRESENTATIVE B. ONE (1) COPY TO ENGINEER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO 8E j2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL 7. FOR ADDITIONAL GROUNDING NOTES SHEET E01. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE X12 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE I2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WARE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. 1 GROUNDING RISER DIAGRAM SCALL. NTS Sprint' GENERAL DYNAMICS WIRELESS SERVICES A 4/24/13 FINAL CONST AD 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR: CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303--281-8800 www.atecs.com ALL SCALES ARE SET FOR A SIZE'O' 247(36" SHEET PROJECT INFORMATIONt NETWORK VISION MMES LAUNCH POW DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN BY: AD CHECKEOBY: JN APPROVED BY: KS - SHEET TITLE: GROUNDING DETAILS SHEET MIMEER: E4 NOTES: 1. DD NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACRIRER.) RRU TO ANTENNAS CONNECTOR WEATHERPROOFING SIT (TYP.) SEE NOTE 2 TOTAL OF 6 ONES PER SECTOR W THE SITE HAS BOTH BOD & 1900 li WEATHERPROOFING J KIT (TIP.) STANDARD GROUND KIT (TYP.) (SEE DET/3 E-5) CONTRACTOR TO VERIFY THAT THE GROUND BAR IS GROUNDED TO THE TOWER OR RING ANTENNA CABLE TO SHELTER (TYP.) ,..—ANTENNA GROUND AWG OAR, SIMILAR TO K16-057. MOUNT GROUND BAR NEAR TOP OF MONOPOLE, TOWER OR WAVEGUIDE LADDER, ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT /6 AWG STRANDED COPPER GROUND WARE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 12" TO 24" 2 1/2'4 MAX CONNECTION OF CABLE GROUND KIT TO Amman_ CALE HOIESL 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2 GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT 761)1 TWO -HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. EXTERNAL TOOTHE 3/8'0x1 1/2" 5/5 NUT S/S LOCK WASHE S/S FLAT WASHER INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO -HOLE CONNECTORS BUTT CCNDUCTCR INSULATION UP AGAINST THE CONNECTOR BARREL 1" MIN HEAnTNNSEH-- MEM B1Ui 1, OUTDOOR SITES -USE BLACK HEAT SHRINK 2. INDOOR SITES -USE CLEAR HEAT SHRINK 1/4" ,MIN /5 FLAT WASHER /5 BOLT (1 OF 2) "GO NOT DISCONNECT" TAG ON ALL GROUND • BAR INTERCONNECTS AND EQUAUZERS La HEAT SHRINK L8 HOUSING FOR ELECTRIC CONOUIT 2 FOR CABLES /6436 2 COUPLING 66711 2' LIQUID TIGHT COUPLING /68711 " LIQUID NEW NEW TIGHT MMES BATTERY CONDUIT L CABINS' CABINET ��vr LIQUID - 11 I� ill �l TIGHT ��• 1 ii•i { 1' fl� 1 IIl!�/I -1111D---2.uou,DT,G,mt 2" RGS C CONDUIT 2" ROS DC CONDUIT TO NEW MMES CABINET EXISTING GROUND RING L OUPUNG 185711 MGB /2 TINNED BCW RING EXOTHERMIC WEIR DIAGRAMMATIC LAYOUT ONLY. MAY VARY. 2' PORT w/ ADAPTOR 2- RGS AC CONDUIT 7COONNECTINOpN BAR INSIDE CABINET 2' LIQUID TIGHT /8435 /2 GREEN 1 TYP COAX GROUNDING 2 CABLE GROUNDING 3 TWO HOLE LUG 4 CABINET GROUNDING SCHEMATIC SCALE: NTS SCALE: NTS SCALE:NTS SCALE: NTS _1202E 1:11 TYPE TA DEESE DELA tis TYPE GL_LUQ TYPE PQ RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/TM'M INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER 0 /MOU22 ANO ROUND FROM ANTENNA/RRU HYBRID CABLE GROUND LEAD o 0 0 000 o o 0 0 0©o o o o o 0 0 0 0 0 0 0 0 TWO -HOLE LUG, BOLTED TO GROUND 8AR USING 3/8'-1B x 1 1/4"STNNI.ESS STEEL HEX HEAD BOLTS AND HARDWARE. NOTE, •PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. EXISTING 4'x12"x1/4" THK., TINNED GROUND BAR & CONNECTIONS. 5 TYPICAL EXOTHERMIC WELD CONNECTIONS 6 SECTOR GROUND BAR CONNECTIONS SCALE: NTS SCALE: NT$ STRANDED CU WIRE WITH GREEN, 6007. THHN/THWN INSULATION. �� 512E AS SPECIFIED GROUND BAR ON WALL, ---- FLOOR OR ON ANTENNA TOWER GROUND LEADS TO EACH �SECTOR GROUND BAR 0 0 © 0 000 0 0 p\0 • GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC OONNFITION COAX CABLE GROUND LEADS O 000000000000000 O 00000000000o©1)0(: O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 00000000 NOTE: *PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/6"-16 x 1 1/4"STNNLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WRH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE. BUILDING. RING GROUND OR MGB 0 O EXISTING GROUND BAR & CONNECTIONS 7 TOWER MASTER GROUND BAR CONNECTIONS SCALE: NTS Sprint' GENERAL DYNAMICS WIRELESS SERVICES A Q rQ 4/24/13 FINAL CONST AD L 3/18/13 100% CONST AD 2/4/13 PRELIM CONST AD REV. DATE REVISION DESCRIPTION BY ISSUED FOR: CONSTRUCTION 16360 Table Mountain Parkway Golden, CO 80403 P:303-281-8800 www.Gtecs.com ALL SCALES ARE SET FOR A SIZE “Cr 24"X' SHEET PROJECT INFORMATION: NETWORK VISION LIMBS LAUNCH Pow DN72XC564 2 IRON MOUNTAIN GLENWOOD SPRINGS, CO 81601 GARFIELD COUNTY DRAWN EY AD CHECKED SY: JN APPROVE{] Sr KS SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E5