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HomeMy WebLinkAbout0576 OAK STREET (CENT./W.BARN) III 1 o f ' a UPC 12543 LOR No�. 53LOR� . HASTINGS,UN t n I s�,,,�__,,._,.,,...�-�.,_._.,_�._...,�;_,�._.z..,._a��n �.=%ram°`�s�...:..'�r�r��_.: �. _.___sue_._�.�.•......,,._._ Final Construction Control Document w To be submitted at completion of construction by a Registered Design Professional �w for work per the 8`h edition of the y Massachusetts State Building Code, 780 CMR, Section 1,07 mom'' Project Title: 576 Oak Street BS03XC310 Date:10/20/2015 Permit No. 20122340 Property Address: 576 Oak Street, West Barnstable,MA 02630 ew rn Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Modification of an existing wireless telecommunication facility. I Matthew C. Hykes MA Registration Number: 50945 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: X Architectural X Structural Mechanical Fire Protection X Electrical Other: Describe for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance,to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 1'07. e�, Enter in the space to the right a"wet"or OF«AS electronic signature and seal: ry�� S9cy s� MATTHEW C. F HYKES U y No. 50945 Phone number: (717)428 0401 x1205 Email: mhykes@ebiconsulting.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 1 l_2013 HRC Wtral@ss Services 22 Shelter Rock Lane. Building C Danbury,CT,06610 P.:203.797.1112 H PC* > WIRELESS SERVICES --i e.J 0-- RE:576 Oak Street—Permit#20122340 CM D Robert, Per our phone conversation on 10/20, 1 have attached the original copy of the CCA for 576 Oak Street. As a refresher we are looking to close this Sprint permit out. During our conversation you stated this is all you needed to sign off on this permit. If you could email me a copy of the signed permit to teu loth(o)hpcwireless.com that would be great! Feel free to call me with any questions at 508-308-8646. Thanks again! Tessa Euloth Project Coordinator HPC Wireless 6 Avenue E Hopkinton, MA 01748 &mon AA>any Ptr'a*ttlhia RaVgh Attantta i i 576 OAK STREET CELL TOWERS PERMIT NUMBER 201205655 I TESSA CALLED FROM HPC ON BEHALF OF SPRINT 5-0e- 306 --e(,L/6 WE NEED AN AFFIDAVIT STATING THEY COMPLETED THE WORK. BRENDA COYLE 3/30/2015 �/J J ' � � a o � � � m o s °o � � -�'_ c�- �56��31 e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V' Application # Health Division Date Issued 1 Conservation Division Application Fee Planning Dept. Permit Fee �O Date Definitive Plan Approved by Planning Board 1A� Historic - OKH _ Preservation / Hyannis Yr Project Street Address Village (.v s+ Pwt�6 nLz OwnerCbMM {l I , 0 CY1A�S ehU5e 5 Address f Qb CArn 1_7 V Telephone Permit Request MMI kQA�" 1 M6Z On S (Size � Abwims . 2a�mv,_� 2 G►� h N Gn d► L h 641,f Square feet: 1 st floor: existing A)J�,proposed 2nd floor: existing ' proposed AA Total new Zoning District Rr� ��ni�� Flood Plain 4A Groundwater Overlay Project Valuation I �,a'�® Construction Type.'�Icac,�ct Jvfpck Lot Size i�.657 Grandfathered: .0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) 3+v4Vv< Age of Existing Structure 2-D _)"a Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other J1 0 Basement Finished Area (sq.ft.) v-J`A Basement Unfinished Area (sq.ft) Number of Baths: Full: existing N JA new Half: existing new Number of Bedrooms: d existing _new Total Room Count (not including baths): existing new First Floor Roles•Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New ✓y�'� Existing wood/coal stove: IfYes, No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size �l'RBarn: ❑ exists g ❑ nw size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size'�I4Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Jd Yes ❑ No If yes, site plan review # Current Use &46C% 5 ��a ,�-' Proposed Use VqA& d� �cgM C U 1662 iPleeo�A, R c,l if� APPLICANT INFORMATION a41 J (BUILDER OR HOMEOWNER) SIJ� ;), / '"tr -- 3 Name C'�� �� Telephone Number 1 Address ]die J( je664 �� �72 License # �o� in . X ��' Y ►� C �- Home Improvement Contractor# Worker's Compensation # Wco q 9 q ALL CONSTRUCTION DEBRIS RESULTING FROMr,T�HIS PROJECT WILL BE TAKEN TO SIGNATURE DATE o� J FOR OFFICIAL USE ONLY APPLICATION# `DATE ISSUED ` MAP/PARCEL N0. r ; ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME, INSULATION i . FIREPLACE ' ELECTRICAL: ROUGH FINAL 'i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING DATE CLOSED OUT o ASSOCIATION PLAN NO. s sr The Commonwealth of Massachusetts. Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 •'s www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V nCl, 0_q P yA0 - _ Address: L P Ohs -n Li�— S-f l-ezz, . S(JI jf 0 City/State/Zip: O oZlJ3,�Phone#:���-- ,�a— -7 j Are u an employer?Check the-appropriate bog: Type of project(required): 1. I am a employer with 0 4. ❑ I am a general contractor and I 6. ❑ New constriction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: .Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. r am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site nformation. n ` nsurance Company Name: `i Zi 1 �)Cub, I 1 ?olicy#or Self-ins.Lic. #: G Q ( xpiration Date: d lob Site Address:_rJ 16 6M 1��(•i+o, J-\M tam City/State/Zip: kttach a copy of the workers' compensation policy declaration page(showing the policy number and egpiratio date). aihlre to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine )f up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of nvestigations of the DIA for insurance coverage verification. do hereby certify under the pai and penalties o perjury that the information provided above is true and correct >i ature: Date: o? , . 'hone#: gil - q • 6156 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk A.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: OP ID:JP A�O�RO' CERTIFICATE OF LIABILITY INSURANCE 703108112 THS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(% AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURER the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s PRODUCER 614-848-3000 WE cT Joyce Pack Insurance Agencies of Ohio 7100 N Hi h St Ste 300 614 548 7698 "'ONE E„t:614-8483000 FAX Not:6144148-7698 Worthi on,OH 43085 2333 ��5:jpack@insagenciesoh.com Ralph L uarasci PRODUCER MM,1n TOWER4 AFFORDING COVERAGE NAIC i INSURED Tower Resource Management Inc NSURIERA:Cincinnati Insurance Co 10677 979 South High St. INS.Lpme:American International Group Columbus,OH 43206 INSURER c INSURER D: 04SURM E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [MR TYPE OF NSURANCE POLICY EFF POLICY EXP LTR MR 1(t11/D POLICY NUMBER MMNYW LIMITS GENERALLIABLITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERA.LIABILITY CPPOS17213 01101N2 01101113 PREMISES Faocarrenm $ 500, CLAIMSMADE I OCCUR MED EXP(Any one person) S 10, X COntr atual PERSONAL&ADV N,A1RY $ 1,0w' X Broadened Gen Lia GENERAL AGGREGATE $ 2,000, GEN'LAGGREGATEUMII'APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000, POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A X ANY AUTO CPP0817213 DV01112 01101/13 (Ea accident) $ 1,000,00 BODILY NJURY(Per person) i ALL OWNEDAUTOS BODILY N.AIRY(Per accident) SCHEDULED AUTOS PROPFJ2TYDAMAGE $ H RED AUTOS (Per accidert) NON-OWNED AUTOS $ $ X UMBRELLA UAB X OCgJR EACH OCCURRENCE $ 5,0OQ0 EXCESS L1A8 p.pMS�.IADE AGGREGATE $ 5,000,000 A PP0817213 0110111 01 DEDUCTIBLE S X RETENTION 8 Nil $ YYORKERS COMPENSATION WCSTATU- OTH- ANDENPLOVERS'UABIL(fY X TDRY , S E A ANY PROPRIETORIPARTNERIE>ECUTIVE YIN NIA H EMPL.LIABCPP081721 01101112 [.101113 /01/13 E.L.EA04ACCIDENT $ 1,000,00 B Mand ryInINK)°�UD� C0999M MA,MD,NH 03101/12 03(01/13 E.L DISEASE-EAEMPLOYEE $ 1,000,0 If yes.describe under DESCR PTION OF OPERATIONS below E.L.DISEASE-POLICYLIMR $ 1,000,00 A nstallationFlo at PP0817213 OV01/12 01101f13 nsttW 300,00 g rof Liability 13593433 12(05111 12/05112 E&O Z000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHCLES(Attach ACORD 101,Add)0ensl Remafka Schodule,If mare space Is reQulred) Certificate Holder Is named as an Additional Insured as per form GA472- utomatic Additional Insured. CERTIFICATE HOLDER CANCELLATION SAMPL3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN This is a Sample Certificate ACCORDANCE WITH THE POLICY PROVISIONS. To receive notice of cancellation please call us at AUrHORI7EO REPRESENTATIVE Insurance Agencies of Ohio 2a y� O 1980-2009 ACORD CORPORATION. All rights reserved ACORD 25(2009M) The ACORD name and logo are registered marks of ACORD - massarhuscits- Department of Public safet8 Board of Builtlin�- Re-ulations and Stand-Ird Construction Supervisor License License: CS 82380 ANDREW D ROY :. 45 CHESTNUT ST#1 WALTHAM, MA 02453 Expiration: 11/a(2013 Tr,-: 7461 Town. of Barnstable Regulatory Services II NAM Thomas F.Geiler,Director 1 1 . Building Division Tom terry,building Commissioner 200.Main Street,Hyannis,MA.02601 WWW.to®vn.ba rnsta ble.ma.u.s Office: 508-8624038 Fax: 508-790-6230 Property Omer.Must Complete and Sign This Section If Using'A Builder 1, MA Department of Conservation& Recreation _ as Owner of the sub ect ro J P pertS', hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. 576.Oak.Street; Barnstable; MA (Address.of Job). Pool fences and alarms-are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final.inspections are performed aril accepted. ignature of Ovner, Signature of Appli t 'd M , LWVI" Rov Print-Name Print Name late Q:FORM&OWNERPERMISSIONPOOLS r maw. am IKM March 22, 2012 Zoning Enforcement Officer Town of Barnstable 200 Main Street Barnstable, MA 02630 RE: Request for Permitting Approval @ 10 Bourgeois Lane by TRM, Inc. Dear Sir or Madam: This letter is to confirm that TRM Inc. has been engaged by Sprint to perform permitting duties and subsequent construction functions at eight wireless facilities in the Town of Barnstable. TRM authorizes any employee to act on its behalf on these matters, but specifically Mr.Jeff Simpson and Mr.Andy Roy. Mr. Simpson serves as a site acquisition agent and handles all permitting matters and Mr. Roy is a licensed construction supervisor and will oversee all construction services. BS03XC310 576 Oak St BS13XC661 1047 Falmouth Rd BS 13XC662 414 Main.St BS23XC753 10 Bourgeois Lane BS23XC756 217 Thornton Dr. BS59XCO02 320 Main Street BS73XCO29 345 Old Stage Road BS73XCl 15 1364 Phinneys Lane/Route 132 Thank you for your attention to this matter. Please feel free to contact me with any questions. Justin Leland President Tower Resource Management 16 Chestnut Street,Suite 220 Foxborough, MA 02035 617-510-1115 Cell 774-215-5423 Fax www.trmcom.com Title: President Date: 9/22/11 TRM Inc. 16 Chestnut Street Suite 220 Foxborough, MA 02035 MIN 21 B Street Burlington, MA 01803 COi\1SU LTTN G Tel: 78 1273.2500 www.ebiconsulting.com Fax: (781) 273.331 1 Town of Barnstable April 3, 2012 Building Division Thomas Perry 200 Main Street Hyannis, MA 02601 Re: Construction Control Affidavit Wireless Telecommunication Modifications on an Existing Facility 576 Oak Street West Barnstable, MA 02630 Dear Mr. Perry: This letter is to affirm that all plans, computations and specifications involved in the modification of the above mentioned wireless telecommunication tower shall be prepared by or under the direct supervision of a registered design professional and shall bear his signature and seal. Said signature and seal shall signify that the plans, computations and specifications meet the applicable provisions of the Massachusetts Building Code and accepted engineering practices. The structural design of the wireless communication tower shall also be reviewed and computations performed by a registered structural engineer to verify that the modifications in no way affect the structural integrity of the structure. As part of the construction process, the registered design professional responsible for the design, plans, calculations and specifications, or his designee, will perform the following tasks as part of the construction process. 1. Review for conformance with the construction documents the shop drawings, samples and other submittals by the contractor. 2. Be present at appropriate intervals to insure the quality of the work and to determine if the work is being performed in a manner consistent with the construction documents and code. _ OF Upon completion of the work, I sukwdn letteFas to the satisfactory completion and ea in o th project. v DANIEL V.DOHERT`' 4sh aniel V. Doherty, V.� Subscribed and,sworn to before me this day off' *taryyb Ic My Cordmiision Expires j t.. 1 y ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA I BALTIMORE,MD I BURLINGTON,MA 1.CHICAGO,IL DALLAS,TX I DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I' PHOENIX,AZ I P_O_RTLAND,OR SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA I Department ®f Public Safety }� Permit No: 4� sa4fc,pt'� .�1������t31`r�of • • i Divisi®n of Inspection Issued: 617 727-3200 Type: Renovation BUILDING � I� USe: �ecial l 1ce 1 780 CMM — Eighth Edition Construction Stat uilding Inspector Property Address: Owner or Lessee of Building or Structure: General Contractor: DCR Tower Resource Management,Inca Barnstable-DEM 251 Causeway Street 16 Chestnut Street,#220 576 Oak Street Boston MA 02114 Foxboro MA 02035 Barnstable MA 02668 Andrew Roy THIS CARD SHALL BE DISPLAYED IN A CONSPICUOUS PLACE ON THE PREMISES. Work Description: Sprint proposes to swap out and update the existing antennas,equipment and cabinets at the existing site. Also includes Sprint Network Vision.Backtiaul Project. See drawings,etc.,for more detail. Plum bin Inspector Electrical Inspector Fire inspector Building' Inspector Date: ROUGH Date: ROUGH. Date: ROUGH Date: ROUGH Foundation Date: FINAL Date: Final Date: Final Date: FINAL TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 194 Parcel .017 Permit# Health Division . 6�/ Date Issued Conservation Division a ke -,,— Fee Tax Collector Treasurer /U SEI-PTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE p/ Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANDTOWN REGULATIONSHistoric-OKH Preservation/Hyannis Project Street Address 576 oak Street 'Village West Barnstable Owner Commonwealth of Massachusetts-DEM Address 100 Cambridge Street , Boston, MA 02202 Telephone (617) 7 2 7—318 0 Permit Request Building Permit to attach 3 antenna panels to the existinq DEM Fire Tower on 576 Oak Street . Sprint PCS will also locate its equipment within the existing building at the base of the tower . Square feet: 1st floor: existing W proposed n/a 2nd floor:existing n proposed n/a Total new Estimated Project Cost 6 Uv Zoning District Res . F Flood Plain Groundwater Overlay .Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. i Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) n/a Age of Existing Structure Historic House: ❑Yes ®No On Old King's Highway: ❑Yes Q No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other n/a Basement Finished Area(sq.ft.) n/a Basement Unfinished Area(sq.ft) n/a. Number of Baths: Full:existing ;4/ new Half: existing n/a new Numberof Bedrooms: existing n/a new Total Room Count(not including baths): existing n/a new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other n/a Central Air: ❑Yes M No Fireplaces: Existing n/a New Existing wood/coal stove: ❑Yes 11 No Detached garage:0 existing ❑new size n/a Pool:❑existing ❑new size n/a Barn:❑existing ❑new size. n/a Attached garage:❑existing ❑new, size n/a Shed:❑existing ❑new size n/a Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ItYes ❑No If yes, site plan review# Current Use DEM Fire Tower Proposed Use DEM Fire Tower BUILDER INFORMATION I Name Green Mountain Communications , Inc Telephone Number (603 ) 569-8601 Address 35 Center Street License# 070051 P .O. Box 356 Home Improvement Contractor# Wolfeboro Falls , NH 03896 Worker's Compensation# CM( 99 )H149559 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE / DATE 2/24/1999 FOR OFFICIAL USE ONLY PERMIT NO. r DATE ISSUED , + MAP/PARCEL.NO. �. ADDRESS VILLAGE , t } OWNER DATE OF INSPECTION , FOUNDATION FRAME INSULATION ' FIREPLACE r ' ELECTRICAL: ROUGH FINAL, PLUMBING: ROUGH _ a.• FINAL - GAS: ROUGH " ` �' => + FINAL - FINAL BUILDING ' DATE CLOSED-OUT = ASSOCIATION'PLAN NO. •' r • t L Application to .. � . .y � 027Ell Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application Is hereby made, id triplicate, for the issuance of a Certificate bf Appropriateness under Section 6 of Chapter 470. Acts and Resolves of Massachusetts, 1973. for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building MOCAddition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial EkOther F.xi cf-i nq Pi re Tower 2 Exterior Painting: ❑ 3 Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole E3 Other Attachment of PCS equipment to (Please read other side for explanation and requirements). _ tower TYPE OR PRINT LEGIBLY DATE 1/25/99 576 .0ak Street 194 Parcel 1' ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. I:ommonwealth .of Massachusetts - DEM 017 OWNER ASSESSORS LOT NO. Applicant: Sprint PCS HOME ADDRESS r-/0 Atl ant i r• Western ran-sul t i ng TEL NO. (781 ) 932-1313 400 West Cummings Park, Suite 4050 Woburn, MA 01801 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). (_see, -(tt C-AA o,,,.l) Map 195 Lot85 Frank Dirico 100 MtinD•. br`,,,c, %#%5,rA� Map 195 Lot06 Frank Dirico •� Map 194 Lot 16 Frank Dirico Ma l o 5 L.o+ � kei� ,w S...r..,� A l cavc -O• .0A 30� c,.�.r.�.►�,. ,MA03a{m� AGENT OR CONTRACTOR Atlantic. Western Consulting TEL NO. (781 ;,' 932-r1 3.13 n r- ADDRESS400 W. Cummings Park, Suite 4050 Woburn, MA 01801 M DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No.8,ot*side), ncluding materials to be used, if specifications do not accompany plans. In the camof signs,give locations of existing signs anti`proposed locations of new signs. (Attach additional sheet, if necessary). Attach 3 panel antennas mounted. to pipes that will extend 5' above the top of the Fire Tower . The 3 antennas will connect to the equipment cabinets via a cable guide that will run down the leg of the tower. All associated equi ent will be located in an existing concrete building located at the b se of the tower. No additional buildings will be .constructe No equi ent •will extend above the height of existing Mass Stat 7 ce ip ritennae•. P Signed cYftr�cto Agent "Specs below line for Committee 4s R .-ei ' b .D.11 $ Date L t' ;, e Cert icate is hereby ' Date tftTT i Time '- Approved ❑ IMP TANT: If Certificate is approved,approval is subject to the 10 day appeal period provided in the Act. Sprint Consultants/Sprint PCS Sprint PCS 400 W. Cummings Park Suite 4050 Woburn, MA 01801 Voice 781 932 1313 Fax 781 932 9193 June 10, 1999 Mr. Ralph Crossen Building Commission Town of Barnstable 367 Main Street Barnstable, MA 02601 Dear Mr. Crossen: Pursuant to the newly adopted zoning regulations approved by the Town of Barnstable, Sprint PCS is respectfully submitting a building permit application for the addition of wireless telecommunications equipment to the existing Department of Environmental Management Fire Tower located 576 Oak Street. Per Section 4.8.4 (d), an antenna located on an existing structure that is not a communications tower, provided the antenna panels do not extend 12' above the height of the tower, is permitted as of right. As our plans indicate, our antennae will extend 5' above the roof of the lookout tower, well below the permitted height. Based on this newly adopted regulation, it is our interpretation that we are allowed to file for a building Permit and bypass the Special Permit process. Should you disagree with this assessment, please contact me and I will retrieve the application from your office for future use. Please contact myself or my attorney, Michael Davis of Brown Rudnick, at (781) 932-1313 or (4011)) 276-2644 respectively. We look forward to an immediate response. Sincerer , John Kovacs i GENERAL NO TES 1 . ADA COMPLIANCE: FACILITY IS "NOT- STAFFED AND NOT NORMALLY OCCUPIED. 2: FOR ADDITIONAL GENERAL NOTES AND DETAILS SEE ACCOMPANYING DOCUMENT, "STANDARD NOTES AND DETAILS". PROPERTY . OWNER COMMONWEALTH OF . MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 100 CAMBRIDGE STREET BOSTON, MA. 02202 PROJECT INFORMATION -SITE ADDRESS: 576 OAK ' STREET K BARNSTABLE, MA 02630 ZONING CLASSIFICATION:.. RESIDENT...F. ,DISTRICT AREA OF CONSTRUCTION (SQ FT): 45f° SQ FT PROJECT DIRECTORY' . �''` �•. � � j ti \�' H T. � r z � ti ... ,�� � "' . m C r. � � N c .� �' J, W .s� y cc m S C M !j � �--1 r. C'J �. N N .. 3- M � U Z 6� W � C T. �! d O: L 2 C O N a � L � C: O 1\ G E �.: � W ��' \. V Z V 1 N •.• .J - ' •� a ----_ - The Commonwealth of Massachusetts + =_ .- Department of Industrial Accidents :- . --- Office of/ntresmoo ions --- = � 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance davit name: •t_Jr e eh /0�au..Fain e**'.r.h n,• �h G location: 5`7(. Oct k E f e e f city q c/e,s a iff h 1*4-h j e-- /h /f tihone it ❑ I am a homeowner performing all work myself. ❑ I am a sole r netor and have no one working in ally capacity I am an employer providing workers' compensation for my employees working on this job. . comnanv name: Z-11 sOh CtIA A, .2A C. address: ..3.� :...a/-�h •fc�✓ S1'�r.e �.�" . .. :..: city: a/d-1 b'eb '-",t YC:QJ'fs /V phone#: insurance co. (l olicv# //// ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comvanv name• address: city: phone#- . ....:. .:.:.,:::.:. tnsarnnce ca. Ditty#.. :..;:.,:.,::.::.;•...: .., :•;;.;:.. ... ..:. companv name: ::..:., ::.;.:::;: :::.;:.;:•;..•:;........ address- dtvt phone M ....... .. Insure co. olicv# ;;::..;:;::>:::: ;;;.::...: .....: ,:.::;:.;:;<.;.:.. %%///%% Fallure to secure coverage as required under Section 15A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'Imprisonment is well as civil penalties in the form of a STOP WORK ORDER and a Me of 3100.00 a day against me. I understand that a copy of Oils statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cc and penalties of perjury that the information provided above is true and correct sigttature / Date 3-/ Print name V r m/-a r, Phone# I�i/j d t�lm qy a�li official use only do not write in this area to be completed by city or town ofncial city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contactperson: phone#; ❑Other ::............:... .:..... . (revam 9J93 PJA) Information and Instructions 5 Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law",an employee is defined as every person in the service of another under any court..:, of hire,express or implied,oral or written. An employer is defined as an individual, partnership, association;corporation or othef legal entity,"or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver c: trustee of an individual,partnership,association or other legal entity,"employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency`shill'withhoid the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions'shall-enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting "thority. s Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Departm of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and :.a .• date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you . are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be"sure that the affidavit is campl�; and pr; lgzibly.-711.-D:;partmcnt has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pmmit/license number which will be used as a reference number. The affidavits may be reburied io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would lr'ke to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Departineai's'address,telephone and fax number.The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Inves"galloos 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat 406, 409 or 375 i,4 CLERK '99 JUN 29 P 1 *07 Town of Barnstable Zoning Board of Appeals Decision - Notice of Withdrawal Appeal Number 1999-70-Sprint Spectrum LP Special Permit Pursuant to Section 4-4.5 Nonconforming Use and/or 4-8 Personal Wireless Communication Summary: Withdrawn Without Prejudice / - _ _ __ -___.- ,\ Petitioner: Sprint Spectrum LP d/b/a Sprint PCS FIDE COPY ONLY! Property Address: 576 oak Street,West Barnstable NOT RECORDED AT Assessor's Map/Parcel: Map 194, Parcel 017 Area: 0.36 acre REGISTRY OF DEEDS Zoning: RF Residential F Zoning District i Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal is a 0.36 acre lot commonly addressed as 576 Oak Street, West Barnstable. It is owned by the Commonwealth of Massachusetts, Department of Environmental Management(DEM)and is presently improved with a fire observation tower and a communication outbuilding. The petitioner is proposing to install 3 antennae to the top of the existing fire tower that would exceed the present he of the structure by approximately 5 feet. Associated equipment will be installed in the existing communications building located on-site. The property is located in an RF Residential Zoning District which only permits single-family residential dwellings as a principal permitted use of the land. The petitioner has applied for a Special Permit pursuant to Section 4-4.5 of the Zoning Ordinance- Nonconforming Use-and Section 4-8 Personal Wireless Communication(proposed). On June 3, 1999,the Barnstable Town Council approved a new Personal Wireless Communication Zoning Amendment. Subsection 4. Antennas permitted as of right in all zoning districts:, paragraph D) states: "An antenna located upon the roof of an existing building or structure other than a communications tower, provided that the antenna does not exceed a height of twelve feet, and provided that the equipment shelter is set back from the roof edge a distance equal to the height of the equipment shelter." The petitioner's application was submitted prior to the adoption of the Personal Wireless Communication Zoning Amendment. Under the new zoning amendment, the proposed facility is allowed as-of-right. The height of the proposed antennas will be 5 feet above the existing height of the fire tower,which is approximately 67 feet high, and the associated equipment will be installed in an existing building on the property. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 5, 1999. A 30 day extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 16, 1999, at which time the Board, per applicant's request, granted a withdrawal without prejudice. Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No.1999-70-Sprint Spectrum LP Special Permit,Section 4-4.5 Nonconforming Use,and Section 4-8 Personal Wireless Communication(proposed) Hearing Summary: Board members hearing this appeal were Ron Jansson, Gail Nightingale, Dick Boy, Gene Burman, and Chairman Emmett Glynn. At the start of the hearing, Chairman Emmett Glynn read a letter from Brown, Rudnick, Freed &Gesmer, dated June 15, 1999,which states"Pursuant to the recent adoption by the Town of Barnstable of a new Section 4-8 to the Barnstable Zoning By-Law,which permits the proposed wireless telecommunications facility by right at the site, Sprint PCS hereby withdraws its pending application for a special permit, without prejudice." Decision: Per applicants'request, a motion was duly made and seconded to allow Appeal Number 1999-70 to be withdrawn without prejudice. The Vote was as follows: AYE: Ron Jansson, Gail Nightingale, Richard Boy, Gene Burman, and Chairman Emmett Glynn NAY: None Order: Appeal Number 1999-70 has been Withdrawn Without Prejudice. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty . (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. V `f`!� Emmett Glynn, Chairmaj Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been tiled in the office of the Town Clerk. Signed and sealed this day of u'-hder the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 2 Pro-of of Publication LEGAL NOTICES Town of Barnstable Zoning Board of Appeals Notice of Public Hearing Under The Zoning Ordinance for June 16, 1999 To all persons interested in,or affectedPy the Board of Appeals under Sec.1 i of Chapter 40A of the General Laws of the Commonwealth.of Massachusetts,and all amendments thereto you are hereby notified that: 7:15 P.M: DeStefano Appeal Number 1999.67 Frank and Tracy DeStefano have petitioned to the Zoning Board of Appeals for a Special • Permit fora FamilyApartment pursuant to Section 3-1.1(3XD)of the Zoning Ordinance.The property is shown on Assessors Map 014.Parcel 019 and Is commonly addressed as 72 Cardinal lane,Marstons Mills,MA in an RF Residential F Zoning District. 7:16 P.M. DeStefano Appeal Number 1999-68 Frank and Tracy DeStefano have applied to the Zoning Board of Appeals for a Variance to Section 3-1.1(3XD)(b)to permit a detached handicapped accessible Family Apartment to meet the needs of one parent who Is ppaaraplegic(See,Appeal'Number 1999.87).The. property is shown on Assessors Map 014,Parcel 019 ai nd-is commonly addressed as 72. Cardinal Lane',Marsfdns Mills,MA in aA RF Residential F Zoning'District . 7:17 P.M. DeStefano . '.Appeal Number t9WW - Frank and Tracy DeStefeno have applied to the Zofring Boar�of Ap. " .for a Valiance to Section 3-1.1(DXd)to permit a handicapped accessible FandyApartmentwhichwiA contain more than 50%of the square footage of the main,dwelling.The applicants wish to use a portion of the basement for a physical therapy area for a.paraplegic parent.The pr±opertyle. . shown on Assessors Map 014.:Parcell 01.9 andAs.commonly addressed as 72 Cardinal Lane;Marstons Mills,MA in an RF Residential F Zoning District. 7:45 P.M., Sprint Spectrum LP Appeal Number 19WI SpHrK Spectrum LP.d/b/a Sprint PCS has petitioned.to the Zoning Board Gf.Appeals fora .Special Perririt pursu t to:Section.4 4.5 Noricoirtomdng Uio,to operate a PCS facility on . ;. ,the existing DEM Rre Tower.The ihstamaUofitrNolves the addition of three(3),irterwui to, the existing tower.:Radio.equipment•,will be•Instelledan the e)dstlng comrrrunlixttbr►s:room. The property is shown an Assessoes Map.I94.'Percel'017 and is c6Mmomlyaddress�ed es 576 Oak Street.West Barnstable.MA-Wan RF'Resiilantiel F Zoriing District. B:00 P.M.. Td/Cdlis Appeal Number 1999-71 Brenda Trl and Victor Culls have appealed the decision of the..Building Commissioner as defined Ina letterdstedFebnfary5,1999.TheButangComrniesionerhasstated'Younwst Cease`end Desist the use of your property as a commercial rldng'ecaderry at once.'The property is shown on Assessors Map 216.Parcel 076W00 and 076BOO and is commonly addressed as 2051.Mein Street,Bamstable/West Barnstable.MA in an RF Residental F Zoning District 8:15 P.M. Cateldo/Holiday Lane Realty Trust Appeal Number 1999-72 Paul A.Cataido,Trustee for Holiday Lane Realty Trust haaepplied to the Zoning Board of Appeals fore Variance to Section 3-1.1(5)Bulk Regulations to allow the owner to combine. Lots 5'and 6 to create one buildable lot totaling 21.211 square feet where 43.566 square feet is required.The property is shown on Assessors Map 267.Parcels 185 and 186 and is commonly addressed as House#30 and House#31 Holiday Lane.Hyannis,MA in an RB Residential B Zoning District. . 8:30 P.M. Redanz Appeal Number 1999-73 _ James W.and Paul F.Redanz(Cascade Motor Lodge)have applied to the Zoning Board of Appeals fora Variance to Section 3-2.1(1)PR Professicnal Residential District-Principal, Permitted Uses and Section 3-2.1(2) Accessory. uses.. The Petitioners ere:seeking permission to use a portion of the lot OV within the PR District as a parking lot accessory . to the motel and to satisfy pang needs of the general pubpo.The property is shown on Assessors Map 327.Parcel 150and Is coinrnonlyaddressed as 201 Main Street,Hyannis, MA in an PR Professional Residential Zoning District and B Business Zoning District These Public Hearings Will be held In the Hearing Rosin;Second Floor.New Town Ham,367. Main Street Hyannis, Massachusetts on Wednesday. June 16. 19%. All plans and applications may be reviewed at the Zoning Board of Appeals Office,Town of Barnstable, planning Department,230 South Street,Hyannis,MA. Emmett Glynn,Chairman Zoning Board of Appeals The Barnstable Patriot May 27 8 June 3, 1999 -AL-Sprint Sprint PCS' Crossroads Corporate Center, 1.Intemational Boulevard,Suite 800,Mahwah, NJ 07495 (201)512-4700 May 14, 1999 Mr. Ralph Crossen Building Commissioner Barnstable New Town Hall 367 Main Street Hyannis, MA 02601-3907 Re: Wireless Telecommunications Installation at DEM Fire Tower, 576 Oak Street, West Barnstable, Massachusetts Dear Mr. Crossen: As you know, Sprint Spectrum L.P., a Delaware limited partnership d/b/a Sprint PCS ("SSLP"), desires to install a wireless telecommunications facility (the "PCS") on the DEM Fire Tower located at 576 Oak Street, West Barnstable, Massachusetts and shown on the Barnstable Assessor's Plat 195 as Lot 17 (the "Site"). The Town of Barnstable, Massachusetts (the "Town"), through its building inspector's office, has requested that SSLP apply to the Barnstable Zoning Board of Appeals (the "Zoning Board")for a special permit to intensify the non-conforming use at the Site (the "Special Permit") prior to the installation of the PCS. SSLP has requested your permission to place certain temporary, removable wireless telecommunications equipment, as described on Exhibit A (the "Temporary Facility")on the Site pending the outcome of the Special Permit application. Please indicate the Town's approval to the immediate placement and operation of the Temporary Facility at the Site. By signing in the space provided below, you authorize SSLP to maintain and operate the Temporary Facility at the Site until any of the following conditions occur: (A) if a court of competent jurisdiction on appeal upholds the denial of the Special Permit by the Zoning Board; (B) if the PCS is installed and operating on the Site; or (C) SSLP receives written notice from you to remove the Temporary Facility from the Site as soon as possible. Upon the occurrence of any of the foregoing conditions, SSLP shall promptly remove the Temporary Facility from the Site. .a May 14, 1999 This letter does not constitute a permit to install or construct any permanent structure or fixture at the Site. This letter relates solely to the Temporary Facility and not to the installation of all or any portion of the PCS. Very truly yours, SPRINT SPECTRUM L.P. DON DIRECTOR-SITE DEVELOPMENT NORTHEAST REGION Acknowledged and approved on this day of May, 1999: TOWN OF BA NSTABLE By: Ralph Crossen, Building Commissioner i 0 Page 2 7919329193 RTLaNTIC WESTERN 139 P92 MRY 04 '99 10:45 Jp,.Mt Consultants/Sprint P(;1 Sprint PC" I(H)W. Omm)inp I'ark 1VuI?ni11, Ali, NMI V:ko Ihl IM! 1.4,13 I:1:. 'NI 931, 9193 4 May, 1999 Mr. Ralph Crossen Building Inspector Barnstable, MA 02630 Dear Mr. Crossen; Sprint PCS is proposing locating a temporary installation at the DEM Tower on Oak Street in Barnstable while the permit for a permanent installation is in the Special Permit process. The temporary installation will involve a Cell On Wheels (COW), an extension tower attached to a trailer which also has provisions for the location of the radio equipment. The extension tower will be erected to a height of approximately 30'- 0". The COW is designed to be completely portable so that the tower may be droppl!Id back into place and the entire assembly transported off site. Please contact me if you have any questions regarding this proposed temporary installation at 781-608-0075. 'Thank you for your questions. Sincerely, Dm,,�- , Rill Daniels ,*`"E'°"� The Town of Barnstable - BAMSTABI , : Department of Health Safety and Environmental Services Building Division lEb M►'t°i 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 22, 1999 John Kovacs Sprint PCS 800 West Cummings Park, suite 3225 Woburn, MA 01801 Re: SPR-009-99 Sprint, 576 Oak St.,West Barnstable (194/017) Proposal: Applicant proposes to attach 3 antennae to an existing DEM Fire Tower as well as locate associated equipment in an existing concrete building located on site within fenced area. Antennae will project no more than 5 feet Dear Mr. Kovacs, The above referenced proposal was reviewed at the Site Plan Review Meeting ofJanuary 11, 1999 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance and forwarded to the Zoning Board of Appeals with the following conditions: • The Applicant is required to submit a copy of the access easement. • The need for a propane tank or a generator will require further review by Site Plan Review. This site is located within the RF Residential District quid therefore requires action by the Zoning Board of Appeals. The Staff has some concerns over the access to the property. It appears access is over privately owned lots. Building Commissioner will discuss with the Town Attorney regarding the application to die Zoning Board of Appeals. Please note a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification is required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner RPL13MLI IG 11 7 GENERAL NOTES Ar LEGEND: I I. ADA COMPLIANCE. FACILITY IS NOT STAFFED AND BMW Foam _ NOT NORMALLY OCCUPIED. CCHOFWTE L y- 2. FOR ADDITIONAL GENERAL NOTES AND DETAILS —�� PROPERTY LIE mH LOCUS OAY I" ASEE ND ACCOMPANYING DOCUMENT. 'STANDARD NOTES 0-1 TREE LINED I ® auEA.10 �'° IpUTE a PROPERTY OWNER —0— ou9FU K PONE e¢ J' COMMONWEALTH OF MASSACHUSETTS g DEPARTMENT OF ENVIRONMENTAL MANAGEMENT g 100 CAMBRIDGE STREET CONCRETE PAD 4 it BOSTON. MA 02202 wPN�Lore / �'RE7/r or Iy► � v rRAAJK or,00 . c000 sRONE Ia-RAP ovAC.ew C � ��" rorinur iur ZONING INFORMATION PROJECT INFORMATION 1 ZONE RESIDENTIAL F DISTRICT SITE ADDRESS: 576 OAK STREET PROPERTY LINE SETBACKS BARNSTABLE, MA 02630 MAP 195 LOT a Pr.1 v PT ZONING CLASSIFICATION: RESIDENT F DISTRICT EL•1 -,y�� `_ _ - ro MIN. PROVIDED EL loom FRONT YARD, 30 FT. 43 t FT. AREA OF CONSTRUCTION (SO FT): 45t SO FT C Ail ANE OOERATOR o \ YAP IW IOr le ro /`9b TANK \ \ 1 I NTT I I I FRANK DOWD SIDE YARD 15 FT. 33 f FT. /^ ICE BMW - � a � REAR YARD 15 FT. NO NE K i \ TORm \ o I \ ob PROJECT DIRECTORY OWNER: SPRINT TELECOMMUNICATIONS VENTURE I °l I e 1 CROSSROADS CORPORAL ATE CENTER. SUITE 800 INTE_ MAHWAH. NJ 07495 ENGINEER:COLER & COLANTONIO, INC. 9 o ,� CONTRACTOR: 1.THE PURPOSE of i1u5 PUN B TO SHOW THE LAND SURVEYOR: COLER & COLANTONIO. INC. a, BY THE PROPOSED S RI THE PROPERTY AFFECTED MASS, STA� CYAN PROPOSED SPRINT SPECTRUM Y AFFECTED HIGH yy 2.PRWMY GEODETIC SURVEY CONTROL WAS A Y USING THE GLOBAL FROM A11 ON THE GROUND(GPS)SMV"O GENERAL INFORMATION. RO� USING THE 16.192 POSITIONING HORIZONTAL SYSTEM REFERENCED ON b' DATUNOVEM HE HAD 3 B SEDON R.6T7RQRCED (400F � DATUM rs THE HAD w BASED w THE crRs eo APPROXIMATE ELEVATION AT THE BASE OF "w W ` .L� WDE NO REFERENCE Eumsaa IKE aao coolmnuTES FIRE TOWER = 198E O /-/ ARE BASED ON THE MA FSSACHUSE IN STALE PLANE B (� F 1/ ACCESS ZONE 2�)�ATIDNS AM TaE��TO NM LOCATION AT CENTER OF FIRE TOWER: 1 29 VERTICAL DATUM. SPC NAD83 3 THE p ��ROM S(aA �NORTH)TO TRUE NF THIS SITE m 4e NORTHING: 2712385.9 LATE 41' 41 06.6' w THE NORTHWEST ORRECnON. EASTING: 968192.3 LON• 70' 21' 27.6' 4.PROPERTY LAZES SHOW HEREON WERE CCYPRID FROM VARIOUS PLANS OF RECORD AND 00 NOT Vl/ REPRESENT A PROPERTY LINE R£TRACEMENT 9M14EY. 5.UTILITY IFOINATION SHOWN HEREON WAS COYPBED USING PHYSICAL FEATURES,AND MARIONGS FOINO W DRAWING IMEX REV. 3 v j THE FIELD,BUT MAY NrNOOT NECESSUTILITIMARILY REPRESCONTRACTORENT ALI DUSTINGu (I a06 344 7233)A FIELD ro CONTACT DICS�AFE wmY LOCATION OF ALL UTwnES PmaE TO Al SITE PLAN 0 a.THE PROJECT AREA IS LOCATED IN FLOOD ZONE C A2 PARTIAL SITE PLAN Qe ELEVATION DETAIL O AS V FOR THE OAF aARNST FLOOD�INSURANCE RATE D1 DETAILS O NUMBER 2500M OO15C4 DATED AUGUST 19.198.5 D2 DETAILS 0 (FLOOD ZONE C-AREA OF MINIMAL FLODMG)L THE D3 DETAILS 0 PROOMITY OF THE LOCUS MIN RESPECT TO THE VARIOUS FEMA Z01SS WAS GRAPHICALLY DERIVED. D4 DETAILS 0 7.THE LOCUS PARCEL 15 DESCRIBED*1A OEM FROM D5 DETAILS 0 ig 10 o zo 40 CARY A COMMONWEALTH OF WEST HUSET T A TO El POWER AND ANTENNA SCHEMATIC 0 MAY A.ATWN 6 MA EST BARNSTABLE, AND RECORDED - C ME BARDISTWEALTH OF COUNT/REGISTRY OF DEEDS E2 EQUIPMENT LAYOUT AND GROUNDING O COMMONWEALTH OF YASSACHUSETis.0® SCAUD 1'-2W BOOK Ism PAGE 305 . B.THE LOCUS PARCEL IS SHOWN AS LOT 17. ON THE �.9 TOWN OF BJUOMABLL ASSESSOR YAP BLOCK 194. _ 9.THE LOCUS PARCEL AS SHOWN IS LOCATED a1 THE TOWN OF BARNSTABLE ZONING RCSTD04M F DISTRICT A AS DEFINED BY THE TOWN OF BARNSTABLE ZONING DISTRICT MAP DATED 9/1/98. COLER s DEM TOWER Sprint Spectrum LP Sprint Spectrum LP' COLAN TON 10 = 101 AKxMA Pak 1 16 781) ,MA 02061-1GB5 CLAY HILL(761)Bet-3400 ENCJNEERS AND SCIE?1115TS - 576 OAK STREET BOSTON MTA . , anm �. SITE PLAN, WEST BARNSTABLE. MA 02630 SITE NO. BS13XC31086 Y1 •lam � � f EXISTING �� • �/ . Y GATE 1 COSTING YSP METER DEL METER NOTE. % % % x X x AHD ITSRAL ANALYSIS FOR THE FOUNDA71ON HAS BEEN�PERFOR►ED AND STING TOWER D I - __ ANALYSIS SHOWS THAT THE TOWER STRUCTURE FUTURE FUTURIE AND FOOTINGS CAN SAFELY SUPPORT THE ADDITION LP OE]I�AI� OF SPRINT ANTENNAS. PROVIDED MODIFICATIONS EXISTING LP TAIIEf COSTING ARE MADE TO THE TOWER.FOR DETAILS SEE STRUCTURAL % PROPANE GENERATOR ANALYSIS CLAY HILL.WEST BARNSTABLE.MASSACHUSETTS TANK PAD x STE ID/M13XC31080 BY CIE ENGWEERMG NC. f11MM ® �� DATED 01/21/99. {QPT PPNO NO ANTENNA OR CABLE INSTALLATION SHALL BEGIN UNTIL THE TOWER MODIFlCAYONS ARE MADE PER THE c Ti CLE REPORT. x � /I&1 x � �0 EXISTING . QQvM CO)OlRC O� IIPRn/10E P'O<E -ANTENNA LI'-0' Ai EMPTY PROPOSED COSTING MOUNT STATE POLICE YX GATE T —R�0MT E7MNG BULDING MIFLACE PRO POLE ANTENNA x COSTING ANTENNA YPOUNT ' L •1 ANYONEPROPOSED xCOSTING ICE BRIDGE EXISTING < DISH ANIPpG`COSTING W+ EXSTING MSPWHIP ANT WHIP AHTFNNA N IDIDERDf t;PS ANnF]NA pjpOpOgAD��EA VEDIL ExisTINcX DI�GTENNA ALLW��ETRATIONP1toP'os�EXISTING MSP T®WHIP ANTENNA MOVED WIPROPOSED SPRlfTEiEV.-27W*M9. -----------. ANTENNAANTENKA�A) D/S,V,G COSTNG �, _ElEV._2W:k MSL ,�P OF TOWERPROPOSED 0B.J I 1 i C FENCE rNTi DISH ANTENNAPROPOSED MOVED WHIP CT'LANTENNA LOCATION OPS ANIF)NA I---- 7 BARBED WIREANTENKA� WHIP AG ESP -- �S ANTRA L----------- JB:Te WHIP ANTENNA % Y X 70 BE WM) COSTING DISH ANTENNAS COSTING YSP EXISTING OVERHEAD WHIP ANTENNA '1 PO�WERN PANEL VENT G CABLE TRAY < EXISTING EXIsnNG vENT ANTENNA ORIENTATION PLAN DISH ANTENNA TELCO PROPOSED® NOT TO SCALEPPC MINI f PROPOSED ANnDNA Tp fI2 tjp Aj PROPOSED CABLE% ® c x x x x X X ATTACHMENT TI, NAYEM7DE r IADOER p B NOTE& COSTING 6'FENCE WITH BARBED WIRE 1. USEE>aSTlD WALL PENETRATION fOt COATOAL CASES DETAIL PLAN ExmnPROPNE OOSTINc- i OD COAX AT CABLE TRAY ON ECTLY SCALE 1•-s. TANK CONCRETE AWA POMER CAM NET.175E 10'JUMM Nam - BUADI FROM TRAY 10 CARNET. FOR TIE BETA AND GAMMA ANTDNA$,REMOVE ELEV. - 198't MSL IMP E>QSiNO POLE MOUNT AND REPLARE WIN S END AT IMAM[DUDE 1 O ADEQUATE LDIQM r O.D.PPE USE AMPE7IM ATTACNlD TO TTriE1t EM(LOSURE AND ANIDNA MOURTMD POLE ABBREVIATION LEGEND PRC PRIMARY RADIO CABINET �������ON PCS PERSONAL COMMUNICATION SERVICES SOUTH EEV PWR POWER G GROWIH CPS GLOBAL POSITIONING SYSTEM A I 1-DEM TO 101 „ Sprint Spectrum LP + Sprint Spectrum LP C O L E R E. Accord Pak Dr!" � LAN TON 10 Norw il.MA 02061-INS a (781)M-� CLAY HILL pro M PAPAL SITE PLAN g ELEVATION ENGINEERS AND SCIENTISTS 576 OAK STREET BOSTON MTA manna Or" r we a WEST BARNSTABLE. MA 02630 SITE NO. BS13XC31OB6 "' 0°1 ft� " cm N" -` •'IB"a 11_790 fd ' r nM BLE CONDUIT PRE_CST N TIES o 18 D �-CAST 31 �Mr "° STRUCTURAL STEEL NOTES: CONCREME fMD •Ire OTHUM RIGID GALVANIZED STEEL 1. ALL STEEL WORK SHALL BE GALVANIZED AND IN ACCORDANCE WITH THE SUPPORT POET SPECIFICATION ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE DONE USING E70X0( ELECTRODES AND WELDING SHALL CONFORM TO RISC AND AWS D1.1. WHERE FILLET WELD SIZES yy ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 3 �' RISC •YlWUAL OF STEEL CONSTRUCTION 9TH EDITION. AT THE • t•.•;.r nmt m COMPLETION OF WELDING, All DAMAGE TO GALVANIZED COATING �':"�'C ='•::%v."',t +•:.+ Ea SPCD SWILL BE REPAIRED.3. BOLTED CONNECTIONS SWILL USE BEARING TYPE GALVANIZED ASTM t.A 70TAL OF 1lIIEE OONOUiS ARE RWTED ro cENau7TII TWUEL n g A325 BOLTS (3/4• DNA) AND SHALL HAVE MINIMUM OF TWO BOLTS A T N A MANNER THAT m AREIES A owrwWATERITIR CONNECTION. N. 4 UNLESS NOTED OTHERWISE """'�"`� THESE ARE A r LEADING FROM THE METER F1ISED DrSCOM10CT 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DNA. SWITCH WK.A r MONO ro THE PPC W AND A 3/4' GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE t.VERIFY THE SIZE OF THE SPRINT DERGOU.Y GENERATOR IFADNO TO THE TE1G0 PANEL BON. WITH THE SUPPLIER !!� 7.THE BITTED CONDUIT CONSISTS OF RIGID GALY.STEEL CONDUIT PPE 5. CONTRACTOR TO INSTALL ACCA TO MOUNTING PRAISE WITH AND G JOMED WITH THREADED CONNECTORS ABOVE GROUND BY GONG 4-1/2• DLA BOLTS-ACCA TO BE PROVIDED BY LUCENT. 2.REMOVE SIONE,AND LEVEL AREA PRIOR TO SETING PAD 1.VERIFY THE SIZE OF THE SPRINT PROPANE TANG SATE FTDOBLE ElEC7RII91L CONDur. te. PER &INSTALL PRECAST CO AMM PAD N ACCORamm WITH WITH THE SUPPLER. a THE nMOBlE CONDUIT S CONINE1Cim TO THE PANELS MAHiACTURIE S RECOMMOIDA!ION FOR BEDDING AM ANCHORING 2.ROME SIONE,AND LEVEL AREA PRIOR TO SETTING PM BY WATERTIGHT THEADED PANEL CONNECTORS DETAIL OUTDOOR PAD FOR GENERATOR a INSTALL PREAST CONCRETE PAD N ACOO RDANM WITH GENERATOR POWER CONDUITS 301 DETAIL MANUFACTURERSKnOW FOR EEDONc AND ANCHORING REBAR PLAN NTS OUTDOOR PAD FOR PROPANE TANK SECTION C DETAIL 9 DE AIL fm 381 A •® FINISHED AC PAVING FINISHED GRADE OR NEW HOT THICKNESS 110(ASPFLALT SURFACE COAT OR CONCRETE PAVEMENT ro WITCH OF EMSTING PA PUCr1Ei�CO�S WIM TRENCH SITE WORK GENERAL NOTES: ---- TACK COAT I• MN P=T � 1.THE RUCTIO CIOR SFf1111 CALL UTILITIES PRIOR TO TIE SdRT OF UNDCSTURBED i CONIRIICTION. E ASPT4r ,Q 2 2 ALL TIES WHINO ACTIVE SEWER,WATER GAS.ELECTRIC.AND ROT h COMPACTED BACITU MATOR AT ALLs MMFAE WHEpRQREp N THE WOF06 S PLOP BE PR0IELON PRFAAUAT ALL TINE''..,AND WHREL CATERED DI R THE PROPER EIE7GI77TON OFBE RISDATED AS pRECTED 8Y ENGINEERS SHOULD BE USED BY THE CONTRACTOR WHENEXCAVATING OR PER DRILLING AROUND OR WAR UTWTIES 1= AR01lf♦O Slff� BFCKFLL CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORIONG J� PAVEMENT 1 (SAPID OR NATIVE SOIL) CREW.7HS MWL N(S10E BUT NOT WEED 4/�FALL PROIECIION �.N ELE1CTtlC1L CONDUIT B)CONFINED SPACE C)ELECR M SAFETY D)TAOK3iRIG A EXfAVARON llGENERATOR -- a ALL SITE WORIC 91ALL BE AS INDICATED ON THE DRAWING AND llITlllY MIA(tllfl0 TAPE p STIPULATED N THE SPCCWWA710H PROJECT SUMMARY. E PIPE(�Vim) J•PVC SCH 40 G7 4. yp� B• RER SN ALL RE11(jvE�D Fx`a N ShE Aw osPOS�ED OF r. COIDUT DDR OO�a in BAC FILL &THE SITE SWILL 8E GILDED IE CAUSE 0WNFACE MISTER roFLOW /0 TRENCHING AWAY FROM THE PCs ET T MATIR AND ALL 13 AREAS SEE IE17N 790 OR ECIMIFOR &NO FILL OR ELNaAHoort wTERV1L 5HN1 EE PLACED ON FROZEN GROUND. FROZEN wTr1aAL.s.SNOW OR ICE SHALL.NOT TE PLACED OR w OMIG TYPM/iL PIPES SEE DETAL N ANY FLL OR aBiV!4KrtFR. GRl OR CONDUITS7/ 7.THE SUBGRAOE SHALL BE COMPACTED AND BROUGHT ro A SMOOTH BEDONC MIN lNEORY GRADE PI!IOR TO FU6HIED SWJRFAGE APPUA7pN. PPE�� � &ALL DUSTING INACTIVE SE M WATER GAS.ElECIRIC AND OTHER „ *AS SHOWN UTILITIES,WHICH wTaw E WITH THE ommi 10N OF THE*OR1C, W PLANS SHALL BE VE7 A►D/OR CAPPED.PETALED OR OTE7CWISE DISCONTINUED AT POBfiS WHICH WILL NOT INTERFERE WITH THE ' DCECUIION OF THE WOFM SUBJECT ro THE APPROVAL OF NOTE ENG0433M N PIPE ANCH R 70 RA 6 TYPICAL TRENCH MIT WE JOINT SERVICE TRENCH G HOT AREA:Of THE oT 1 Y THE woRIL AND S TI+Ru N DETAIL BURIED CONDUIT NOT COVEJLED BY THE BUlJ1lK•OR TY DISTURBED Y,SHALL BE GRADED ro A UNIFORM IN T E:SPECIFICffnUZM SEEDED,Arm co WOW WITH IAxeN SECTION - PIPE PENETRATION AT C �m N SHALL sPEaE,ATON ` NTS 325 REV.& ELECTIMLEPHONE/GAS to CONTRACTOR swul MNI,aE asruReAFFCE ro oostuc SITE aNrNc COS"WTION. EROSION CONTROL MEASURM P RFDUItED DURING CMU WALL (CONC. WALL. SIMILAR) 04 cu�SI so AND CONFORMANCE CONTROL.WITH�LOCAL NTS DETAIL NTS _426M A i Sprint Spectrum LP Sprint SpectrUM LP C O L E R & 101 Accord Park OrM DEM TOWER COLAN TON 10 2 N-*-%MA 02061-IM CLAY HILL - IssuWD WIRE eaNelfueffan Is M w pet)Bez-s400 IWSUEo ROq ALyp . me in ENGINEERS AND SatNnsrs 576 OAK STREET BOSTON MTA WEST BARNSTABLE, MA 02630 SITE NO. BS13XC31086 `° "" " "°° ` J00"a °wAm"wem GENERATORAC CABINET TEL CABIIET FABRICATION NOTES: RECEPTACLE 3.00'. - 18.00' ' . RECCEPPTACLE -1I-11 6.25 1800' THE BIS FRAME IS MODULAR AND CAN BE FABRICATED TD BE ASSEMBLED IN ANY CONFIGURATION (I.E. ROOFTOP. PIERS, OR SLAB) BY USING DETAILS 455, 456. AND 458 AS NOTED BELOW. 000c A FABRICATE THE BASE BTS FRAME AS SHOWN IN DETAIL 455 AND ® cooc 1. DRILL ALL HOLES IN THE BASE BTS FRAME REQUIRED TO ASSEMBLE AND INSTALL THE MEMBERS SHOWN IN DETAIL 456 FOR THE PIER CONFIGURATION. coon METER ADAPTER 2.ALSO DRILL ALL HOLES IN THE BASE FRAME REQUIRED TO ASSEMBLE AND D BRACKET�TIUNAL) O 8 INSTAL THE MEMBERS IN DETAIL 458 FOR THE ROOFTOP CONFIGURATION. g B. THE MEMBERS IN DETAIL 456 AND 458 ARE IDENTICAL FABRICATE THESE MEMBERS _ BY DRILLING ALL HOLES SHOWN IN DETAIL 456 h 45B TO BE INTERCHANGEABLE FOR q 000 '� - •.r•r EITHER THE ROOFTOP OR PIER C01FWMTION. - '� occo 000o NOTES FOR ORDERING EQUIPMENT FRAME r o000 FOR A SPECIFIC SITE OR BULK ORDER OF THE EQUIPMENT FRAME• FOLLOWING GUIDE 02.5' • • • • LINES SHAU BE USED: 0 •iS' A O O O APPLICATION ORDER FRAME PER 02.0' �1.37 ' 4 AI 04•0' ON PIERS p :• 00 4823' ON R BOTTOM VIEW- AC 8,R= 4 - 92S' 'SEE FABRICATION NOTE B. SIDE VIEW— AC &TELCO FRONT VETT— AC &-MOO REAR VFW— AC R TELCO W6 L4x4 1 4 3 SIDES (n'P) WB . / ) BOLTS L4x4 (� WA MOUNTED POWER PROTECTION C INET NM 73 GUSSET L4x /8' 1,4 1 1/r Atp) IMI C 3' 3 EO SPACES - 9'-3' 5 1 2'-3 9/1C 10 5/1 V-11 Ile W6x15 906'x 1_ 20 BOLT OWf 1/4'SLIIREp HOLE 1/4 PLACES) 4 Y O Y motwna PPE r GA -N Y-2 5/16' 3 MOLROEo PPE W. . 2'O.D.PIPE SUPPORT 4' im U--6w 4' 1/2'U IFBOIT W6x15 (MICROFIECT ANTENNA L 610S11/4-W L BbSA/4Se4' 2 7 2'THK.PANEL ANTENNA TOWER ROOF L 7b411/4111'-=' L 7y95A/411'—r 2 7/r Epp�p TYP I. OR 8p1T8 DR epl7>� i SIDING REMOVE NUM SIDING REMOVE AS NEEDED REMOVE AS NEEDED r effigo .) a 11 BOLT I 2-3/4'e O 3 3/4- - 3 1 3(TYP) D FLI►91 TO♦ P06T 1 RE110YE TNWEL(rwJ i N W6 B A1OMJM SEW AS REWJ/4ED 2-1/Y 8 80Lm 4'x4'POSE 4•-J/r LAD BOLT9. 4'x4'POST DIRECTION FOR 1 xt SLOTTED HnE N •4'Q.C. 1/r TRIM N'O.G Q-13x3x1/4x3 1/2' L.G 3 8'/ r L M WITH ANSION wnNDows--� h � /RNER d 3caRI+�/6. Ns s FS7 (AR 6aEEUE1R A A e J10 POWER PRIMARY GROWTH - °E CORNER DETAIL CORNER DETAIL ; ? AT WINDOW JAMB ( ABOVE WINDOW JAMB (]� SCALE I'- W SE/1L• E• I. -S W6or 7 (TYPO BOTTOM FLANGE 1/r ELEVATION Am CABINET MOUNTING FRAME LY CONCRETE SLAB PCS EQUIPMENT ON CONCRE SLAB (3 CABINETS) ANMNA MOUNT AT FACE OF NOTE: 0'USING E-CELL CABINETS. REFER TO THE CABINET MOUNTING FRAME WOOD FRAMED WALL I MODIFICATION DETAILS PROVIDED BY LUCENT. DETAIL DETAIL J REV.,& NM M.T.S A C DEM TOWER - Sprint Spectrum LP OMER s I01 Accord Poh D.n„ Sprint Spectrum LP COL/L N TON 10 = Noo .MA 02061-16M CLAY HILL °y ISSUED FOR (78I)98 ISSUED 576 OAK STREET BOSTON MTA En„»,aL�nn 6, „� ,■ DETAILS EIGINFERS AND SCIENTISTS WEST BARNSTAB MA 02630 w am et�a°e er °« r►o DR MNO xuuaA LL AEV SITE NO. BS13XC31OB6 J` roe N0 — — s ELECTRICAL SYMBOLS ® GROUND ROD WITH ACCESS 6 XIT GROUND ROD ® GROUND ROD Q� DISCONNECT SWITCH ® METER ON METER/BREAKER UNIT GRAD - , 0 2 D y CIRCUIT BREAKER —�� — 8 AWG FROM C® GENERATOR _ o GROUND1°f 0 /t� /� ° o ° ■ CADWFID TYPE CONNECTION CA01NF1D - - 2 " o ° 0 GROUND BAR ° ° o ° o 0 COMPRESSION TYPE CONNECTION ON WALL OR ° ° ° Of ° o ---- GROUNDING WIRE ON ANTENNA 3 ®° ° °l° ° TOWER ° o ° 1 REPRESENTS DETAIL NUMBER 2 APWC BNO GROUNCWD O ABBREVIATIONS o 0 0 0 0 AWG AMERICAN WIRE GAUGE QO 0 0 0 0 0 0 0 0 0 LEGEND BCW BARE COPPER MARE O O GROUND ROD COPPFRWELD t— COPPER GROUND BARI'.•X 4 X 20•.NEW.-ON INSTRUMENT CO. CAT. NO. . GPS GLOBAL POSITIONING SYSTEM 5/8.0X10'-0'LONG B-8142 HOLE CENTERS TO MATCH NEW DOUBLE LUG CONFIGURATION ' PCs PERSONAL COMMUNICATION SYSTEM 2- INSULATORS. NEWTON INSTRUMENT CAT. NO. 3WI-4 PPC POWER PROTECTION CABINET 1 3— 5/8•WCKWASHEIM NEWTON INSTRUMENT 00. CAT. NO. 3015-8 PRC PRIMARY RADIO CABINET 4— WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO.CAT NO.A-6056 RWY RACEWAY 5- 5/8-11 X 1• H.H.CSBOLTS.NEWTON-INSTRUMENT 00. CAT NO. 3012-1 TYP. TYPICAL RGS RIgD GALVANIZED SIT>:l. 7W0 HOLE LUG 7D BE USED WITH ENT ELECTRICAL METALLIC TUBING ,BUNG OAR�GROUND GROUNDING — STANDARD DETAIL DWG DRAWING GROUNDING — STANDARD DETAIL AACCCA AIGR NTENNA GROUND DCOI R ASSAY - GROUND ROD INSMUTION OF GROUND WIRE TO GROUND BAR GROUND BAR DETAIL MIGB MASTER ISOLATED GROUND BAR - C CIBGE COAX ISOLATED GROUND BAR EXTERNAL BTS GEN �E TRAN MISSION srsra DETAIL 503 DETAILOETAIL 509 GR GROWTH REV. iLTS REV.© SSLP SPRINT SPECTRUM LIMITED PARTNERSHIP DETAIL 500 . ' FROM ANTEN NOTE 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT IN GROUND MARE DOWN TO CIGBE AGCA ENCLOSURE 12'APPROX.. TX/ILX S.I I/ 3 3/4' WALL OR R ANTENNA CABLES ANTENNAI.NCAABLE (TYP. ) WEATHERPROOFING KIT.ANDREW WEATHERPROOFING KIT7 12 CABLE GROUNDING JUMPER RR7�9UIRED ONLY J221213. (TYP.) <. ANDREW #221213 KIT(TYP.) WHEN 1 1/4 AND LARGER STANDARD RW DK ANDREW (DREW CABLE GROUND KR _ �•) i /6 AWG STRANDED COPPER GROUND (SEE NOTE) WIRE((GROUNDED TO GROUND BAR TO JUMP /6 AWG (TYP. ) (STANDARD ANDREW GROUNDING KIT) CONNECTION OF CABLE GROUND KIT ANDR TD ENNA CABLE(nP) B TO CPS NA CONNECTOR ABLE ANDREW MULTIPLE BU�LIM4EAD FNTTWICAANTEN EE ENTRANCE WALL/ROOF ER;ROOFINC ACCA ENCLOSURE 12•APPROX FEED THRU ASSEMBLY 2 1/2• DUB 2• 6 AWG MAIL W FROM ANTENNA N GROUND NEWTON INSTRUMENT CO. FRAME SUPPORT N�L'W�fO NSIUIIILAR�U INSULATED GROUND BAR WEATHER P FlNG KR--� (COPPER) MOUNTED HEM/BELOW — . ANDREW 221213 ANTENNA ' CABLE GROUND KIT 02 AWG BCW TO MICE 'WIRE SSTR LIED TO COPPER GROU GROUND BM /2 AWC B 0CW / GRWN RBONDED (STANDARD ANDREW GROUNDING W) �MCA 8 Y GROUNDING — STANDARDDETAIL GROUNDING — STANDARD DETAIL CONNECTION CAB G K CABLES INSTALLATION WITH WALL/ROOFTO ANTENNA CABLE CONNECTION OF GROUND WIRES TO FEED THRU ASSEMBLY GROUNDING BAR CIGBE NOTE 00 NOT ANDTO ALWAYS BDDIRREALL CEGRODUNOD WIREITDOOTWN�D DETAIL 519 DETAIL DETAIL 522 513 NTS REV. A C O L E R & 101 Accord Park OrM DEM TO WER �- Sprint Spectrum LP Sprint Spectrum LP COLAN TON 10 Norrall.MA 02051-1685 CLAY HILL swm FOR caraYRvcllon (761)t182-5400 576 OAK STREET BOSTON MTA MWW FOR RaHn ® DETAILS I ENGINEERS AND SCIEN715T5 WEST BARNSTABLE. MA 02630 .a aa[ maoa s. o«SITE N0. BS13XC31086 .sw �.— joB NM ORAMING NUMBER REV i COAXIAL CABLE PROPOSED ICE BRIDGE PROPOSED ANTENNA CABLE 1 RIGID STEEL TOWER CONDUIT PLU� RIGID SfFEL. ffr MEMBER COUPu0LING D EXIST LATTICE LAID ERRIW 1 PAD NCRETE FIRE TOWER Mot INTING 6' GRADE 3'i3'xM*ANGLE PLATE HOLES (/}f�I�Y��TOWER Gs¢..••��i:%'Y:: .'i':�3 7r''•?!, R� GMIUF.) CABLE WING (4) S/18'LAC DOLT(IMP.) (TYP. ) 3/4'X 2-1/4'Lt. BOLT PARTIAL ELEVATION MT WASHER AND LOCK NUT I OF TOWER RIGID EXISTING WALL ENTRY PANEL CONDUITCABLE MOUNTING DETAIL (TYPICAL FOR OPPOSITE SIDE) iE0.OUT PVC SCHEDULE 40 HANGER BRACKET TYPE DOUBLEJARIGID STEEL SIZE AS SHOWN LEVEL CHAHNEL/27'BRIDGE PART TO PVC ADAPTOR ON LAYOUTS 1802257 CABLE SNC OR MAXIM -O M 1 HEllUC NOMINAL HANGER CABLE TO CABLE MAXDIUM FOR CABLE MAHIGER COAXAL CABLE CABLE ANDREW SPAC `IANGQN SPAq YCB SEE TABLE K4N ANDREW GT. No. SIZE CAT. No. D Y LDF7-SQA 1 5/8- 206706-4 1/2' 3'-0• RACEWAY — STANDARD DETAIL 'I CPS ANTENNA CABLES UNDERGROUND CONDUIT STUB—UP FIN.GRADE �O ) PROPOSED ANIEMN CABLE 11 OAXIMAELLJA7L NOMINAL HNANGER CABLE TO CABLE MAXIMUM (BENDING RADIUS PER . CABLEYIAVE GAL No, SICA EE GCATLJ AVE SPA p WINGI MANUFACTURER'S STANDARDS) . 810820-001 1 1 5/8-1 915661 1 1/2• 3'-0• ELATION SECTION NOTE'DETAIL USE EMIING MICROFLECT WALL C NTS S66 PENETRATION FOR COAAAL CABLES CABLES SUPPORT ON ANTENNA TOWER DETAIL 565 ICE BRIDGE GROUND ' 1UG To ANTENNA DETAIL 76 N.1 ANTENNA GROUND BAR CIGBE i STEEL SUPPORT TOP OF TOWER STANDARD GROUNDING KIT(TYP) FRAME - F PAIL' . GROUND ROD CABLE ANDREW MANUF.MIN. (T.NP.) 2 AWG My NOMINAL NOMINAL CABLE CALREWAVE NANUF. MIN. �'r TYPE CABLE LANCER BEND RADIUS TYPE CABLE HANGER BEND RADIUS ) /6 AWG(PROVIDED WITHI GROUNDMC 10T TW) CABLE 92E NUMBER TYPE NUMBER CABLE SIZE NUMBER TYPE NUMBER i ' 1 5 8' LDF7-5OA 4239GA-2 ExsTl+c I / zo' 1 s/e' 810920-001 915661 �. GROUND RING ' COAX CABLE POWER PRIM. i (TYP FOR Ay) t CAQ RADIO yg I ANTENNA MRGROUND R CC . BOTTOM OFT . COMPRESSION I WG STANDARD WIRE ' CONNECTOR SEE DETAILI - GROUND KIT(TYP.) ( ) 3/8•FTLI.ISTER-HEAD BOLTS.LOCKWASHERS AND NUTS FOR B I (2) /2 AWG /6 AWG LUG ATTACHMENT OF CABLE HANGERS TO SUPPORT BRACKET I ANDREYS HARDWARE LOT TYPE NUMBER 31769-5 I i TO ACCA VA TRAY OR CEHRIDGE (NUMBER OF KITS AS REQUIRED) GRADE GRAVEL YARD r � 2 AWG BCW � 1. WHEN USING PIROD COMPONENTS AS SHOWN IN STANDARD DETAILS. MAXIMUM ALLDWABLE SPAN CADWFLD GROUND BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET CONNECTION S——— — ———S FOR 20.FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL 2. WHEN USING PROD COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS.THE SPLICE SHODU) NOTE I.FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION BE PROVIDED AT THE SUPPCFr.-. IF POSSIBLE. OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 16000 h SAP REOUIREMENT. 3. WHEN USING PIR00 COMPONENTS.SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE 2 ENLARGED MCB IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED R1 NUMBER OF GROUNDING BARS MAY VARY DEPENDS ON THE TYPE CA TOWER ANTENNA LOCATIONS ENDS OF ICE BRIDGES.WITH A MAXIMUM CAKTILNER DISTANCE OF 2 FEET FROM THE SUPPORT TO BA CONDUCTORS TO THE R. AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. THE FREE END OF THE ICE BRIDGE. 3.LOCATION OF THE MCB'S TO BE DETERMINED IN FIELD AND MAY BE 2.A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA M REGURED. 4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE LOCATED AND SUPPORTED AS CLOSE TO EQUIPMECONFIGURATIONS. AS FTJ15181E AND THESE MGM TO THE ORIGINAL CHANNEL.OR EI)UNAENT. FINISH. PRACTICAL TO ACHIEVE THE DESIGNED CONFIGUMDONS. GROUNDING — STANDARD DETAIL 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS o7HER THAN PIROD. ANMNNA CABLE GROUNDING FOR TOWER PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE GROUNDING — STANDARD DETAIL DETAIL G G MANUFACTURER'S APPROVAL N.T.S 57`� 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETAILS EQUIPMENT GROUNDING REQUIRE ENGINEERING APPROVAL_ N.TS. 69 A � C O L E R & 101 A000.e ParkDrtra DEM TOWER ' Sprint Spectrum LP Sprint Spectrum LP COLAN TON 10 i No"e"YA 02061-16M CLAY HILL Mm FOR m m �. ENGINEERS AND SCIENTISTS (7B1)982-s400 576 OAK STREET BOSTON MTA A. ®m ron REWN m M " DETAILS WEST BARNSTABLE, MA 02630 SITE NO. BS13XC31086 'n 0°` �OQ Or /D 1_ roe Na pRAwNa Hu�mER RRA'AI nnA FyCPS ANTENNA (SUPPUED BY LUICENT) 2 CABLE TO PIPE CONNECTOR CELL SLiE INSTALLATION NOTE% D WDY TYPE GAR 2 PLa) B. ANTENNA COAXIAL CABLES (WAVEGUIDE): 2 AWG EICW THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT NOTE THE RF TRANSMISSION LINE INSTALLED BETWEEN THE PRIMARY RADIO CABINET 2 PACs) DOCUMENTS(Ln PROJECT SPECIFICATONS,SPRINT STANDARD PRACTICE, LUCENT DOCUMENTS, (pRC), FURNISHED BY LLICENT.AND THE ANTENNA CONSISTS OF A COAL AL CABLE, MOUNTING LT HOLES FOR ADJUSTMENT ETC.) i17R USE THESE NOTES 3NN1 BE UIRRED FOR THE CONSTRUCTION OF THE CELL SITES SOMETIMES REFERRED TO AS A WAVEGUIDE BRACKET PLATE 70 ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION REQUIREMENTS. I. �/ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTATED WITHOUT LOOPS OR PIGTAILS. 4 A. GROUNDING 2.ANTENNA ANTENNA CABLE MAIN� 9MLL NOT BE INSTALLED ON THE JUMPER BETWEEN 3.ANTENNA COAXAL CABLE GROUND KITS SWILL BE INSTALLED AS CLOSE TO THE CONNECTOR i O 1.ALL IRTA_CONDUIT FOR GROUNDING DOWN CONDUCTORS SWILL BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS. AS POSSME AT EACH ANTENNA. IF THIS IS NOT FEASK&THE GROUND KIT SWILL 2.GROUNDING CONDUCTORS SWILL BE CONNECTED TO THE MAIN WATER PIPE USING A BURNOY TYPE GM-M CLAMP. BE INSTALLED.IMMEDIATELY AFTER THE BEND ON THE FIST STRAIGHT RUN OF 3 3. KOPR-SHIELD MCI-OXIDATION COMPOUND SHAD.BE USED ON ALL GROUNDING CONNECTIONS THE CABLE. THE GROUND KR SHALL BE INSTALLED ON STRAMNT SECTION OF CABLE ONLY 4.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CAMLD,PROCESS. AND NOT ON BENDS. 5.ALL CADWEIDS.SLNLL BE INSTATED USING THE PROPER CDNECTION/MOLD AND LATERALS FOR THE PARTICULAR 4.ANTENNA COAXIAL CABLE SHALL BE INSTATED M COMPLY WITH THE MANUFACTURERS CONNECTION AHD/OR APPLICATION. MINIMUM BEND RADIUS SPECIFIED BELOW. THE CONTRACTOR SHALL INSTALL RACEWAY OTHERS PIPE BY FOR COAXIAL CABLE USING THE PROPER FITTINGS NECESSARY TO ENSURE THAT THE OTHERS GROUNDING KIT TEE CONFCT)ON + � � MINIMUM BEND RADIUS REQUIREMENTS ARE MET. COAXAL CABLE MINIMUM BEND RADIUS _ 0 COAX CABLE ANTENNA POST /2 AWG BCW LUG ) MINIMUM BENDING RADIUS PER ~ACRIRER CABLE TYPE CNI E 9 • RA Nmum�, M OR NMNN CCOMM O N 4 YANUFACTHRER'S STANDARD CAOWEID a D BAR B AWC GROUNDING KR - /2 A.BCw /2 AWC /z ivxc BCw CABLE(PROVIDED WITH ICI) - CPS ANTENNA MOUNTING BRACKET /2 AWG BCW 8.ALL tOUED GROUNDING CONNECTIONS SWILL BE INSTATED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR • BOLTED DINCONECfpNS 9HIALL BE A MINIMUM OF 3/8'DIAMETER AND SEAL BE STAINLESS STEEL 7. GROUNG WIRE SHALL NOT BE INSTALLED THROUGH TED OR ROUTED THROU HOLES IN ANY METAL OBJECTS OR SUPPORTS TO S THE GPS ANTENNA COAXIAL CABLE SWILL BE A CONTINUOUS CABLE RUN, FROM THE NOTE. PRECLUDE ESTABLISHING A'CHOKE'POINT. CONNECTOR AT THE ANTENNA HEAD TO THE CONNECTION AT THE BTS CABURIET,WITHOUT JUMPERS, (j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f TD THE REQUIRED LENGTH (MINIMUM OF 18 INCHES USING A GROUND WIRES)TO THE RICE(!(WHEN FACING THE ACCA FROM THE REAR OF THE PRC), HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW e.AL ANTENNA COAXAL CABLES SWILL BE MARKED AND TAGGED IN ACCORDANCE WITH E SHAI I�RL' IICI'Il THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL REQUIREMENTS IN PROJECT SPECIFICATION G-002.SECTION 16000,PARAGRAPHS 38 AND 37. AGAINST THE NEOPRENE GASKET ATTACHED 7D 714E ANTENNA YOUR. THE FIGURE BELOW INDICATES AN EXAMPLE OF 714E COLOR CODE MARKED ON THE COAXIAL CABLES FOR THE NEW YORK WTA 3.THE MOUNTING STRUCTURE USING - FABRICATED S SHOWN AND ATTACHED THEN TO A APPROPRIATE 9. SINCE THERE ARE A NUMBER OF DIFFERENT COAXAL CABLE ENTRY IIATCHPLATES THAT MAY SUPPORT S LATE USING USING U-BOLTS. THE SUPPORT PIPE SFIALL THEN BE ATTACHED TO 714E DEPICTS CHOKE POINT(NOT ACCEPTABLE) BE SUPPLIED WITH THE ACC.THE CONTRACTOR SHALL ORIENT THE COAXIAL CABLE MOUNTING PLATE 11SNG THE OVERSIZE U H THALTST PROVIDED IN I DEC ADJUSTMENT. R S DCRITICALEENTRANCE INTO THE ACCA IN ACCORDANCE WITH THE DIRECTION ISSUED BY EACH MTA THAT TNF CPS A�I7�?�• 5 MOUNTED SUCH THAT T IS WITHIN 2 GRFF'C OF y AND THE THE FIGURE SHOWN BELOW INDICATES THE PROPER ORIENTATION FOR THE COAXAL CABLE RACE OF lH !• 6 WIT14IN 2 DEGREM OF EV ENTRANCE INTO THE ACCA FOR THE NEW YORK MTA 8. FERROUS MEAL CUPS WHICH COMPLETELY USEDSURROUND 714E GROUNDING SUPPORT CONDUCTOR STALL NOT TO USED. CUPS OF THE FOLLOWING MATERIALS AND TYPES MAY BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. L PHASIC CJPS J -CAPS CALIF BILL OF MATERIALS �� � OPEN ,XMOPEN,X XPEXI„ �GRNDS - METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTOR. _ SECTOR 0 O [ �2 0 A ITDA/ DESCRIPTION QUANTITY (Xach) a GREEN RED WHITE amm IIH E YE1117I YE11179 I HtOM1N WNIE CSaE CaDR CODE lO 1-1/4'0 ecM. 40 x 18' LG. MIN SS OR GALA. PIPE T $ W1alE WWTE WIXIE 94RIUSE SIZE BOO E MINE WHTE O PLATE 1/4 x 4-1/4 x 16-1/4'LG. GALV.(A-36) T 9.STANDARD BUSS EARS(CIGBES AND MBS)SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED �j Pars TO SUITIG OR MODIFIED IN THE FIELD.STD. C. EMERGENCY GENERATORS O lF-BOLT FOR 2'A PIPE W/DOUBLE HEX NITS 2 10.THE GOUNDING CONNECTION TO THE POWER AND TELCO CABINETS OF THE PPC SHALL BE MADE BY CONNECTING THE AND WASHER. GALA. CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUSS BAR IN EACH COMPARTMENT. 1.THE GENERAL EMERGENCY GENERATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE 11.N1 GROUNDING WIRES SHALL BE INSTALLED WITHOUT LOOPS(PIGTAILS)AND SHARP 8EO RADR15. MANUFACTURERS INSTALLATION INSTRUCTIONS THAT ARE SHIPPED WITH THE UNITS. 4 STD. U-BOLT FOR. ( PIPE NOTE DOUBLE HEX NUTS 2 2• HE Sr RT-UCAL DISOF THE ORS(� OR ANOTHERFACTORY AtSSHALLBE PERFORMED AGSM. 714E By � B AND WASHER,GALA. (SEE NOTE 3) 94ALL COORDINATE THIS EFFORT WITH TOM CARROLL OF CED(1-800-727-9119)TO ENSURE THAT THE SAFETY AND WARRANTY ISSUES ARE ADDRESSED. 16-1 4' D. ELECTRICAL 3-3 4' S' -1 8 1•THE FURNISHED Bpi'LUCENT. SHALL HAV RACEWAY DE AN FROM 111/yWALE COMPRESSOR/REDUCER FO PRIMARY RADIO R �-7/8 7 B• TO THE ELECTRICAL FITTING ON THE CABINET. THIS MAY BE ACCOMPLISHED USING ETHER 7/16'x 7 8'SLOTTED HOLE FOR A 1 1/4'CONDUIT, 1 1/4'FLEXIBLE CONDUIT, OR A 1 1/4'BUSHING. —,/4•. WE NOTE OVERSIZE U-BOLT PROVIDED m TO ALLOW 2 2 TILT/ADJUSIMENT TO • m ACHIEVE TOLERANCE I n N 7/18'x 2-7/8'SLOTTED HOLE FOR 2'0 PIPE U-BOLT WITH DOUBLE NUTS AND WASHERS• PLATE 1/4'THK. MOUNTING BRACKET PLATE DETAIL 806 . REV. A COLER s OEM TOWER Sprint Spectrum LP Sprint Spectrum LP COLAN TON IO 10t Accord. MA Park 1-I (781) MA 1 061-1885 CLAY HILL " �iOR 10N DETAILS (781)9a2— 576 OAK STREET BOSTON' NITA ssvm roA ENaNEERs AND saENnsTs WEST BARNSTABLE. MA 02630 SITE NO. BS13XC31086 a °A1 "m0O " �" '•°D 1 Joe xI. mA„Hc xwI1ER REV U 4 O RX/TX RX CPS ANTENNA GPS ANTENNA ANTENNA TIDE: TYPICAL �_ FURNISHED BY LUCENT TECHNOLOGIES AZIMUTH 60' - EMS RR 90-17-02DP NOTES- AZIMUTH 180' - EMS RR 90-17-02DP TELEPHONE AZIMUTH 300'- EMS RR 90-17-020P SERVICE PERMANENT 1. EXISTING POWER PANEL IS 200A, 2P, 240V - N TYPE FEMALE CONNECTOR (ANTENNA) GENERATOR CONTRACTOR SHALL FIELD VERIFY THIS FACT. 7/16' DIN FEMALE CONNECTOR (ANTENNA) (NOTE 4) ASSEMBLY CONTACT ENGINEER IF LESS THAN 200A BREAKER. N TYPE MALE CABLE CONNECTOR ANDREW L4NM 2. PURCHASE AND INSTALL ONE 100A, 2P CIRCUIT 7/16' DIN MALE CABLE CONNECTOR CABLEWAVE 734803 AUTOMATIC BREAKER IN EXISTING 200A PANEL CABLEWAVE 734750 EXISTELC B SWITCH /1 /8 GROUND FROM EXISTING TELCO BOX TRANSFER 3. RUN 2'C - 3 1 508 GROUND CABLEWAVE FLIXWELL CABLE 806 IN BLDC PANEL TO GENERATOR AUTOMATIC TRANSFER $MATCIH, D BAR FLC 12-50J 810920-001 NEAR ANTENNA) N TYPE MALE CONNECTOR 4. TELEPHONE SERVICE SHALL BE PROVIDED BY OTHERS. CABLEWAVE 734803 N TYPE FEMALE CONNECTOR CABLEWAVE FLEXWELL CABLE S. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT CABLEWAVE 738863 FLC 12-50J 810918-001 GEN EXISTING METER REFER TO VENDOR PRINTS PROVIDED BY PPC & POWER PANEL MANUFACTURER EVERGOOD. GROUNDING KIT IN BLDG. CABLEWAVE 915870-022lid (NOTE 3 6. CONTRACTORTELEPHONE C CONDUIT TO EXISTING PRO BOX BY GROUNDING KIT ) SEE ELECTRICAL CONDUIT LAYOUT DRAWING E2 FOR CABLEWAVE 915870-017 BOOM TOWER) 2C 3/1 & 1#8 GND 7•CABLEWAVE FLEXWEL.L CABLE GROUND FLC 158-50J 810920-001 INCOMING CONDUIT QUANTITIES AND SIZES' - . ALL WORK SHALL BE DONE IN ACCORDANCE MATH (AT UB THE MASSACHUS:TTS ELECTRIC CODE. GROUND BAR(OUTSIDE IST. N TYPE FEMALE CONNECTOR IX CABLE WAVE 738863 BUILDING) N TYPE FEMALE CONNECTOR I Pad POWER PROTECTION CABLEWAVE 734806 NOTES 5 & 6 CABINET N TYPE MALE CONNECTOR ANDREW L4PNM N TYPE MALE CONNECTOR ANDREW L4NM BY OTHERS BP MINI) ( Y OTHERS) ANDREW HELAX CABLE TYPE LDF4-SOA ANDREW HELIAX CABLE TYPE LDF4-5OA PRIMARY RADIO CABINET NOTES: SECTOR (TYP.) 2HI PAIR -#2 AWG + 1-#8 AWG GND IN 2' RGS CONDUIT C 1. SEE ELECTRICAL LAYOUT DRAWINGS FOR ANTENNA LOCATIONS SHIELDED 2. DO NOT INSTALL ANTENNA GROUND KIT ON CABLE BEND TEL CABLE IN 2' RGS CONDUIT ALPHA 60' DOWNTILT= 0 BETA 180' DOWNTILT= 0. GAMMA 300' DOWNTILT= 0 GPS ANTENNA PRIMARY POWER RADIO CABINET COAX LENGTH • COAX LENGTH • COAX LENGTH • COAX. LENGTH CABINET FROM/TO TYPE/SIZE RX/TX RX TYPE/SIZE IS ZE RX/TX RX TYPE/SIZE RX/TX RX 1CYgPBE LE (� SIZES GPS ANTENNA TO CABLEWAVE CABLEWAVE CABLEWAVE FLC 12-50J JUMPER CABLE FLC 12-501 4 GRADE LEVEL ASSEMBLY 810918-001 810918-001 4 810918-001 4 N/A N/A 1/2* 1/2' JUMPER CABLE TO LC 158AVE CABLEWAVE CABLEWAVE CABLEWAVE POWER & TELEPHONE RISER DIAGRAM ANTENNA CABLE FLC 158-50J 90 COVER ASSEMBLY 810920-001 90 8109 0 001 90 810920-001 90 81091g�O5001 i s 8' 1 5 8• 1 5 8' 1.2 LOAD DATA COVER ASSEMBLY LDF4-50A lDF4-50A 2 LDF4-50A 2 LOF4-50A e RADIO CABINET 1/2• 2 1/2' 1/2' 1/2' 2 CONNECTED D BY LU 47 AMP MAX CEN a • ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. RUNNING 2g,4 GIMPS NOTES: I. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES. CONTRACTOR LOAD TO VERIFY THE ACTUAL LENGTHS IN THE FIELD BEFORE INSTALLATION AND NOTIFY THE FIELD ENGINEER FOR VERIFICATION OF SIZES OF THE CABLES B TYPICAL ANTENNA CABLE CONFIGURATION PPC ITEM / QUANTITY LENGTH TOTAL LENGTH ALPHA ANTENNA BETA ANTENNA GAMMA ANTENNA MINI BTS FENCE THIRD PARTY BILL OF MATERIALS (EACH) (FEET EACH) FEET ORDERED AZIMUTH 60' AZIMUTH 180' AZIMUTH 300' NOTES: NOTE 1 NOTE 1 NOTE 1 ANTENNA COAX ANTENNA COAX ANTENNA COAX $2 BCW 1 ANTENNA EMS RR 90-17-02DP GND KIT GND KIT I GND KLT 1. BOND ANTENNA GROUNDING KIT CABLE CONNECTOR. PCS PANEL MATH MTG-P00-10 MOUNTING BRACKET 3 N/A N/A CABLE CABLE CABLE TO GROUND BAR. 2 1 BLE DIAMETER C 158 LL J* "81 CABLE 6 90 Ate' EMERGENCY 2. RING GROUND FOR EQUIPMENT. CABLEWAVE FLC 158-SOJ' '610920-001' SECTOR ANTENNA GND BAR GND 8AR GND BAR G ERAT R 3 UNATTACHED CONNECTOR CABLEWAVE '738863' N FEMALE 6 N/A N/A NOTE 4� 3. FOR GROUNDING CONNECTION & DETAILS, /2 BCW SEE LAYOUT DRAWINGS. 4 UNATTACHED CONNECTOR CABLEWAVE '738863' N FEMALE 6 N/A N/A NOTES 2 & 3 PROPANE NOTE 4. DOUBLE LUG CONNECTION ABOVE f2 BCW GROUND, CADWELD BELOW GROUND. 5 1/2' DIAMETER FLEXWELL COXIAL CABLE � 7 90 y2 BCW CABLEWAVE 'FLC 12-50J' '810918001' SECTOR JUMPERS & GPS FIELD FAB AS BUILT) GND BAR 2 BCW 5. DOUBLE LUG OR CADWELD CONNECTION 6 UNATTACHED CONNECTOR CABLEWAVE '734803' N MALE 11 N/A N/A #6 AWG ABOVE GROUND, CADWELD BELLOW GROUND. f2 BCW 7 UNATTACHED CONNECTOR CABLEWAVE -734806' N FEMALE 1 N/A N/A GND KI CONDUITSFfi EXISTING GROUND RING CABLE /6 AWG e UNATTACHED CONNECTOR CABLEWAVE '734750' 7/16 DIN MALE 6 N/A N/A GPS ANTENNA CABLE TRAY ANTENNA GND BAR COAX GND KIT CABLE A COLER S Sprint Spectrum LP Sprint Spectrum LP COLAN TON 10 =_ 101 01.M 020 DO"16 DEM TO —_ Na,d,MA 4 06t-tees CLAY HILL % (let tlez-s400tSSUED MR EHCINMS AND SCIENTISTS 576 OAK STREET BOSTON MTA ssim MR CONSTRUCtkM T POWER AND ANTENNA SCHEMATIC WEST BARNSTABLE, MA 02630 SITE NO. BS13XC31.086_ M° p F lmll a E)OSTING D(ISTINC YSP X GATE WHIP ANTENNA EDP PROPOSED SPAN M tw CO YSA A.. ANTENNA U LFNA) I X MIRE X x X X qtouoUPNNECT TO ExNSTNO MU RE -Z1Cr3 UM I 1 EXISTING LP GENERATOR D05TING ELM._2W*ILq TT>P OF To1oe A X TPROPANE AMR END...:... PROPOSED . FUTURE PAD® X E]OSTNG AIR WHIP AN-NI.., OPS ANTENNA UY LP IN CONDITIONERS I DISH ANTENNAS 0 -6 p �� MOVED WHIP 2 ANTENNA LOCATION . x ,3 Q 6 !II fn O EXISTING X '� = OM ANTENNA owe coo) PROPOSED E)OSTING MSP Ea-o• 3/45 aao No(T>fl ANIDINA WWP ANTENNA PROPOSED CABLE• - ATACFNEIfI ® b 1 EXISTING T ANTENNA DOSTINC ST�NPOUCE TO BEA ANC K �'Q'N0 ANTENNA ANTEWNA ORIENTATION PLAN EIAIE 4/000PPER aLOIRo CABLE All TO SCALE x EADsnNc EAtPn / 'L IitOP06ED MOUND,I" ANTENNA MOUNT 1 A/flDNA DOSTING X � PROPOSED • ICE BRIDGE ICE 9tDiZ ETOSTINO DOST1Nc CE s'FENCE WITH C a CE ® BBARBBEEDD� BARBED WARE LAMM WA asnNG PROPANE i 1 DCROFL DOSTINC PROROND X DISH ANTENNA WS ANT7 WALL PENETRAnoN T . CONCRETE EASTING YSP BU WHIP ANTENNA EIFfE7NT OICLND I!♦IC® _ ELEV.-198•*MSL DOSTING OVERHEAD c E PR WHIP nllll•I ELEVATION O PNR CABLE TRAY ANTENNA - I ANTNA LOCATION �— _ - f QROLINDW WALL PEIEIRATNON 104 - x SCALE 1"-IW T X EXISTING MSP EXISTING ExISONC COINExT TO NEW . I WHIP ANTENNA 1 ORMMD RNGI < POWER PANEL VENT (TVP 2 RACE'S) EXISRNG E&NNG DISH ANTENNA PROPOSIM ANTENNA dl01NO F1]IQ N. 10 QtO M INNIO x x To ErE MA�°NAOVeD) x (nP!RACES) L x x x (s) (A (a DETAIL PLAN SCALE 1'�S' B (1) GROUNDING GENERAL NOTES ,.ALL DETARs ARE sOr,W GAOIAIYA71CJlLr.ACRNL caoLADRD aiIDNND ROD 5�F�11 WELL pNHank AQNrERS LipAM NfD CQ61MR110N wr 1EMf1 oUE m 41E�FYiii 1�$ 0710 DnDGK*d AS REOLWAM AND oaNn¢TE to (1)DOPPER WAM eLR 1/{•N IQN;tEXO1 2 ALL E TTE ROR G OUI DING NO TOP Of OROUN D aC RODS 2VAL NstNtATDN TIIM OREUDt lADF1 CONMACTOR 161R1RE11f COIrANE 1X MIRED m A YNAAA,DFDM OF 1--r DOAN FUSMED GRAOG 1. USE DOS1M0 TWWL PEIETI1A1101 FOR 1. IIOLNfT OOBE AT EACH ANIEINIA 5670R YRouD'as LROUND Roo'. . (t) A :Erm NMa"M Car" � D¢rwc METER GROUND ROD O�9IED. CWUOAL CANES. (»s/Er LDooW4pLS Krml NSIIIAEM 1 ALL ORGNDNO CONDUCT—-ALL BE n SOLD TINNED COPPER . 2 BOND EACH COAX LINE AT EACN SEC10t TEST tDOP jr 2 DO COX AT CI1Eld WAY OEET.•Tlr Bum DUDE MAIL TOP or ORADE lxarwNr CAL�]Ot5-8 A-Gpt"D M101 AM BE TESTED NO SHALL IWY[A RESISTANCE ABM POENLI CABINET.USE Nor JUMPER S BONO CNN E AT TOP OF%wx&RUM TO (U Nvt tNOLMnNc BRACIRT.ICrrTM NSiR1Apf Or S OHMS OR L�CONTRACTOR m SRRROT AN DOEsooONT TALL FROM TRAY 70 CABNEG TOEEII STEEL, wrAlNr V. M-� POIDrrW TESTRIO;SPORE. L CONTRACTOR IS RESPONSIBLE FOR PAOPE I Lr (S)w11.1•NNLCS BOLA WMION NStR1AEXT S'WM CONSTRUCTIGI wWOER F THOM ARE ANY DIRRIIUFS 1 ENO COAX AT ATTAWAWCHED aRa[LADDER _o c e_ COYPANN 61T.port-1 NSTNuo THE aOUNONC SYSTEM DUE m mE/SM COp9ON& USE dRPER9 AITACIED TO lONE1t OOIEUE INSTALLATION TO PREVENT ANY W6.CHEMICAL HEN IEDUEED� S,RNL O TOT CNEM-ROD OR N�sROhO EOw. PNaasNNE AIo � CONTINUITY N THE EaSTCONE w aRaMallo COPPER CLAD s o GROUNDING BAR 7.ALL 1ROERaDu,D GRORDNNe sTSTEIt OR MIA TO to THE aONDur. caO.D RED O/b-. la-0'LAND ALL ABWE GtAOE rnauwono sE,Ni ENE fYORE1D DR CONNECTORS ARE mLR�D CADWELD W W E:00cONSN"TRUCCiTI � Tt PLATE DETAIL AS�A M ABBREVIATION LEGnND NOT TO SCALE a ALL rnaU,ORq/6TN1At1DN s ro EE N ACCOTtDAI,CE 1RrN THE GROUND BOX DETAIL GROUND ROD DETAIL 1010k01A"30 srNo�AND TNe OGaTRUC1DN car sPorsuATONs NO SCALE ND scu[ (TIP. FOR INTERIOR AT EXTERIOR) a GROUNDS ARE m eE NsrnNUD A twAAN or Y-0'NiroL1 SNELTER PRC PRIMARY RADIO CABIN OR TONER ID RE TO 16 IMSSg OIIQNI@ NOTED, PCS PERSONAL COMYUNIC PWR POWER c allownN - la CONTRACTOR m WAD OD N AREAS AROUND CK UMD,ITR,TFS CPS GLOBAL POSITIONING A Z C O L_EPa,* Sprint Spectrum LP ♦ Sprint Spectrum LP 8 t01 Accord PD, Drive DEM TOWER v COLAN TON 10 No 1-IM CLAY HILL astlED mR warRNcRoN M R1 ENGINEERS AND SCIENTISTS 576 OAK STREET BOSTON MTA nay FOR ROB FM M GROUND PLAN k ELEVATION WEST BARNSTABLE• MA 02630 SITE NO. BS13XC31086 of OR■ Awb ND ORAR+a NUNea+ T+EY • • ,mcca a �tl M Al �'(' CONSULTING TOWN OF BARNSTABLE ® � 21 B Street Burlington,MA 01803 Tel:F.x 781..273.3 11nn f �1 Sprint Fax:781.273.3311 7UE? J�1 �� IIri1 3: 4 www.ebiconsulting.com VISION �d l t(AO BARNSTABLE - DEM BS03XC310 576 OAK STREET w� 1-9 ENGINEER STAMP/SIGNATURE WEST BARNSTABLE, MA 02630 �-��`� �oZ PREPARED FOR: BARN TABLE COUNTY a sprint' S COUN 7 VISION 1 INTERNATIONAL�eLw. SUITE 800 MAt1WAH, NJ 07495 1-800-357-7641 VICINITY MAP (NOT TO SCALE) Q CODE COMPLIANCE SCOPE OF WORK SHEET INDEX PROJECT COORDINATION &MANAGEMENT." . Alcatel-Lucent SHEET DESCRIPTION 1 RoaalNs ROAD —a6 1. INSTALL (3) 1900/800 MHZ WITH (6) REMOTE RADIO WESTFORD. MA 01886 ALL WORK AND MATERIALS SHALL BE PERFORMED AND HEADS (RRH), ON EXISTING TOWER. T-1 TITLE SHEET (978)952-1600 fgCartk C� INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS :a mif2se,k Isk no�.�►4 dL4Ut OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GN-1 GENERAL NOTES THIS DOCUMENT rs THE DESIGN PROPERTY ! sal �slalui? GOVERNING AUTHORITIES. 2. MODIFY (3) EXISTING ANTENNA MOUNTS FOR NEW PANEL AND COPYRIGHT OF EBI CONSULTING. INC. ANTENNAS. AND FOR THE EXCLUSIVE USE BY THE .. , stnd GN-2 GENERAL NOTES & STRUCTURAL DESIGN PARAMETERS TITLE CLIENT.ANY DUPLICATION OR USE WITHOUT E%PRESS WRITTEN CONSENT OF 1. MASSACHUSETTS STATE BUILDING CODE 780 CMR 3. REMOVE (1) EXISTING MOOCELL CABINET & (1) EXISTING C-1 PLOT PLAN THE CREATOR IS STRICTLY PROHIBITED. • West9xmstab'e )s1u1d a POWER CABINET FROM EXISTING SHELTER. DRAWING SCALES NOTED ARE FOR 24'■36' 8TH EDITION A-1 COMPOUND PLAN & ELEVATION SIZE PRIMED MEDIA ONLY.ALL OTHER -� 4. INSTALL (3) EQUIPMENT CABINETS IN EXISTING SHELTER. PRIMED SIZES ARE DEEMED'Nor TO SCALE'. A-2 EQUIPMENT CABINET LAYOUT & ANTENNA SCENARIO •t.,� 5. ROUTE (3) HYBRID CABLES FROM PROPOSED EQUIPMENT SUBMITTALS 'n�LaWcCcravwtiarrLca' '10 _ 6A i,.sr TO PROPOSED REMOTE RADIO HEADS. A-3 EQUIPMENT DETAILS I,tO, DAB DESCRIPTION BY uv Calm. 6. REMOVE (3) EXISTING COMA ANTENNAS & (6) EXISTING A-4 CONSTRUCTION DETAILS 1 tt/z/1z FOR REVIEW GILL 461 '>', Cod, COAX CABLES. 6 P,`m'L Communily S-1 STRUCTURAL DETAILS 2 2/2J/12 PER COMMENTS pLL t t C°II ` , 7. REPLACE EXISTING GPS ANTENNA WITH NEW GPS CalxCod '"'r n .� '" �h,--'� ANTENNA E-1 ELECTRICAL NOTES & RISER DIAGRAM 3 03/16/12 FINAL CO JN �ts y ra E-2 GROUNDING DETAILS & NOTES i9� � A_ cITCP~' 2ar�, r 13: E-3 ANTENNA WIRING DIAGRAM � L PROJECT INFORMATION PROJECT TEAM APPROVALS 5hubm �'f Q • �} 'I r _.rh"—r+ , ESI JOB NO: ,h �' 81110359 qp r c�aAxn,h� fr ~k t M '� f i SITE NAME: BARNSTABLE - DEM APPLICANT: Lane // NAME SIGNATURE DATE SITE NUMBER: BS03XC310 SPRINT SITE INFO: GENERAL NOTES SITE ADDRESS: 576 OAK STREET 1 INTERNATIONAL BLVD. SURE 800 BARNSTABLE — WEST BARNSTABLE, MA 02630 MAHWAH, NJ 07495 COUNTY: BARNSTABLE COUNTY 1-800-357-7641 DEM 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF BTS SITE AOUISITION/LEASING AGENT EQUIPMENT AND ANTENNAS. ZONING DISTRICT: RF- RESIDENTIAL APPLICANT REPRESENTATIVE BS03XC310 2. SIGNALS FROM THE ANTENNA SHALL NOT INTERFERE WITH ANY EXISTING TAX ID: MAP: 194 BLOCK: 017 COMMUNICATION SITES. ALL ITEMS SHOWN HEREON ARE EXISTING UNLESS TOWER RESOURCE MANAGEMENT 576 OAK STREET OTHERWISE NOTED. PROPERTY OWNER: COMMONWEALTH OF MASSACHUSETTS 16 CHESTNUT STREET, SUITE 220 RF ENGINEER WEST BARNSTABLE, MA 3. THIS IS AN UNMANNED FACILITY - NO SOLID WASTE. THE SITE WILL CREATE 100 CAMBRIDGE ST FOXBOROUGH, MA 02035 NO TRASH, THUS REQUIRES NO DUMPSTER. BOSTON MA 02202 PHONE: 617-549-2800 02630 4. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE FAX: 774-215-5423 BARNSTABLE COUNTY CODES AND ORDINANCES. STRUCTURE TYPE: TOWER SITE OWNER/LANDLORD 5. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ON II TANTS' SHEET : ACCESS NOT REQ'D. STRUCTURE HEIGHT: 72'-0"t AGL EBI. CONSULTING PANEL ANTENNA RAO 72'-0"t AGL 21 8 STREET CENTER: BURLINGTON, MA 01803 CONSTRUCTION TITLE SHEET COORDINATES: LATITUDE: 41.41'06.6"N PHONE: 781-273-2500 LONGITUDE: 70'21'27.6W FAX: 781-273-3311 GROUND ELEVATION: 191't A.M.S.L. DIG SAFE SYSTEMS, INC. 1-888-DIG-SAFE (344-7233) DO NOT SCALE DRAWINGS DRAWN W. SHEET NO: CLL ® CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDffIONS ON THE JOB SITE AND CHECKED Or. IMMEDIATELY NOTIFY THE ARCHITECT IN WRMNG OF DO T- ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. DATE; 2/23/12 ' PBL b0"� AmW.b P 9IY b PEA: AB PF ' EBI CONSULTING DMSION 01 00 00 - GENERAL REQUIREMENTS DAYS.ONE O 28 DAYS.THE THIRD CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE 3.05 PATCHING 21 B Street Burlington,MA 01803 B. ONE SLUMP TEST SMALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN.SLUMP SHALL NOT EXCEED 4"UNLESS A THE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE Tel:781.273.2500 1. THE CONTACTOR SHAL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES,RULES,REGULATIONS AND LAWFUL OTHERWISE NOTED. SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION. Fax:7$1.273.3311 ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE PARE 2- PRODUCE SLOB DEFECTIVE CONCRETE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.THE WORK PERFORMED ON THE PROJECT AND THE www.ebiconsulting.(bm MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. 2.01 CONCRETE MATERIALS THE CONTRACTOR SHALL MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LEVELS AND LINES. DETAILS.AND 2. THE ARCHTTECT/ENGINEFR HAVE MADE EVERY EFFORT TO SET FORM IN THE CONSTRUCTION CONTRACT DOCUMENTS THE ELEVATIONS AS SPECIFIED IN ACI 301. hbb Mud COMPLETE SCOPE OF WORK.THE CONTACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR CONCRETE SHALL BE COMPOSED OF pORRNND CEMENT,WATER,FINE AND COARSE AGGREGATES,AND ADMIXTURES AS ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SMALL NOT EXCUSE THE SAID CONTRACTOR FROM COMPLETING THE SPECIFIED BELOW ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY.CLASS 1.11,AI. OR V. 3.07 PROTECTION PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE[WENT OF THESE DOCUMENTS. A CEMENT:CEMENT SMALL BE TYPE II,CRAY COLOR. LOW-ANAL PORTLAND CEMENT CONFORMING TO ASTM-C1SO. A IMMEDIATELY AFTER PLACEMENT,THE CONTRACTOR SMALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY 3. THE CONTRACTOR OR BIDDER SMALL BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE WIRELESS CARRIER'S HOT OR COLD TEMPERATURES.AND MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM CJJ. REPRESENTATIVE RMA CE OF ANY CONNCTS, ERRORS,OR OMISSIONS PRIOR 10 THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR B. CONCRETE SMALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PE RODS �v PERFORMARCE OF WORK. C. WATER:WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM SEWAGE O."ACID•ALKAU•AND SALTS AND NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE SMALL BE FREE FROM OBJECTIONABLE QUANTITIES OF SILT.ORGANIC MATTER,AND OTHER DELETERIOUS SUBSTANCES. am 4. THE SCOPE OF WORK SULLL INCLUDE TE THE ALL MATERIALS,DESCRIBED NT, LABOR AND ALL OTHER MATERIALS AND 17.ALL CONCRETE SHALL BE WATER CURED PER ACCEPTABLE PRA mo 41�/ LABOR DEEMED NECESSARY 70 COMPLETE TIE WORK/PROJECT AS DESCRIBED HEREIN. 2.02 ADMIXTURES S. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE A CHEMICAL ADMIXTURE:ASTM C494,TYPE A-WATER REDUCING OR TYPE D-WATER REDUCING AND RETARDING. DMSION 05 00 00 - METALS HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. 2.03 CURING COMPOUND:ASTM C309,TYPE 1,CLASS B:TRANSLUCENT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM 2.04 ACCESSORIES OS 10 00 STRUCTURAL METAL FORUM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. PART 1 -GENERAL A NONMETALLIC CROUP: PREMIXED CONFOUND CONSISTING OF NONMETAC ACCRECAIE CEMENT,WATER REDUCING AND 7. THE CONTRACTOR SHALL INSTALL AL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDORS PLASTICIZING AGENTS;CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 8.000 PSI IN 28 DAYS. 1.01 WORK INCLUDED SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE B. JOINT FILLER: BITUMINOUS TYPE ASTM 01751 OR NON-BITUMINOUS TYPE 01752. A THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERIALS TO BE FURNISHED.AND WITHOUT UMTRNG 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST THE GENERALITY THEREOF. INCLUDES ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL WORK, REVISIONS AND ADOENDUMS OR CLARIFICATIONS AVAILABLE FOR USE OF ALL PERSONNEL INVOLVED WITH THE PROJECT. C. ANCHOR BOLTS:ASTM A615 GR.75 UNPRIMED. INCLUDING ALL ROTS INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: ENGINEER STAMP/SIGNATURE 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HERON.THE CONTRACTOR SMALL BE SOLELY 2.05 CONCRETE MIX 1. STEEL FRAMING INCLUDING SEAMS.ANGLES.CHANNELS AND PLATES. RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS.TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR PREPARED FOR: COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. A CONCRETE SHALL BE PROPORTIONED PER REQUIREMENTS OF ACI 301 &THE WIRELESS CARRIER'S CONSTRUCTION 2. WELDING AND.8OLTING OF ATTACHMENTS. SPECIFICATIONS FOR DESIGN.STRENGTH NM WORKABILITY. CONCRETE SHALL BE DELIVERED WITHIN 45 MINUTES OF ADDITION Sprint' 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR OF WATER TO MIX. 1.02 REFERENCE STANDARDS THE WORK BY THE ARCHRECE/ENCINEER.THE STATE.COUNTY OR LOCAL GOVERNMENT AUTHORITY. VISIONpA B. THE FOLLOWING STRENGTHS SHALL BE USED: A THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER CITED HEREIN: 11.THE CONTRACTOR SHALL MAKE NECESSITY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS.EASEMENTS,PANIC, 1 INTERNATIONAL BLVD. CURBING, ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK.THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT 1. FENCE POST FOUNDATIONS- DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3.000 PSI. 1. ASTM:AMEMCAN SOCIETY FOR TESTING AND MATERIALS.AS PUBUSHED IN "COMPILATION OF ASTM STANDARDS IN BUILDING SUITE 800 MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT ME PROPERTY. CODES" MAHWAH.NJ 07495 2.EQUIPMENT FOUNDATION - DESIGN COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS UNLESS OTHERWISE 1-800-357-7641 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE NOTED. 2. ADS:AMERICAN WELDING SOCIETY INC., 550 NW LEJEUNE RD.NNMI FL 33126 USA AS PUBLISHED IN 'STANDARD 01.1-05, AIL.DIRT.DERBIES.RUBBISH AND REMOVE ALL UNNECESSARY MATERIAL PROJECT COORDINATION @ MANAGEMENT: (CONTRACTOR FURNISH 4.000 PSI CONCRETE) STRUCTURAL WELDING CODE" 13.THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE STATE HERDING CODE LATEST EDITION.AND ALL 3. AISC:AMERICAN INSTITUTE FOR STEEL CONSTRUCTION,AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL Alcatel-Lucent OSHA REQUIREMENTS EN AS THEY APPLY TO THIS PROJECT.ALL EXISTING ACTIVE SOWER,WATER,GAS,REQUIRED ELECTRIC.AND OTHER J.CONCRETE STRENGTH FOR MONOPOLE OR TOWER FOUNDATION SHALL BE 1,000 PS MORE THAN THE BUILDINGS AND BRIDGES "SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR UTILITIES WHERE ENCOUNTERED IN THE WORK,STALL SE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE MANUFACTURER'S RECOMMENDATIONS,4,000 PS MINIMUM. PROPER EXECUTION OF THE WORK.SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION BUILDINGS" SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.THE C. USE ACCELERATING ADMIXTURES IN COLD WEATHER AND SET RETARDING ADMIXTURES IN HOT WEATHER ONLY WHEN 1 ROBBINS ROAD CONTRACTOR SAL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT IS NOT LIMITED TO A) APPROVED BY THE ENGINEER. 1.03 STRUCTURAL FABRICATION NOTES WESTFORD• MA 01886 FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING k EXCAVATION.ALL EXISTING INACTIVE SEWER, 1. ALL STRUCTURAL STEEL DETAILS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN (978) 952-I6W WATER,GAS. ELECTRIC AND OTHER UTILITIES.WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL HE REMOVED 0. TOTAL AIR CONTENT SHALL BE 5 PERCENT PLUS OR MINUS I PERCENT. INSTITUTE OF STEEL CONSTRUCTION (AISC) 'SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL OR CAPPED,OR OTHERWISE DISCONTINUED AT POINTS WHICH WALL NOT INTERFERE WITH THE EXECUTION OF THE WORK. THIS DOCUMENT IS THE DESIGN PROPERTY SUBJECT TO THE APPROVAL OF THE ARCHITECT/ENGINEER PART 3-EXECUTION STEEL FOR 'BUILDINGS"AND"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." AND COPYRIGHT OF EHI CONSULTING. INC. 3.01 INSPECTION STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: AND FOR THE EXCLUSIVE USE BY THE 14.THE CONTRACTOR SMALL NOTIFY THE WIRELESS CARRIER'S REPRESENTATIVE IN WRITING,WHERE A CONFLICT OCCURS ON TITLE CLIENT.ANY DUPLICATION OR USE ANY OF THE CONTRACT DOCUMENTS.THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WITHOUT EXPRESS WRITTEN CONSENT OF WORK THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED BY THE WIRELESS CARRIER'S REPRESENTATIVE A THE CONTRACTOR SHALL VERIFY ANCHORS.SEATS.PENETRATIONS,PLATES. REINFORCEMENT.AND OTHER ITEMS TO BE CAST A W-SHAPE ASTM A572.GRADE 50 THE CREATOR IS STRICTLY PROHIBITED. INTO CONCRETE ARE ACCURATELY PLACED. HELD SECURELY.AND SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 15.THE CONTRACTOR SKALL VERIFY ALL DIMENSIONS. ELEVATIONS.PROPERTY LINES. ETC.ON THE JOB B. OTHER STEEL ASTM A38 DRAWING SCANS DI ARE FOR 24"c36" 3.02 PREPARATION C. STRUCTURAL TUBE ASTM A500.GRADE 8 SIZE PRINTED MEDAL ONLY.ALL OTHER DURING ANTENNA INSTALLATION) PRINTED SIZES ARE DEEMED "NOT 10 16.THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA AZIMUTH VERIFICATION • PRIOR 10 CONDUCTING SITE SWEEPING. ( THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH A STEEL BRUSH AND APPLYING A D. STRUCTURAL PIPE ASTM ASS.GRADE B BONDING AGENT.APPLY THE BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. HIGH STRENGTH BOLTS ASTM A325 SUBMITTALS 3.03 PLACING CONCRETE F. WELDING E70XX ELECTRODES DMSION 03 00 00 - CONCRETE A THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF CONCRETE EmpLACEMENT. UNLESS 2. STRUCTURAL STEEL FRAMING STALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL FOR BOLTING OR WELDING. No. DATE DESCRIPTION BY INSPECTION IS WAIVED IN EACH CASE. PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE m�n 00 .cr As cOMCRETc ENGINEER. 3. FIELD CUTTING OR ANY MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY 1 11/2/12 FOR REVIEW CL THE ENGINEER FOR EACH SPECIFIC CASE PART 1 GENERAL CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WORK, EMBEDDED PARTS.STEEL REINFC.4CEMENT,FOUNDATION 2 2/23/12 PER COMMENTS CLL SURFACES.AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED,AND UNTIL FACILITIES ACCEPTABLE TO THE 4. WEEDING SHALL CONFORM TO AMERICAN WELDING SOCIETY(AWS) 01.1 "STRUCTURAL WELDING CODE'USING E70XX 1.01 DESCRIPTION WIRELESS CARRIER'S REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCU3NPLISGMENT OF THE WORK AS ELECTRODES. 3 03/16/12 FINAL CID JM SPECIFIED.CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND THE OWNER WORK INCLUDES CONSTRUCTION OF CAST-IN-PLACE CONCRETE FOUNDATIONS. INCLUDING FURNISHING AND INSTALLING WAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT IN WRITING. 5. MINIMUM THICKNESS FOR CONNECTION ANGLE AND GUSSET PLATE SHALL BE 3/4"U.O.N. _ READY-TO-MD CONCRETE.REINFORCING, FOOTWORK•AND ACCESSORY MATERIALS S. SHOWN ON THE DRAWINGS. B. UNLESS SPECIFIED TO BE BEVELED.EXPOSED EDGES OF FLOATED OR TROWELED SURFACES SHALL BE EDGED WITH A TOOL 6. WELD SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE EXCEPT THAT GASPD POST FOUNDATIONS. SITECONCRETE. GRADE. HAVING A 1/4 INCH CORNER RADIUS. FlU.Ef WELD SMIALL BE A MINIMUM OF 3/18". ' 1.02 RELATED WORK C. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. 7. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOD STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING OR STABILIZING EIF]MENTS COORDINATE UNDER SLAB CONDUITS D. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT INSERTS.EMBEDDED PARTS, FORMED JOINTS AND VAPOR BARRIERS WAVE BEEN INSTALLED. ARE NOT DISTURBED DURING CONCRETE PLACEMENT. COORDINATE WITH GROUNDING 8. ALL STRUCTURAL STEEL INCLUDING PLATES.ANGLES AND CONNECTION MATERIAL SHALL BE GALVANIZED IN ACCORDANCE E. THE FOLLOWING MINIMUM CONCRETE COVER SAL BE PROVIDED FOR REINFORCING STER.UNLESS SHOWN OTHERWISE ON WITH THE ASTM A123 AND A153. EBI JO8 NO: 1.03 APPLICABLE STANDINGS DRAWINGS: ' 9. ALL A325 BOLTS, NUTS,AND WASHERS 10 SE GALVANIZED IN ACCORDANCE WITH ASTM A153,A384,AND A583. 81110359 ACI-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING. CONCRETE CAST AGAINST EARTH -3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 10.CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC.THEY ARE INTENDED TO DEFINE THE SPACIAL ACI-347- GUIDE TO FORMWORK FOR CONCRETE. /5 AND LARGER-2 IN. RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF MAKING THE CONNECTION.ANY CONNECTION SITE INFO: /5 AND SMALLER k WWF- 1 1/2 IN. THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY AN ASTM C33- CONCRETE AGGREGATES. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST GROUND: ENGINEER.REGISTERED IN THE STATE WHERE CONSTRUCTION OCCURS.AND RETAINED BY THE FABRICATION.COMPLETELY ASM C94- READY-MIXED CONCRETE SLAB ON WALL- 3/4 IN. DETAILED MEANS THE FOLLOWING BARNSTABLE BEAMS AND COLUMNS- 1 1/2 IN. - INFORMATION TO BE SHOWN ON THE SHOP DETAIL DRAWINGS: DEM ASTM C150 -PORTLANO CEMENT. 3.04 SURFACE FINISHES ASTM C260 -AR-EMIRAINING ADMIXTURES FOR CONCRETE. A ALL PLATE DIES. LENS HS. GRADE A SURFACES AWUNST WHICH BACK FILL OR CONCRETE SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF BS03XC310 ASM A309 - UQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE. DEFECTIVE BAR• B. ALL HOE SIZES.AND SPACINGS. PITCHES,AND RETURNS. ASM 494- CHEMICAL ADMIXTURES FOR CONCRETE. 8. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESET A UNIFORM FINISH PROVIDE)BY THE REMOVAL OF FINS C. ALL HOLE SIZES AND SPACINGS. 576 OAK STREET RE� AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT.OR BY SACKING WITH UTILITY OR 0. NUMBER AND TYPE OF BOLTS:WHERE BOLTS ARE SHOWN Bur NO NUMBER IS GIVEN.THE CONNECTION HAS NOT BEEN WEST BARNSTABLE, MA ORDINARY GROUT. 02630 ASTM IBIS - DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT. _. COMPLETELY DETAILED. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE ASM A185 -STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OR SHOWS THE SAP E. WHERE PARTIAL INFORMATION MS GIVEN. IT SHALL BE THE MINIMUM REOUIREMElT FOR THE CONNECTION. BARNSTABLE COUNTY 1.04 QUALITY ASSURANCE REQUIRED.THE TOPS OF NARROW SURFACES.SUCH AS STAIR TREADS.WALLS.CURES AND PARAPETS SHALL BE SLOPED 11.BOLTED CONNECTIONS SHALL BE AS FOLLOWS: APPROXIMATELY 3/8" PER FT OF WIDTH.BROADER SURFACES SUCH AS WRNS.ROADS. PARKING AREAS AND PLATFORMS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS DIRECTED BY THE WIRELESS SHALL BE SLOPED APPROXIMATELY 1/4"/FT. A MINIMUM BOLT DIAMETER - 3/4" SEA TITLE: CARRIER'S REPRESENTATIVE. 0. SURFACES THAT WALL BE COVERED BY BACK ILL OR CONCRETE SHALL BE SMOOTH SCR®ED. B. MINIMUM NUMBER OF BOLTS- 2 ' 1.05 TESTS - __ TED.AND-STEEL _ DOUBLE _ CONCRETE TESTS BALL BE AS DETAILED BELOW.CONCRETE MATERIALS AND OPERATIONS SMALL BE TESTED AND INSPECTED BY E POWER-DRIVEN EQUIPMENT SLAB SURFACES SMAY BEHALL USED FOR�FLOATINGS WHICHSHALL BE STARTED AS SOON AS THE SCREENED D OR C CONNECTIONS WITH TH. EXCEPT WHERE E HIGH STRENGTH BOLTS(THREADS EXCLU ALL BEAM TO BEAM AND BEAM TO UDED FROM MN EHESHEAR S TO BPUWE)AND HARDENED WASHERS. GENERAL NOTES THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS.ALL EDGES MUST HAVE A 3/4"CFUWFER. PREVENT LATER REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S ACCEPTANCE. REQUIREMENTS. SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES.SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.MANUFACTURER'S MINIMUM CONCRETE EDGE DISTANCE SMALL BE MAINTAINED A THREE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION.ONE SHALL BE TESTED O THREE DURING INSTALLATION. DRAWN BY: SHEET NO: CLL CHECKED BY:DD G T_ 1 DATE 2/23/12 .� .�°-- �pm A� EBI CONSULTING PARE 2 - PRODUCTS 21 B Street ington,MA Tel:781 273.500 03 2.01 WELDING A ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS.CERTIFICATION DOCUMENTS SHOULD BE MADE AVAILABLE FOR I Fax:781. 73.3311 ENGINEER'S AND/OR WIRELESS CARRIER'S REVIEW IF REQUESTED. www.ebiconsultlng.com B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC PROCESS SHALL CONFORM TO ASTM A-233. E70 SERIES BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO RISC SPECIFICATIONS. C. INSPECTION AND TESTING OF WELDING: FIELD WELDING SHALL BE DONE UNDER INSPECTION IN ACCORDANCE WITH THE AWS t14 Ow DIA.REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE WHEN FILLET SIZES ARE NOT SHOWN. 2.02 BOLTING A. BOLTS�LBE 3/4'0(MINIMUM)CONFORMING TO ASTM A325.HOT DIP CALVANIZEO PER ASTU A153 NUTS SHALL BE HEAVY cm a B. ALL BOLTS SHALL BE INSTALLED IN SUP CRITICAL CONNECTIONS CONFORMING TO RISC, USING THE 1/4'TURN METHOD. to 4rw 2.03 FABRICATION A FABRICATION OF STEEL SHALL CONFORM TO THE RISC AND AWS STANDARDS AND CODES. 2.04 FINISH A ALL STRUCTURAL STEEL SHALL, BEFORE LEAVING THE SHOP OR FABPoGLTNG PLANT,BE CLEANED OF ALL SCALE,RUST, GREASE AND OTHER FOREIGN MATTER,AND SHALL BE GIVEN ONE(1)THOROUGH SHOP COAT,ON ALL SURFACES,OF AN APPROVED PRIMER. THE MINIMUM DRY FILM THICKNESS OF PRIME COATS SHALL BE NOT LESS THAN TWO(2)MILS PER COAT. 2.06 PROTECTION ENGINEER STAMP/SIGNATURE A UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS,WELDS OR GALVANIZATION SYMBOLS & ABBREVIATIONS 'BREAKS WITH ZING BASED PAINT.COLOR TO MATCH THE GALVANIZED PROCESS. PREPARED FOR: G.— GROUND WIRE PART 3- EXECUTION —E— ELECTRIC S p ri nt' 3.01 ERECTION OF STEEL VISION A PROVIDE ALL ERECTION EQUIPMENT,BRACING,PLANKING, FIELD BOLTS, NUTS,WASHERS, DRIFT PINS,AND SIMILAR MATERIAL F— FIBER 1 INTERNATIONAL BLVD. WHICH CO NOT FORM A PART OF COMPLETED CONSTRUCTION BUT ARE NECESSARY FOR ITS PROPER ERECTION. SURE 800 —T— TELEPHONE MAHWAH. W 07493 B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS.ALL WORK SHALL BE 1-800-337-7641 ACCURATELY SET TO ESTABLISH LINES AND ELEVATIONS AND RIGIDLY FASTENED IN PLACE WITH SUITABLE ATTACHMENTS TO _ON— OVER HEAD UTILITYTO THE CONSTRUCTION OF THE BUILDING. PROJECT COORDINATION A MANAGEMENT: C. TEMPORARY BRACING,GIVING AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SAFE AND ALIGNED AT ALL P— POWER SUPPLY TIMES DURING CONSTRUCTION,AND TO PREVENT DANGER TO PERSONS AND PROPERTY.CHECK ALL TEMPORARY LOADS AND coAx CABLE Alcatel-Lucent STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. - __-____ PROPERTY LINE 1 ROBBINS ROAD DIVISION 13 00 00 - SPECIALCONSTRUCTION ANTENNA INSTALAT10N --— WESTFORD. MA 01WG X — CHAIN LINK FENCE (978) 952-1600 PART 1 GENERAL THIS DOCUMENT IS THE DESIGN PROPERTY 1.01 WORK INCLUDED (� EXISTING AND COPYRIGHT OF EDI CONSULTING,INC. AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT.ANYA ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY THE WIRELESS CARRIER'S UNDER A SEPARATE CONTRACT.THE (P) PROPOSED WITHOUT EXPRESS DUPLICATION TICONSENT OF CONTRACTOR SHALL ASSIST THE ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. RRH REMOTE RADIO HEAD THE CREATOR IS STRICTLY PROHIBITED. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL PROPERTY. ' DRAWING SCALES NOTED ARE FOR 24'><38' B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND THE WIRELESS CARRIER'S SPECIFICATIONS. PRINTED MEWL ONLY.ALL OTHERONS. OET PRINTED STIES ARE DEEMED 'NOT TO SCALE'. C. INSTALL GALVANIZED STEELANTENNA MOUNTS AS INDICATED ON DRAWINGS. DETAIL REFERENCE SUBMITTALS 0. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. '�. /,p�7^^/`\ E. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS. DETAIL SECTION REFERENCE NO. DATE DESCRIPTION BY ALL CONNECTORS THE ANTENNA AND E EQUIPMENT PER TERMINATE WEATHERPROOF COAXIAL CABLE THE BETWEEN IN EXCESS OF TMENTRY PORT LOCATION UNLESS OTHERWISE STATED. E�.v 1 11/2/12 FOR RENEW CU. F. ANTENNA AND COAXIAL CABLE GROUNDING: 350_0 SURFACE ELEVATION ANTENNA 2 2/23/12 PER COMMENTS CIL 1. ALL EXTERIOR/6 GREEN GROUND WIRE'OA SY C AIN'CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 0221213 OR EQUAL. L SECTION REFERENCE 3 03/16/12 FINAL CO JM 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE(NOT WITHIN BENDS). FUR RELATED WORK(ROOF TOP STIES) FUR NISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH THE OTHER TRADES PRIOR TO BID: ELEVATION REFERENCE 1. FLASHING OF OPENING INTO OUTSIDE WALLS 2. SEALED AND CAULKING ALL OPENINGS 3. PANTING EBI JOB 140: 4. CUTTING TWO PATCHING 81110359 1.03 REQUIREMENTS OF REGULATOR AGENCIES FURNISH U.L LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE.INSTALL IN CONFORMANCE WITH U.L STANDARDS WHERE SITE INFO: APPLICABLE. INSTALL ANTENNA.ANTENNA CABLES,GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT _ BARNSTABLE PROJECT LOCATION AND RECOMMENDATIONS OF THE STATE AND LOCAL BUILDING CODES,AND SPECIAL CODES HAVING D E,IVII JURISDICTION OVER SPECIFIC PORTIONS OF WORN.THIS WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: ETA-ELECTRONIC INDUSTRIES ASSOCIATION RS- 22.STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA . SUPPORTING STRUCTURES. BS03XC310 FAA- FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460-IH,OBSTRUCTION MARIONG AND LIGHTING. ANY DISCREPANCIES BETWEEN THIS 576 OAK STREET DRAWING PACKAGE !COD EXISTING FIELD FCC IF FEDERAL F R ANTENNA OBIS COMMISSION RULES AND REGULATIONS FORM 716.STRUCTURES. OBSTRUCTION NARKING AND LIGHTING CONDITIONS MUST BE REPORTED TO THE WEST. BARNSTABLE, MA SPECIFICATION FOR ANTENNA OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA SITRUCTURES. �� NEC- NATIONAL ELECTRIC CODE- ON TOWER LIGHTING KITS. ENGINEER OF RECORD PRIOR TO THE .02630 COMMENCEMENT OF CONSTRUCTION. UL-'UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS.ER BARNSTABLE COUNTY IN ALL CASES,PART 77 OF THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND PR THE EVENT SLEET TITLE:OF CONFLICT.SUPERSEDES ANY OTHER STANDARDS OR SPECIFICATIONS. 2006 LIFE SAFETY CODE NFPA- 101. GENERAL NOTES DRAWN BY: SHEET NO: CLL /'y CHECKED BY. �^I�_2 DO �tJTl DATE 2/23/12 ice.x EBI CONSULTING 21 B Street / Burlington,MA 01803 Tel:781.273.2500 Fax:781.273.3311 / www.ebiconsulting.com �tM or / CPA NO.at2i7O a I MAP: 195 MAP: 195/LOT: 005 LOT: 006 / i / ENGINEER STAMP/SIGNATURE EXISTING ACCESS ROAD / / PREPARED iOR. / Sprint' EXISTING 72'-0'TOWER / 1 INTERNATIONAL BLVD. SUITE 8e PROPOSED / 1-BOO-357o7641 NAHWAH. Nl 07495 A-t SPRINTAHIE?QIA TSJ'; yAp; t94 BLOCK 017 / MAP: O:ooi /' MAP: 195 PROJECT COORDINATION MANAGELIENr: COMMONWEALTH OF LOT: 008 M MASSACHUSETTS / tOD ON MA 0E 2 / Alcatel-Lucent $x—x 15557. W o2zo2 � 15557J3±SF. 1 ROSS INS ROAD I m O ' POIL ST CIE GBU lD NC t97 W'ESIFORD S MA10 6 81* MAP: 194 ( 600 84'* LOT: 016 / / THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYRIGHT OF E81 CONSULTING,INC. AND FOR THE EXCLUSIVE LION BY THE -//TG TITLE CLIENT.ANY DUPLICATION OR USE 760'Y WITHOUT EMPRESS WRITTEN CONSENT OF EXISTING WIRELESS LOT;0194 THE CREATOR IS STRICTLY PROHIBITED. TE FOR 24eK360 LECOMMUNICATIONS - - _ MAP; 194 DRAWING SIZE PRINTED MEDIA ONLY.ALL OTHER COMPOUND EXISTING SPRINT - _ _ LOT: O15 PROPOSED SHELTER PRINTED SIZES ARE DEEMED'NOT TO SCALE. A-2 E7OUIPMENT MODIFICATION - _ SUBMITTALS NO. DATE DESCRIPTION BY 1. PLOT PLAN IS NOT THE RESULT OF A SURVEY. IT IS BASED ON 1 11/2/12 FOR RENEW CLL EXISTING PARCEL MAPS AVARASI FROM THE TOM CIS DATABASE. 2 2/23/12 PER COMMENTS CLL ALL INFORMATION SHOWN IS APPROXIMATE ONLY AND SUBJECT TO ANY CONDITION THAT A SURVEY MAY REVEAL. 3 03/18/12 FINAL CO JN 2. ALL SETBACKS SHOWN ARE FROM PROPOSED ANTENNAS&EOUIPMENT TO EXISTING PROPERTY LINES. ZONING INFORMATION MID-CAPE H W Y ZONING DISTRICT: RF— RESIDENTIAL ROUTE 6 TAX ID: MAP: 194 BLOCK: 017 E81 JOB NO: ANTENNAS: 81110359 DIMENSION REQUIREMENTS: REQUIRED PROPOSED± SITE INFO. FR01T YARD SETS: 30' 21•± BARNSTABLE — REAR YARD SETBACK: 15' - 60'± SIDE YARD SETBACK 15' 61'± DEM _ MAXIMUM ZONING HEIGHT: 30' ANTENNA TIP:72'± EQUIPMENT: N/A (EQUIPMENT INSIDE EXISTING SHELTER) BS03XC310 _ DIMENSION REQUIREMENTS: REQUIRED PROPOSED* 576 OAK STREET . _ FRONT YARD SETBACK: N/A N/A WEST BARNSTABLE, MA _ REAR YARD SETBACK: N/A N/A 02630 SIDE YARD SETBACK: N/A N/A — -- - - _ MAXIMUM ZONING HEIGHT: N/A N/A BARNSTABLE COUNTY - _ APPLICANT' SPRINT SHEET TIRE: 1 INTERNATIONAL BLVD. _ SUITE 800 MAHWAH, NJ 07495 PROPERTY OWNER: COMMONWEALTH OF MASSACHUSETTS PLOT PLAN — _ 100 CAMBRIDGE Sr BOSTON MA 02202 PLOT PLAN LEGEND DRAWN BY: SHEET NO: SCALE: 1 40' 1 -__—���__— PROPERTY UNE-SUBJECT PARCEL CLL —--—--—'-— PROPERTY LINE-ABUTTERS CHECKED DO --------------- ZONING DISTRICT BOUNDARY LINE v DD \ , DATE.' ® EXISTING BUILDINGS 2/23/12 mmn- TOPEXISTINGE%ISTING J' EXISTING CHAIN OEMMETER+ GATE (lYP) �UNK FENCE EXISTING MEBI METERCONSULTING x—z—zJ x—x—z—z—z—x—z xz—z—z—z—z—x—zxzxz 21 B Street Burlington,MA 01803 EXISTING LPEXISTING Fax:7812733311 00 PROPANE TANK GENERATOR " www.ebiconsulting.com EXISTING WHIP ANTENNAS v OF PROPOSED DOEERIy JI 3 PROPOSED SPRINT GPS ANTENNA. SPRINT *IA.G.LS C (/ TO REDUCE 7A:N. OPS ENEV.-78-0 E AC.L A-J ANTEINI,ON OBSEDECK TOP OF EXISTING �4�/ �$,',} WATCH TOWER EXISTING TOWER •" E%ISTING STATE POLICE ( ELEV. 72'-0't AG.L. \ FOUNDATION EQUIPMENT SHELTER PpROPOSED SP OPE�R C.L.OF PROPOSED `P EXISTING 72'-0't � I _ —/, SPRINT ANIEIUKS WATCH TOWER A-3 SECTOR,TOTAL OF3)MOUNTED TO i NEW NILSf PIPES ON NO MOUNTS - E1F/.-72-O i EXISTING `//��•'-�/\��C.L. OF EXISTING SPRINT ANTENNAS I ELEV. - 72'-0'i:AG.L E%ISTING COAX LADDER ON FACE OF TOWER EXISTING I /� ENGINEER STAMP/SIGNATURE ICE BRIDG EXISTING PROPOSED SPRINT RRH'S(TIN.OF EXISTING OBSERVATION DECK 2 PER SECTOR TOTAL s 8) 1 3 PREPARED FOR: OBSERVATION DECK r--_--_--� PROPOSED(3) 1ED1�4ED I MOUNTED BELOW OBSERVATION DECK I I I CWRH EIaSTIN/1gIGD COAX CABLES ePROPOSED sPWNT RRN'S(IMP.OF I I TOP OF EXISTING S p ri nt' A-3 2 PER SECTOR TOTAL CF 8) II r-------------� _ _ LATTICE TOWER, VISION MOUNTED BELOW OBSERVATION OECI( II I I I ELEV. = 60'-0't AG.L 1 INTERNATIONAL BLVD. SUITE B00 MAHWAH• NJ 07495 -----_- I 1-800-357-7641 --- - - C.L. OF EXISTING EXISTING COAX P I I -_-___J PORT I I I 'I - - ISH.AN AV b PROJECT COOROINION AT @ MANAGEMENT: ELEV. S Alcatel-Lucent % --- ---------� III 1 ROBBINS ROAD III WESTFORD. MA 01886 Q PROPOSED SPROR eI III (978)932-1600 2 PROP1nED SPRINT 1900/800 MHZ PROPOSED SPRINT GPS s Wf�TM E EQUIPMENT MODIELTI A-2 II EXISTING 72'-o't PANEL ANTENNA(Tv.OF 1 PER ANTENNA,TO REPLACE e I III WATCH TOWER THIS D DOCUMENT'O THE DESIGN PROPERTY AND COPYRIGHT'OF E81 CONSULDNG, INC. A-3 SECTOR TOUL OF 3 MOUNTED TO EXISTING CPS ANTENNA, A-0 PROPOSED 1-1 4' III AND FOR THE EXCLUSIVE US BY THE (� / TITLE CLIENT.ANY WRITTEN E USE NEW MAST P�Ee ON C MOUNTS ON OE6FJNATION DECK � HYBRID CABLES kbUTED ON III � WITHOUT EXPRESS WRITTEN CONSENT OF x—x—x—z—x—x—x x—x—x—x—z—z—z—x—z—x—z—x—z—x—z—z—z EX6liNG CABLE LADDER I I THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24'[36- SZE PFBNTED MEDIA ONLY.ALL OTHER GRAF= SCALE I I PRINTED SIZES ARE DEEMED -NOT TO SCALE'. COMPOUND PLAN 0 r—W 5'-4• 1D'-e' 1e'-0' III SUBMITTALS SCALE:3/16'- 1'-O' II No. DATE DESCRIPTION BY 3/10' 1-0' NAME SIGNATURE DATE Z/F III 1 11/2/12 FOR REVIEW CU. III 2 2/23/12 PER COMMENTS CLL, SITE OWNER/LANDLORD III 13'-8'3 III J 03/18/12 FINAL CO JM PROPOSED(3) 1-1/4'HYWALL CABLES-ROUTED ON BRID III III EXISTING SPRINT r-------------------------------- --- COAX PANEL I EXISTING JUMPER FRAME I III I s'-1o't 1'-11't I I I I r————————————_— EBI JOB NO:1 I III ___ _ Ir------------ 81110359 ---- — --------- — __ — I I I I I EQUIPMENT CABINET LAYOUT III I I I EXISTING CABINET COUNT: 2 SITE : PROPOSEDI I * PROPOSED CABINET COUNT:J SPRINIT BATTERY SPRINT SPRINT BARNSTABLE — PROPOSED SPRINT ElE]CIRICAL BACKUP UNIT ON 9927/9928 BACKUP UNIT ON III I •I '' D E M CONDUIT ROUTED ON COUNG. F— STEEL BEAMS E MMEITS CABINET STEM BEAMS _ III I II 11 I III NO u5 OWLN FOR CLARITY. BS03XC310 576 OAK STREET WEST BARNSTABLE, MA 02630 N 1 I I ii I STRUCTURAL ANALYSIS PREPARED BY EBI II' BARNSTABLE COUNTY L — I ENTITLED )00000( DATED )O= EXISTING GRADE. I I -� ELEV. 0'-0't AG.L. SHEEP TITLE: [ [ -J EXISTING DEM COMPOUND PLAN & LOAD PANEL �N(CEILM urts ELEVATION EXISTING SPRINT POWER - k TELCO CABINET PROPOSED SPRINT POWER 3 FIBER DISTRIBUTION Box MOUNTED ON WALL EQUIPMENT CABINET LAYOUT-. D 1 GRAPHIC ec4 a GRs� DRAWN W. SHEET NO: SCALE CLL SCALE: 1/2'- 1' O 2'-8' e'-4' 10'�' TOWER ELEVATION G1ECKED BY` A 1 SCALE:3/16'- t'-O" 2 (IN FEET) OD 1 1- 1 3/16'- 11-4' DATE 2/23/12 m- EBI PROPOSED ,NT,�/ DMHZ CONSULTING PANEL ANTENNA(TYP.OF 1 PER sExaoR TOTAL of MOUNTED 21 B Street TO NEW 2-7/B OD SCHD 40 PIPE e Burlington,MA 01803 MAST ON EXISTING MOUNTS Tel:781.273.2500 SF EXISTING WHIP °Tops ANTENNAS, BY le Fax:W781.273.3311 ebiconsu ting.COm EXISTING WHIP 'tD�„ C-1 OTHERS TYP.) J0.e C-1 ANTENNAS, BY 0 OTHERS 9TYP.) e.s A-1 65C A-1 Thor Sf'CZ1+01MOt11 a Cw NOTE: THIS SITE PROPOSED SPRINT RRH'S CM.OF 2 EXISTINGCH TOWER* REQUIRES A H 0 T CUT EXISTING wATCH TOWER* BELOW OBSERVATION DEC PER SECTOR.TOTAL OF K MOUNTED WATCH TOWER EXISTING SPRINT Vv GPS ANTENNA 0 o ENGINEER STAMP/SIGNATURE PREPARED FOR: PROPOSED SPRINT DIPS ANTENNA B , TO REPLACE EXISTING DIPS B-1 ANTENNA,ON OBSERVATION DECK Sprint' EXISTING SPRINT CDMA VISION ANTENNAS TO BE REMOVED(TYP. 1 INTERNATIONAL BLVD. OF I PER SECTOR,TOTAL OF 3) W b SUITE 800 a m MAHWAH. NJ 07495 m 1-800-357-7641 PROJECT COORDINATION @ MANAGEMENT: Alcatel-Lucent I ROBBINS ROAD WESTFORD.MA 01886 EXISTING ANTENNA PLAN INTERIM FINAL ANTENNA PLAN (978) 952-1600 ANTENNA SCENARIO DOCUMENTSCALE N.T.S. 1 AN' IS THE DESIGN N AND IS OF EHI CONNSILTIP GamINC.m,PROPERTY AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT.ANY DUPLICATION OR USE . WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24':36' SZE PRINTED MEDIA ONLY.ALL OTHER PRINTED SIZES ARE DEEMED 'NOT TO SCALE'. SUBMITTALS NO. DATE DESCRIPTION BY 1 11/2/12 FOR REVIEW CLL 2 2/23/12 PER COMMENTS CLL 3 03/16/12 FINAL CO JM RF SYSTEM SCHEDULE-PANEL ANTENNAS ' JUMPER JUMPER � P,061IpN STATUS Dow FREQUENCY ANTENNA ANTENNA MODEL AZIMUTH DOWN M LY E (A")) HYBRID REMOVE �(IN.) JU111PEFI ANTENNA LENGTH ��irtY M YODEL COLOR P 4..�0 PmPosEn LENGTH• HEAD (FT•r COOING H 1900 -2' 1900 MHZ 1/2 10 4 RFS LCF12-50J TBD A A-1 PROPOSED 800 RFS APXVSPPIB-C-A20 65' 45' 0' -2, 72'-0'* 125 800 MHZ 1/2 10 2 RFS LCF12-50J TBD EBI JOB NO: ANTENNA FREOLET6Y ANTENNA DOWN DOWN RAD CENTER HYBRID REVGre JUMPER JUMPER JUYPER JUMPER JUMPER ANTENNA 81110359 E POSITION STATUS obw MANE ATIIFNIIA MODEL wEXh PROPOSED TILT M TLT E (pal) � RADIO Siff(N HEAD •) �N QUANTITY MAKE MODELCOLOR . T OWING 1900 A APXV9ERR18-C-A2 -2' 1900 MHZ 1/2 10 4 RFS LCF12-SOJ TBD SITE Wes' B-1 PROPOSED 800 RFS 0 18V 200' O -8 J2'-0'* ,25' 800 MHZ 1/2 10 2 RFS LCF12-50J TBD — BARNSTABLE G POSITION ANIEON FRWJE1CY ANTENNA ANTENNA MaoEL DOWN DOWN IUD CENTER c� REMOTE JUMPER LEMON JUMPER JUMPER JUMPERANTENNA COLOR D EM A STATUS (MHr) WID: �EXb�p� PROPOSED TILT Y- 1LT E (pOJ..) LENG1H HEAD STff(N.) (Fr.) QUANTITY MAKE EIODEL Coom M M 1900 -1' 1900 MHZ 1/2 10 4 RFS LCFi2-SOJ TBD - BS03XC310 A C-1 PROPOSED RFS AP%VSPPIB-C-A20 300' 30O 0' 72-0-* 125' •• 800 -T 800 MHZ 1/2 10 2 RFS LCF12-SOJ TBD ' CONTRACTOR TO FIELD VERIFY ALL CABLE JUMPER-LENGTHS AGAINST CURRENT TBOM. 576 OAK STREET WEST BARNSTABLE, MA 02630 BARNSTABLE COUNTY SHEET TITLE: EQUIPMENT CABINET LAYOUT & ANTENNA SCENARIO DRAWN BY: SHEET NO: CLL CHECKED BY: DD A-2 DATE. 2/23/12 00WNTILT ANGLEFREBI PER RF ENGINEER _- CONSULTING _ 21 B Street CD ® p — e ACKET Burlington,MA 01803 Tel:781.273.2500 Fax:781.273.3311 www.ebiconsulting.com -%M OF ANTENNA o MOUNT E _ NOTCH FILTER my o®o o 1 a o IMO.413p7 o 1900 MHz RRH N 800 MHz RRH 17.7'Hx13'W0.4'D 11//WI/VN 19.4'Hx13'*x10.7'D (TYPICAL OF 2) ENGINEER STAMP/SIGNATURE WEIGHT (WITHOUT HARDWARE): 53 LBS. WEIGHT (WITHOUT PIPE MOUNT BRACKETS): 118 LBS. 1900/800 MHZ ANTENNA PREPARED FOR: . RFS-APXVSPPIe-C-120(ALPHA h GAMMA) RFS-APXVBERR18-G-A20(BErA) Sprint VISION . I INTERNATIONAL BLVD. SUITE 800 MAHWAH. NJ 07495 REMOTE RADIO HEAD SPEC. 1-BOD-357-7641 SCALE:N.T.S. 1 1. UTILIZE EXISTING ANTENNA SUPPORT PROJECT COORDINATION a MANAGEMENT., BRACKETS a PIPE MOUNTS WHERE PANEL ANTENNA SPEC. CPS ANTENNA APPLICABLE. 2 Alcatel-Lucent 2. PROPOSED ANTENNA MOUNTING SYSTEM SCALE:N.T.S. TO MATCH COMPONENTS, DIMENSIONS h INSTALLATION DETAILS OF EXISTING I ROBBINS ROAD SPRINT ANTENNA MOUNTS. WESTFORD,MA 01886 (97a)952-1600 THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYRIGHT OF EBI CONSULTING.INC. AND FOR THE EXCLUSIVE USE BY THE 4 TIRE CLIENT.ANY DUPLICATION OR USE MOUNTING ,I WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. BRACKET ♦F DRAWING SCALES NOTED ARE FOR 24.36' DRAIN WIR*CLEAR rWHITE DASHED LINE SIZE PRIMED MEDIA ONLY.ALL OTHER PRINTED ON OUTER PRINTED SIZES ARE DEEMED 'NOT TO SCJLLE. EXISTING POWERSHEATH OVER DRAIN WIRE MOUNTING PIPE CABLES SUBMITTALS UV/POLYETHYLENE EXTERNAL JACKET NO. DATE DESCRIPTION BY PC TEL GPS-TMG-26NCMMINUM OC 1 11 12 FOR RENEW CLLGPS ANTENNA FIBER r�LELD 2 2/23/12 PER COMMENTS CLL ANTENNA DIMENSIONSI - ?5.0'H x 3.2'D �� MYU1R WEIGHT 0.6 LBS. INNER SHEATH 3 03/16/12 FINAL CO JM RADOME COLOR WHITE I GPS ANTENNA SPEC. HYBRIFLEX CABLE SPEC, SCALE:N.T.S. 3 $ SCALE:N.T.S. 7 EBI JOB NO: 81110359 OO SITE two: BARNSTABLE — DEM BS03XC310 �5 '• g 576 OAK STREET WEST BARNSTABLE, MA 02630 ";Um BARNSTABLE COUNTY j1 9927/0828 Weis ri18o�7 _ , �?• 1180 LHA 9NIEf TITLE: FIBER & POWER 9927/9928 BATTERY EQUIPMENT DETAILS DISTRIBUTION BOX SPEC MMBTS CABINET SPEC. BACKUP_ CABINET SPEC. SCALE N.T.S. 4 SCALE N.T.S. J SCALE:N.T.S. V DRAWN BY: SHEET N0: CLL CHECKED BY: j DATE: DD A-3 2/23/12 •ere .ue-� ,vsm.x SEE NOTE N0. 1 A-A dwm ' roc m NEW CABINET - SEE NOTE N0. 2 ----------- EBI EXISTING STEEL C O N S U L T I N G REMOVE GRATING IF PRESENT BEAM(V.I.F.) y �j I II iII EXISTING 21 B Street I CONCRTE PAD Burlington,MA 018 A018 03 �NEW cASNErZ Fax:781.273331 www.ebiconsulfng.co m I I I I SECTION A-Aor BOLT HOLE EXISTING STEEL �1I (TYP. OF 4) BEAM(V.I.F.) CIMI. Lit 1. SEE EQUIPMENT CUT SHEETS FOR BOLT HOLE SPACING. 2. NEW EQUIPMENT CABINET TO BE MOUNTED TO EXISTING SUPPORT SURFACE WITH BOLT—DOWN SYSTEM PER MANUFACTURER'S SPECIFICATION AND FIELD DRILL HOLES THROUGH EXISTING STEEL BEAMS AS REQUIRED. - ENGINEER STAMP/SIGNATURE 3. MAINTAIN A MINIMUM OF 1' DISTANCE FROM CENTER OF PREPARED FOR: BOLT HOLE TO EDGE OF FLANGE. Sprint' VISION BOLT HOLE PATTERN 1 INTERNATIONAL BLVD. SUITE 800 SCALE:N.T.S. 1 MAHWAH. NJ 07495 1-800-337-7641 PROJECT COORDINATION k MANAGEMENT: FIBER & POWER DISTRIBUTION BOX DETAIL 2 Alcatel-Lucent SCALE:N.T.S. 1 BOBBINS ROAD WESTFORD,MA 01888 (978) 952-IGM THIS DOCUMENT IS THE DESIGN PROPERTY .AND COPYRIGHT OF EBI CONSULTING,INC. AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT.ANY DUPLICATION OR USE . - WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STMCrLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24'X38' SIZE PRINTED MEDIA ONLY.ALL OTHER PRINTED SIZES ARE DEEMED NOT TO SCALE'. WALL OR SUBMITTALS CEILING UNISTRUT NO. DATE DESCRIPTION BY CHANNEL ' 1 I1/2/12 FOR REVIEW CLL EXITOWER 2 2/23/12 PER COMMENTS CU. 2'0 UCHMIEIGNT FLEXIBLE UOU10 TCNT 3 03/16/12 FINAL CO JM I CONDUIT(TOTAL OF 3, (1)FIBER, (1) POWER 1HYBRID CABLES I A(1)ALARM), ROUTED TO BTS CABINET R6lrlm ON LSOSTINO COWL I SUPPORT LADDER ATTACH NEW CABLES TO LADDER WITH SNAP-IN COAX IIANGERA BY SITE PRO 1 I (3)UNISTRUT OR APPROVED EQUAL PIPE CLAMPS I I EXISTING COAX SUPPORT LADDER ON TOWER EBI JOB NO: 81110359 SITE INFO: BARNSTABLE — CONDUIT SUPPORT DETAIL DENT SCALE,N.T.S. 3 .- CABLE SUPPORT DETAIL - VERTICAL CABLE LADDER _0 BS03XC310 N.T.S. SCALE:I 576 OAK STREET WEST BARNSTABLE, MA 02630 BARNSTABLE COUNTY SHEET TITLE: CONSTRUCTION DETAILS DRAWN BY: SHEET NO: CLL CHECKED BY:DO A_4 DATE: 2/23/12 NOTE. M� EBI —ALL STRUCTURAL STEEL, BOLTS, UNISTRUT & OTHER STRUCTURAL COMPONENTS SHALL BE HOT—DIPPED GALVANIZED. ExIsnNG SPRINT COMA ANTENNA AND _ EXITING PIPE MAST TO BE REMOVED ALL BOLTS TO BE FURNISHED & —APPLY ZINC—RICH COMPOUND TO INSIDEERS SURFAC SSOF C O N S U L T I N G FIELD—DRILLED HOLES, PRIOR TO INSTALLING HARDWARE. PRoaose0 2-7/e'OC scro 40 21 B Street —ANY DISCREPANCIES BETWEEN THIS DRAWING PACKAGE AND PIPE MAST 2-REPLACE E%ISTING_ EXIGINEERR OF RECORD PRIOR TO THE COMMENCEMENT OF (EXSTING FIELD CONDITIONS MUST BE REPORTED TO THE PIPE MAST ON EXISTING MourIS _ Burlington,MA 01803 ENACT LENGTH TO BE DETERMINED r Tel:781.273.2500 CONSTRUCTION. IN FIELD) I I (P) SPRINT 1900/800MH2 ANTENNA �TO BE MOUNTED TO NEW MAST PIPE Fax: ebico 3.3311 sultan S0.E EXISTING MOUNTS (TIP OF 1 PER www.ebiconsulting.COm I SECTOR TOTAL OF 3) I I tM OF I...ALL STRUCTURAL STEEL Is TO BE GALVANIZED. 2. ALL BOLTS TO BE FURNISHED WITH WASHERS AND NUTS. I I Oo ER Y 3. REPLACEMENT SECTIONS ARE TO BE A572 GR. 50 STEEL(50 KSI YEILD STRENGTH). I I cm p 4. MODIFICATIONS AS SHOWN ARE REOUIRED AT ALL TOWER FACES. I I NO.4YW 5. CONNECTIONS TO MATCH EXISTING.ALL BOLTS TO BE ASTM A325 HS BOLTS UNLESS I I OTHERWISE NOTED. REPLACE BOLTS WITH NEW BOLTS AT MEMBERS BEING REPLACED. REMOVED BOLTS SHALL NOT BE REINSTALLED.ALL BOLTS SHALL BE GALVANIZED. 6. EXISTING AND PROPOSED EOUIPMENT NOT SHOWN ON THE STRUCTURAL MODIFICATION DIAGRAM FOR CLARITY. REFER TO A-1 SHEET FOR EQUIPMENT LOCATIONS. L — J Vv 7. NO SIMULTANEOUS REPLACEMENT OF ANGLES. NO MORE THAN ONE ANGLE SHALL BE REMOVED FROM THE TOWER A7 A TIME. ENGINEER STAMP/SIGNATURE 68'ERA PREPARED FOR- EXISTING PIPE MOUNTING BRACKETS TO BE r l 4 RE-USED. CONTRACTOR TO VERIFY EXISTING S p 1 I n • MOUNTS ARE IN GOOD USABLE CONDITION, AND VISION m B SHALL REPLACTS E EOUABOLTS, NUTS SS OR. 1 INTERNATIONAL BLVD. SUITE 800 MAHWAH. NJ 07495 60'A.G.L. 1-800-357-7641 PROJECT COORIXNA m&mmAGEIIENT: Alcatel-Lucent of C' , FOR ROAD WESTFORD-MA.01886 (978)952-16M RTY REPIACE DIAGONALS IN NOT THIS COPYRIGHT OF EBEI OCONSULTINPRC.INNC. THIS SECTION WITH THIS DETAIL APPLIES ANTENNA AND FOR THE EXCLUSIVE USE BY THE 46.67'-A.G.L L3J5X3.570/16 DIAGONALS To ALL SECTORS. MOUNTING PHOTO T WITHRIH WENT.ANY DUPLICATION uOUT EXPRESS WRITTEN CONSEE OF NT OF SCALE N.T.S. 2 THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24'z36' SIZE PRINTED MEDIA ONLY.ALL OTHER 12 PRINTED SIZES ARE DEEMED 'NOT TO SCALE'. EXISTING CHANNEL SUPPORTS FOR EXISTING TOWER CABIN SUBMITTALS EXISTING DISH ANTENNAS, TIP. IW. DATE DESCRIPTION BY EXISTING DISH ANTENNA, PROPOSED 2-3//8 O.D.SCH.40 1 11/2/12 FOR REVIEW CU. BY OTHERS MAST PIPE,TYP.USE MINIMUM 33.34' A.C.L. REPLACEDIAGONALS IN LENGTH TO SATISFY FIELD 2 2/23/12 PER CO LL MMENTS C INS SECTION WITH REQUIREMENTS 02IM 5/18'DIAGONALS 3 03/16/12 FINAL CO JN PROPOSED 1/2.0 U-BOLT.TIP. g F PROPOSED 800 MHz FIRM (BASHED FOR CLARITY) ® 20.01'A.G.L. JOB 81110359 REIPLACE THIS R `S IN I I I SITE INFO: z L 3 5X3 SXS/16-DIAGONALS I I z BARN DENT LE — � � J PROPOSED 1900 13.34' A.G.L. MHz RRH(DASHED REPLACE DIAGONALS IN FOR CLA" L3_X3 5/I//1 SECTION8 DIAGONALS BS03XC310 576 OAK STREET 6.67•A.G.L. - WEST BARNSTABLE, MA 02630 o� BARNSTABLE COUNTY EXISTING TOWER SIIEET TITLE:DIAGONAL, TIP. E%ISTING GRADE, ELEV. - 0'-0'i:A.G.L ' STRUCTURAL DETAILS EXISTING TOWER STRUCTURAL MODIFICATION HORIZONTAL MEMBER REPLACEMENT DIAGRAM Exlsnrc TOWER LEG SCALE:N.T.S. 1 MEMBER DRAWN BY: SHEET NO: CLL RRH MOUNTING DETAIL CHECKED BY: S— 1 3 SCALE:N.T.S. DATE DID 2/23/12 NOTES TO CONTRACTOR E INSTALL FACTORY ELBOWS ON 2'AND ABOVE CONDUIT.FIELD BENDS AND ' 1. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL AND OFFSETS SHALL BE MADE WITH AN APPROVED BENDING MACHINE.USE CONDUIT BODIES EBII¢� ENGINEERING DRAWINGS AND SPECIFICATIONS. ASSEMBLY TO FACILITATE PULLING OF CONDUCTORS OR TO MAKE CHANGES IN CONDUIT 2. ALL ELECTRICAL WORK SWILL COMPLY WITH THE WIRELESS CARRIERS INSTALLATION DIRECTION TO AVOID CONFLICT IN CONFINED SPACE GUIDE. F. BURIED ELECTRICALDUCTS SMALL USE SCHEDULE 80 RIGID PVC PLASTIC NOTE. (APPLY TO SINGLE LINE DIAGRAMI C O N S U L T I N G 3. THE ELECTRICAL CONTRACTOR SHALL INITIATE AND COORDINATE EXACT UTUIY CONDUIT WITH WATERTIGHT JOINTS.ALL UNDERGROUND/BURIED 9O ELLS SHALL BE 1. CONTRACTOR SHALL PROVIDE 100A, 240V, 2P CIRCUIT 21 B Street SERVICES WITH LOCAL UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION TO CONFIRM RIGID TYPE FIRINGS.USE RIGID GALVANIZED CONDUIT ELBOWS TO TRANSITION FROM BREAKER AS NECESSARY IN THE EXISTING SPRINT PPC Budin ton,MA 01803 CAPACITIES,CONNECTION POINT, ROUTING AND ASSOCIATED WORK REQUIREMENTS TO PVC TO RIGID GALVANIZED STEEL CONDUIT INSTALLED FROM 18'BELOW GRADE AND g COMPLETE THE INSTALLATION AND MEET CONSTRUCTION SCHEDULE. IF SITE CONDITIONS ABOVE GRADE L ALL PVC CONDUITS BURIED LESS THAN 18'BELOW GRADE SHA BE (MATCH EXISTING CIRCUIT BREAKERS) FOR THE (P) Tel:781.273.2500 REQUIRE,THE CONTRACTOR IS TO PROVIDE AND INSTALL ALL UNDERGROUND CABLES SCHEDULE 80 9927/9928 MMBTS. Fax:781.273.3311 AND DUCT BANKS AS REQUIRED BY THE UTILITY COMPANY.COORDINATE CONDUIT ROUTE OF UNDERGROUND SERVICE IN THE FIELD WITH THE WIRE! CARRIERS www.ebiconsulting.com CONSTRUCTION MANAGER AND RESPECTIVE UTILITY COMPANIES. G. EXPOSED OUTDOOR LOCATIONS SHALL USE RIGID GALVANIZED STEEL(RCS) 2. ELECTRICAL CONTRACTOR TO VERIFY IN THE FIELD THAT THE CONDUIT,U.O.N.WITH THREADED OR RAN TIGHT FITTINGS.EXPOSED THREADS SWILL EXISTING CONDUCTORS SERVICING THE EXISTING BTS CABINET 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND POWER CT REQUIRED IN BE PROTECTED WITH ZINC-RICH PANT.USE SUN RESISTANT LIQUID TIGHT FLEXIBLE FROM THE EXISTING POWER PANEL IS RATED, EQUAL TO OR STRICT ACCORDANCE CORN THE LATEST EDITION OF THE NATIONAL INTERRUPTION OF CODE AND METALLIC CONDUIT AND WATERTIGHT CONNECTIONS WHERE REQUIRED TO MAKE FINAL tM OF OSHA REQUIREMENTS AND TO COMPLETE WORK WITHOUT INTERRUPTION OF EXISTING48-HOURS CONNECTIONS TO EQUIPMENT IF R IS NOT EXPOSED TO PHYSICAL DAMAGE, EXTREME GREATER THAN, #2 AWG, THHN/THWN, SPECIFIED FOR THE SERVICE TO WITH H AND/OR EQUIPMENT UNLESS OTHERWISE ACRE.TO 18-HOURS HEAT OR COLD. ENSURE CONTINUITY OF THE BONDING AND(MOUNDING SYSTEM WHEN PROPOSED 9927 9928 MMBTS REPLACEMENT CABINET. IN ADVANCE WITH THE WIRELESS CARRIERS CONSTRUCTION MANAGER. CONDUITS TRANSITION TO NON METALLIC CONDUITS OR WHEN EXPANSION TYPE FIRINGS UPGRADE CONDUCTORS AND OR CONDUIT AS NEEDED TO 5. THE LOCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE PLANS ARE ARE USED. ENSURE COMPLIANCE WITH THE NEC. my DIAGRAMMATIC.EXACT LOCATION AND ROUTING SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD PRIOR TO INSTALLATION WITH THE APPROVAL OF THE H. DRY INTERIOR LOCATIONS SHALL BE ELECTRICAL METALLIC TUBING(E)M WITH p WIRELESS CARRIERS CONSTRUCTION MANAGER OR OTHERWISE BE REROUTED AT THE STEEL COMPRESSION TYPE FITTINGS.THE USE OF SET SCREW FITTING IS NOT EXISTING SPRINT. 100A, a ,' EXPENSES OF THE CONTRACTOR. PERMITTED- NO EXCEPTION. 12O/240V m, 6. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SWILL BE FIELD I. PROVIDE INSULATED BUSHINGS TO PREVENT ABRASION OF WIRES AND DOUBLE l POWER VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO LOCKNUTS ON CONDUITS ENTERING OR LEAVING JUNCTION BOXES, PULL BOXES, ROUGH-IN OF CONDUITS.ALL EQUIPMENT SHALL BE PROPERLY CONNECT. ELECTRICAL DEVICES AND EQUIPMENT CABINETS.EQUIP ALL RGS CONDUIT WITH GROUND ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT(THE DESIGN OF BUSHINGS AND GROUND R TO THE COMMON GROUNDING ELECTRODE SYSTEM. THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN DRAWINGS).LOCATION OF OUTLETS,BOXES. ETC.AND THE TYPE OF CONNECTION(PLUG OR DIRECT), SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO TOUCH-IN. J. AVOID CONDENSATION POCKETS IN INSTALLATIONS. KEEP CONDUIT,FITTINGS AND BOXES FREE FROM FOREIGN NATTER BEFORE DURING AND AFTER INSTALLATION. (E) SPRINT FEEDER 7. THE CONTRACTOR SHALL PERFORM IEEE'THREE POINT FALL OF P07ETMAL' CONDUCTORS RESISTANCE TO EARTH TEST FOR GROUND ELECTRODE SYSTEM AT EXTERIOR LOCATED K. ALL CONDUITS,INCLUDING THOSE WITH NEW CABLES INSTALLED,SMALL HAVE A SITES.THE CONTRACTOR SHALL INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NYLON PULL ROPE INSTALLED TO FACILITATE FUTURE PULL ENGINEER STAMP/SIGNATURE NE..TO ACHIEVE A TEST RESULT OF S OHMS OR LESS.REFER TO THE WIRELESS CARRIERS INSTALLATION GUIDE FOR COMPLETE TESTING AND RECORDING L THE MINIMUM SIZE OF CONDUIT SMALL BE 3/4% PREPARED FOR: REQUIREMENTS. 8. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH (E) 100A. 0A.,240V, IN SECTION 18120-CONDUCTORS PPC W/200A 2P, MAN Sprint'14, BUILDINGS. DO NOT PENETRATE STRUCTURALMEMBERS WITHOUT CONSTRUCTION CIRCUIT BREAKER MANAGERS APPROVAL_SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION HYBRID CABLES TO VISION SMALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE A ALL POWER WIRE SHALL BE TYPE THHN/THWN INSULATED SINGLE COPPER ANTENNA RRH'S I INTERNATIONAL BLVD. RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR PENETRATIONS SHALL PREVENT CONDUCTOR,RATED AT 600 VOLTS 9OC TO COMPLY WITH UL A NEMA WC 70.MINIMUM SUS 800 PASSAGE OF WATER,SMOKE FIRE AND FUMES.AL MATERIAL SHALL BE UL APPROVED WIRE SIZE FOR CURRENTS UP TO 20 AMPERE SHALL BE/12 AWG. USE SOLID COPPER —— MAHWAH. NJ 07495 FOR THIS PURPOSE UP TO SIZE/10 AWG AND SMALLER:STRANDED COPPER FOR/8 AWC AND LARGER. BUILT-IN �1 -2P 50A-2P MANUFACTURER 1-800-337-7841 USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. GENEDC FEEDS PER RATOR TVSS REQUIREMENTSPKO.IECf COORDINATION k MANMEAEM: 9. PENETRATION OF THE ROOF MEMBRANE IS PROHIBITED EXCEPT WITH THE APPROVAL RECEPTACLEOF BUILDING OWNER/MANAGEMENT AND HIS ROOFING CONTRACTOR.CONTRACTOR TO B. USE MANUFACTURER-APPROVED PUWNG COMPOUND OR LUBRICANT WHERE 20A/1P GFI FlBEIVOC COORDINATE WITH THE BUILDING ROOFING CONTRACTOR AND FLASH ALL PENETRATIONS NECESSARY.COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION. BUTq Alcatel-Lucent TO THE SATISFACnON OF THE BUILDING OWKER/MANAGEMENT TO MAITAIN THE DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND 20A/IF CABINET ROOFING WARRANTY,IF ANY. I TELCO SIDEWAL PRESSURE VARIES. 2DA/1P 1 ROBBINS ROAD TO.ELECTRICAL EQUIPMENT SMALL BE FIRMLY SECURED TO THE SURFACE ON WHICH R IS C. USE PULLING MEANS: INCLUDING FISH TAPE CABLE, ROPE.AND BASKET-WEAVE I LIGHTS -1-- r, ,-,-p WESTFORD MA 01886 MOUNTED. WIRE/CABLE GRIPS THAT WILL NOT DAMAGE CABLES OR RACEWAY. 1 1P FAN 1HHN357FLWDED COF�'L7L, 9927 (978)952-1600 11.COMMUNICATION EQUIPMENT AND RACEWAYS SHALL COMPLY WRRI REQUIREMENTS OF 0. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION I I�/� r RGS THIS DOCUMENT IS THE DESIGN PROPERTY NEC CHARTER 8 AND ARTICLE 480 WHERE APPLICABLE. WITHOUT SPLICES AS MUCH AS POSSIBLE. SPLICES,JOINTS AND CONNECTIONS IN I AND COPYRIGHT OF ESI CONSULTING,INC. CABLE SIU1LL BE MADE ONLY IN PULL BOXES,JUNCTION BOXES OR MANHOLES.CABLE RATTY AND FOR THE EXCLUSIVE USE BY THE ELECTRICAL SPECIFICATIONS W BACKUP TIRE CLIENT.ANY DUPLICATION OR USE SHALL BE LOOP.IN ALL JUNCTION BOXES AND PULL BOXES.AND RACKED IN (E)GROUND PER CABINET WITHOUT EXPRESS WRITTEN CONSENT OF SECTION 16010-GENERAL PROVISIONS MANHOLES. NEC I I (TOTAL OF 2) THE CREATOR IS STRICTLY PROHIBITED. A Al APPLICABLE PROVISIONS OF DIVISION 01 GOVERN WORK UNDER THIS DIVISION. E. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO — I DRAWING SCALES MDT.ARE FOR 24'E38' J SIZE PRINT.MEDIA ONLY.ALL OTHER SCSI REFER TO THIS ARTICLE ON THE DRAWINGS FOR ADDITIONAL INFORMATION. TORQUE VALUES PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S AND ———— PRINTED SIZES ARE DEEMED NOT TO SCALE•• TORQUE VALES ARE NOT INDICATED.USE THOSE SPECIFIED IN UL 488A AND UL B. THIS CONTRACTOR SHALL GUARANTY FULLY ALL WORKMANSHIP.MATERIAL,EQUIPMENT. 486B. - SUBMITTALS SYSTEMS. ETC..PROVIDED BY HIM FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE PROJECT. F. CONNECTORS AND LUGS FOR COPPER CONDUCTORS/8 AND SMALLER: 3M SCOTCHLDK SERIES 61 SNAP SPADE,OR ACCEPTABLE EQUAL OR T A B STA-KON NO. DATE DESCRIPTION BY C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE COMPRESSION OR INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING APPLICABLE STATE NATIONAL AND LOCAL ORDINANCES.BUILDING CODES AND THE CAPS.FOR COPPER CONDUCTORS LARGER THAN/8: SOLDERESS•INDENT,HEX 1 11/2/12 FOR REVIEW ql NATIONAL ELECTRIC CODE,AND THE TERMS AND THE CONDITIONS OF THE AUTHORITIES SCREW OR BOLT TYPE PRESSURE CONNECTORS. PROPERLY TAPED OR INSULATED. HAVING LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED.ALL MODIFICATIONS SINGLE LINE DIAGRAM 1 2 2/23/12 PER COMMENTS CLL REQUIRED BY THESE CODES.RULES. REGULATIONS.AND AUTHORITIES SHALL BE MADE C. PROVIDE ADEQUATE LENGTH OF CONDUCTORS WITHIN ELECTRICAL ENCLOSURES BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE OWNER. AND TRAIN THE CONDUCTORS TO TERMINATION POINTS WITH NO EXCESS. MAKE SCALE.'N.T.S. 3 03/18/12 FINAL CO JM 0. ALL MATERIALS,APPLIANCES. EQUIPMENT.OR DEVICES SHALL BE NEW AND SHALL BE TERMINATIONS SO THERE IS NO BARE CONDUCTOR AT THE TERMINAL SPECIFICATION GRADE AND LISTED,LABELED AND CERTIFIED BY UNDERWRRE'S H. COLOR CODE PHASE,NEUTRAL,TWO GROUND CONDUCTORS COLOR-COOED IN ' LABORATORIES INC. FOR THE USE, ALL OUTDOOR ELECTRICAL ENCLOSURES SIHAl BE ACCORDANCE WITH NEC.IDENTIFY ALL CONDUCTORS OF THE SAME PRISE CONDUCTOR WEATHERPROOF AND BE NEMA 250,TYPE 3R RAT.,OR BETTER. ' TO THE SAME COLOR CODE SUGGESTED COLOR CODING FOR 120/208V,SHOULD BE BLACK RED.BLUE.WHITE.AND 277/48OV. SECTION 16075- ELECTRICAL IDENTIFICATION GRAY WITH GREEN FOR ALL EQUIPMENT GROUND CONDUCTORS. �BE BROWN,ORAN . W ELECTRICAL LEGEND A PROVIDE AND INSTALL WARNING,CAUTION AND INSTRUCTION SIGNS WHERE REQUIRED 1. EACH CONDUIT OR RACEWAY THAT HAS A PRISE CONDUCTOR SHALL ALSO SYMBOLS ABBREVIATIONS TO COMPLY WITH N.E.0 AND OSHA REGULATIONS AND WHERE NEEDED TO ENSURE CONTAIN A GREEN INSULATED GROUNDING CONDUCTOR SIZED PER N.E.C. UNLESS CONDUIT TURNING UP EBJ JOB NO: SAFE OPERATION AND MAINTENANCE OF ELECTRICAL SYSTEMS AND OF ITEMS TO WHICH OTHERWISE INDICATED. AWG AMERICAN WIRE GAUGE THEY CONNECT.ALL LABELS SHALL BE SUITABLE FOR EXTERIOR USE WHEN INSTALLED CONDUIT TURNING DOWN 81110359 OUTDOORS. J. AFTER THE ELECTRICAL EQUIPMENT AND THE WIRING IS INSTALLED,BUT BEFORE -------- CONDUIT RUN UNDERGROUND ETTCW BARE TINNED COPPER WERE S. ALL ELECTRICAL EQUIPMENT SHALL BE MARKED AND LABELED FOR IDENTIFICATION ELECTRICAL CONNECTIONS TO EQUIPMENT.TEST PHASE-TO-PRISE AND CONDUIT RUN ABOVE GROUND XTS BASE TRANSMISSION SITE INFO: PURPOSES WITH PHENOLIC NAMEPLATES SIZED IN RELATION TO THE APPARATUS AND PHASE-TD-GROUND INSULATION ON SERVICE ENTRANCE AND FEEDERS TO ENSURE ATTACHED ON THE EXTERIOR SURFACES INDICATING THE EQUIPMENT DESIGNATION. THAT THEY HAVE THE PROPER INSULATION AND ARE FREE:OF GROUND FAULT. METER ON METER/BREAKER CIQBE COPPER ISOLATED GROUND BAR EXTERNAL BARNSTABLE — OPERATING VOLTAGE AND THE SOURCE SUPPLYING THE EQUIPMENT. ENGRAVED LABEL SYSTEMS RATED ABOVE 250 VOLTS SHALL BE TESTED WITH A 1000 VOLT MEGGER. UNIT SHALL BE PROVIDED ON THE WIRELESS CAMBERS METER SOCKET ENCLOSURE CIRCUITS RATED AT OR BELOW 250 VOLTS SHALL BE TESTED WITH A 500 VOLT ® MEGGER. SG/RpUND TROD COPPER CLAD DWG DRAWINGS C. DEAD ' C. ALL CABLES OR CONDUCTORS SHALL BE IDENTIFIED WITH CIRCUIT IDENTIFICATION MARKERS IN EACH PULL BOX.J-BOXES.EQUIPMENT BOXES AND CABINETS WITH K. CORRECT MALFUNCTIONING CONDUCTORS AND CABLES.WHERE POSSIBLE,AND ® 5/8'a 10'-0'COPPER CLAD EKE EQUIPMENT ISOLATED GROUND BAR APPROVED PLASTIC TAGS OR APPROVED EQUAL RETEST TO DEMONSTRATE COMPLIANCE OTHERWISE.REMOVE AND REPLACE WITH NEW GROUND ROD WITH TEST WELL BS03XC310 EMT ELECTRICAL METALLIC TUBING UNITS LEC AND RETEST As SPECIFIED.PER NEc770TO IN THE REQUIREMENTS OF 30BER FOR ■ EXOTHERMIC TYPE CONNECTION O1scLAIMM —NOTE: 576 OAK STREET D. AL DIRECT BURIED CONDUITS SHALL BE PROVIDED WfiTl 8'WIDE 5 MIL THICK ELECTRICAL INSTALLATIONS SHALL A,50 APPLY TO INSTALLATIONS OF OPTICAL FIBER 1.PROVIDING RAE)OFREQUENCY HAZARD WARNING SIGNS, ALUMINIZED PLASTIC WARNING TAPE IDENTIFYING CONTENTS.TAPE COLORS SHALL BE CABLES AND RACEWAYS.THE ACCESSIBLE PORTION OF ABANDONED OPTICAL FIBER CABLES COMPRESSION TYPE GEN GENERATOR AWARENESS OF THE POTENTIAL FOR RF EXPOSURE IN A ORANGE FOR TELEPHONE AND RED FOR ELECTRIC. SWILL BE REMOVED. CONNECTION WORKPLACE OR SIMILAR ENVIRONMENT, SPECIFIC TRAINING AS WEST BARNSTABLE, MA PART OF ANE. L LABELS AND PANEL DIRECTORIES SHALL BE TYPEWRITTEN.NOT HAND WRITTEN. - GROUND RING. 02 AWG SOLID CPS GLOBAL POSITIONING SYSTEM MEASURES REGAt015 NG THE EFFECT OF RADIO RED EQU REOUI A ENCY ON 02630 TINNED COPPERSECTION 16410- ENCLOSED SWITCHES D CIRCUIT BREAKERS —C—G— CON UCTORE6"BELOW FROSTO INTERIOR GROUND RING(HALO) THE GENERAL PUBLIC. REPORRTTING STORAGE BATTERIES,AND THE HUMAN REGARD TO EXPOSURE BARNSTABLE COUNTY F. INSTALL LABEL ON EACH ACCESSIBLE SIDE OF ENERGIZED EQUIPMENT TO READ: LINE AND 24'OF CONCRETE DESIGN OF FAA REQUIRED OBSTRUCTION LIGHTING ARE NOT MAINTAIN 30'(MJN)W X 36-0 X 78TH CLEAR WORKING SPACE. A MOLDED-CASE CIRCUIT BREAKER TO COMPLY WITH NEMA AB 1,WITH PLATFORM IACB LOWER AT COPPER(MOUND BAR PART OF THE EBI CONSULTING A&E DEPAR UENT S SCOPE OF F TITLE:CAPACITY TO MEET RATING TO MATCH EXISTING OR AS REQUIRED FOR - WORK. SECTION 16110- RACEWAYS,BOXES AND FITTINGS AVAILABLE FAULT CURRENTS. DO NOT USE SERIES RATING FOR NEW EQUIPMENT. e REPRESENTS DETAIL NUMBER MGB WASTER ISOLATED GROUND BAR IF EXISTING SERIES RAT.EQUIPMENT IS SPECIFIED FOR USE IN THIS PROJECT.THEN TOOT REF.DRAWINGS NUMBER A INSTALL ALL CONDOR AS REQUIRED FOR THIS CONTRACT PER NEC BY TYPE AND USE• PROVIDE'CAUTION' MARKING ON THE EXISTING EQUIPMENT ENCLOSURE THAT ARE SERIES PPC POWER PROTECTION CABINET UNLESS NOTED OTHERWISE WITHIN THIS SPECIFICATION. RATED AS DESCRIBED IN NEC 110-22. XXX DETAIL NUMBER RGS RIGID GALVANIZED STEEL CONSTRUCTION DETAILS B. EXERCISE PARTICULAR CARE IN ROUTING AND GROUPING EXPOSED CONDUIT TO 8. PROVIDE MOLDED CASE BOLT-ON,THERMAL MAGNETIC TRIP, SINGLE,TO OR NON-FUSED DISCONNECT PRESENT NEAT AND WORKMANLIKE APPEARANCE WITH ALL LINES RUNNING PARALLEL PAPALLEL THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE ® SWITCH PINY RACEWAY WITH OR PERPENDICULAR TO SITE LINES AND EQUIPMENT. BREAKERS SHALL BE SINGLE WANGLE,COMMON TRIP AND MADE BY EQUIPMENT C. CUT ALL CONDUITS WITH AN APPROVED CURING MACHINE AND REAM AFTER MANUFACTURER. ®. FUSED DISCONNECT SWITCH TYP TYPICAL. THREADING TO REMOVE L BURRS. C. PROVIDE ENCLOSURE TO COMPLY CORM NEMA AD 1 AND NEMA KS 1 TO MEET � CIRCUIT BREAKER (E) EXISTING DRAWN BY: SHEET N A CLL D. WHERE SIZE IS NOT SPECIFIEDENVIRONMENTAL.CONDITIONS OF INSTALLED LOCATION. ON DRAWINGS.THE CONTRACTOR SHALL SIZE CONDUIT, OUTDOOR LOCATIONS SMALL BE G♦ GROUNDING ELECTRODE (P) PROPOSEDJUNCTION AND/OR PULL BOXES PER BASED ON WIRING REQUIREMENT.THE NEMA TYPE AR' CHECK. BY: _ CONTRACTORR AND SHALL PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN ON DD THE DRAWINGS OR NOT SHOWN,AND AS REQUIRED BY N.E.0 TO LOOTED BENDS IN D. VERIFY EXISTENCE OF NEC 110.28 REQUIRED CLEAR WORKING SPADE AT THE CONDUITS TO AN EQUIVALENT OF(4)90-DEGREE BENDS. FRONT OF ELECTRICAL EQUIPMENT PRIOR TO INSTALLATION. DATE 2/23/12 �G9M NL m EXISTING/PROPOSED GROUNDING NOTES ELECTRICAL SPECIFICATIONS Av ANTEN14A MOUNTING PIPE 1. SEE DRAWING E-1 FOR LEGEND AND ABBREVIATIONS SECTION 16430 -GROUNDING EBI 2. A GROUND W� BE BARE�z Awc BLW 1• �� I GROUNDINGc �COMPLY w THE NATIONALNCfBc C O N S U L T I N G LSMMUM � CO . NATIONAL ��O FA) 7EDITION).AND MARUFACTIIRER'S REQUIREMENTS. 21 B Street — — — — — — — ——— — — — — ——— — —— — — 3. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT. I SPRINT EQUIPMENT DOWNWARD PATH TO GROUND WITH GRADUAL BENDS 2. THE AC PANEL IN THE POWER CABINET IS WIRED AS A SERVICE ENIR/WCE,IF R IS USED AS Burlington,MA 01803 AS REQUIRED.GROUND WIRES SHALL NOT BE LOOPED SERVICE PANEL THE NEC-280.66 REQUIRED GROUNDING ELECTRODE CONDUCTOR SHALL EIE Tel:781.273.2500 OR SHARPLY BENT. INSTALLED IN THE AC POWER CONDUIT.THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). IN THE CASE THAT MAIN SERVICE DISCONNECT IS SUPPLED AT THE Fax:781.273.3311 4. ELECTRICAL CONTRACTOR SHALL COORDINATE MAIN METER LOCATION,THE BOND BETWEEN NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR IN INSTALLATION OF GROUND RODS AND GROUND RBNG THE AC PANEL SHALL BE REMOVED BY CONTRACTOR. www.ebiconsulfing.CORI PROPOSED I I WITH FOUNDATION AND UNDERGROUND CONDUIT. 3. EXOTHERMIC WELDING E RECOMMENDED FOR GROUNDING CONNECTION PIE-2 PRACTICAL RR1 S. EACH EQUIPMENT CABINET SWILL BE CONNECTED TO OTHERWISE THE CONNECTION SHALL BE MADE USING COMPRESSION TYPEAT HOLES,IANC BARREL AMC I I I THE MASTER ISOLATION GROUND EWR(NCB)WITH /2 LUGS OR DOUBLE CRIMP'C'CLAMP.THE COPPER CABLES SHALL BE COATED WITH AN �-�, AWG INSULATED STRANDED COPPER WIRE. EQUIPMENT ANTI-OXIDANT(THOM S BETTS KOPR-SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS THE CABINETS S"ALL HAVE(2)CONNECTIONS. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED TORQUES ON THE BOLT ASSEMBLY 9927/9928 I TO SECURE CONNECTIONS. MMBTS I 8. PROVIDE DEDICATED/2 AWC COPPER GROUND WIRE �v FROM EACH ANTENNA MOUTHING PIPE TO ASSOCIATED 4. THE ANTENNA CABLES SHALL BE NNA CABLE AT THE TOP LANDB BOTTOM OF THE VERTICAL RUN FOR mw _ LIGHTNING PROTECTION.THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO SEND TOWARD GV1L. BATTERY FIBER/DC 7. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING THE HORIZONTAL PLANE WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS 110.4TW CABINET CABINET I GROUND BARS HAVE ENOUGH SPACE/HOLES FOR POSSIBLE ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL AM BE EQUIPPED WITH ADDITIONAL TWO HOLE LUGS. ADDITIONAL GROUNDING AT AID-POINT. v B. ALL CONOUTIS SHALL BE PoCID GALVANIZED STEEL AND S. THE MASTER GROUND f1AR(MCB)SHALL BE YADE OF BARE 1/4':2'COPPER(FOR OUTDOOR /8 BTCW 2 PER SHALL BE PROVIDED WITH GROUNDING BUSHINGS. APPLICATIONS IT SHALL BE TINNED COPPER)AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED �.�ANEDGEDi CABINET(TIP) NUMBER OF GROUND CONNECTIONS.THE HARDWARE SECURING THE MGB SHALL E].ECTRICALLY IIIR2 6. PROVIDE GROUND CONNECTIONS FOR ALL METALC INSULATE THE MGB FROM ANY STRUCTURE TO WHICH IT IS FASTENEDYS AND OTHER . .00 CONDUCTIVESTRUCTURES�ITENE"S ASSOCIATED WI HA THE INSTALLATION8. GROUND CONNECTIONS: CLEW SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR (EE RF:p J EDULES I OF CARRIER'S EQUIPMENT. CLAMPS. D SURFACE IS COATED. REMOVE THE COATING.APPLY A NON-CORROSIVE APPROVED 0 n n n N) n I COMPOUND TD CLEAN SURFACE AND INSTALL LUGS OR GAWPS.WHERE GALVANIZING IS REMOVED FOR QUANIT Y) 10.WHEN CABLE LENGTH IS OVER 20'.THE FROM METAL IT SHALL BE PAIRED OR TOUCHED UP WITH 'GALVAMOX'. OR EQUAL. HYBRID CABLEI I PERUTHE�NANUFACNRERS SPECIFICATIONS GROUND KIT MUST BE ��ED PROTECTIVE GROUNDING SYSTEM GENERAL NOTES (TOTAL OF 3) I I ENGINEER STAMP/SIGNATURE I I 11.GROUND LL BS OR LESS. TESTED AND SMALL HAVE A AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS,AND FRAMES OF EQUIPMENT AND EXISTING CIGBE, (1) PER WHERE EXPOSED FOR GROUNDING.CONDUCTOR TERMINATION SHALL BE PERFORMED UTILIZING TWO PREPARED FOR: G RESISTANCE �AMST F 3 SECTOR(SEE NOTE 7) MYBRID CABLE EXISTING MGB HOLE BOLTED TONGUE COMPRESSION TYPE LUGS WITH STAINLESS STEEL SELF-TAPPING SCREWS. GROUND KIT L _(SEE NOTE 7) _ _ _ _ _ _ __ _ _ _ J B. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS AND PVC S p ri nf "CONDUITS SHALL BE PVC TYPE(NON CONDUCTIVE).DO NOT USE METAL BRACKETS OR SUPPORTS VISION INTEGRAL GROUND TOr&f6 WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR 1 INTERNATIONAL BLVD. CONDUCTOR 1YfiH 2"GEE LUG C. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A COPPER SHIELD ANTI-CORROSIVE AGENT MAHWa�J0 495 1. TYPICAL FOR ALL SECTORS. EXISTING GROUND ELECTRODE SUCH AS T&B KOPR SHIELD.VERIFY PRODUCT WITH IIGHISQUARED PROJECT MANAGER. 1-800-357-7641 CONDUCTOR TO EXISTING 2. REFER TO PLANS FOR QUANTITY & GROUNDING ELECTRODE D. ALL EI0.T5,WASHERS,AID NUTS USED ON GROUNDING CONNECTIONS SHALLL BE STAINLESS STEEL PROJECT COORDINATION&MANACENpIf�;c'j/,[({�j✓fJ�_J\J E INSTALL GROUND BORBUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND LOCATION OF NEW ANTENNAS, EQUIPMENT Bus IN THE PANEL BOARD. & ANTENNA MOUNTING PIPES. F. GROUND ANTENNA BASES,FRAMES.CABLE RACKS,AND OTHER METALLICRIT COMPONENTS W /2 Alcatel-Lucent INSULATED TINNED STRANDED COPPER GROUNDING CONDUCTORS AND CONNECT To INSULATED I ROBBINS ROAD ANTENNA SURFACE MOUNTED GROUND BARS.CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S wESIFORO. MA(97B)952-1018 01ese SPECIFICATIONS FOR GROUNDING. NEW EQUIPMENT G. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELNES. GROUNDING DIAGRAM ANID DOCUMENT COPYRIGHT OF THE CONSSULnN"C.INC SCALE N.T.S. 1 GROUNDING PLAN rL AND FOR THE EXCLUSIVE USE BY THE SCALE N.T.S. 2 TITLE CUENT.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24.36' SIZE PRINTED MEDIA ONLY.ALL OTHER PRINTED SIZES ARE DEEMED 'NOT TO SCALE". SUBMITTALS a 2 NO. DATE DESCRIPTION BY SOLID COPPER BUSS BAR 86 AWC FROM COAX G PER MANUFACTURER'S 1 11/2/12 FOR RENEW CL GROUNDING KIT 0 000000 00000 EXOTHERMIC SPECIFICATIONS 2 2/23/12 PER COMMENTS CIL 00 o 0 Q 0 0 0 REL 0 0 0 T WELL TIN ED SOLD C2 HOLE, LONG OPPER 3 03/16/12 FINAL CO JM 0 0 LUG(TYP.) 3 NOTE: MINIMUM OF 3 1 TO GROUND RING THREADS TO BE VISIBLE (TYP-) LEGEND INSTALL CIGB WITH INSULATORS 1. ZINC COATED TINNED COPPER HARGER GROUND ERR, 1/4-X 2-L 10', S/S FLAT HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION WASHER(TYP.) O O O O O O O O 2. STANDOFF INSULATORS,HARGER LIGHTNING PROTECTION.INC.CAT.NO. EBI JOB N0: 8263-A6 O o o 0 0 0 0 o S/S NUT(TYP.) 81110359 3. 1/2'LOCKWASHERS,HARG'ER CO.CAT.NO.LW8S . 4. WALL MOUNTING STAINLESS STEEL MOUNTING BRACKET.HARCER CAT N0. S/S SPLIT WBKT-1 WASHER (TYP.) SITE INFO: TWO HOLE RUC,TO BE USED CHERRY INSULATOR BARNSTABLE — S. 1/2-13 X 1'HEX HEAD CAP SCREW,lIARGER.CAT NO.CSBB.S INSTALLED REQUIRED PER CREA WI D EM NOTES:: SPECIFICATIONSTIONS ®2 AWG INSULATED STRANDED ALL HOLES ARE 7/18'UNLESS SPECIFIED DIFFERFMLY. COPPER WIRE TO CIGB BELOW BS03XC310 1i4IE AS NEEDED 10"MIN, NOTES, 57 1. BOUETTS CONTRACTOR T LN��KOPR—$IELD(THOMAS& I. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. 6 OAK WEST BARNSTABLE.STRT 00000000000 OOOOOOOOOO 2. COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR 7D MA INSERTION LUG BARREL AND CRIMPING. 02630 O 0 0 0 O O O 0 0 O O O O 3. APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS - BARNSTABLE COUNTY BARS PRIOR TO MATING AND BOLTING. ANTENNA SHEET TITLE: GROUND BAR DETAIL 3 GROUND LUG DETAIL GROUNDING SCALE:N.T.S. GROUND BAR DETAIL 4 SCALE:N.T.S. sNAIE:N.T.S."•T•S• S DETAILS & NOTES DRAWN BY: SHEET NO: CLL CHECKED BY: r_ DO �L•-( G DATE: 2/23/12 r t ,gym EBI TOWER TOP SCENARIO 2 CONSULTING 21 B Street Burlington,MA 01803 00 800 AND SINGLE 1900 RRH PAIR WITH SINGLE 800/1900 RADOME ANTENNA Fax:78i2733311 www.ebiconsulting.com i (800 HOSTING 1900 RET) VA or Antennas 1 Antennas 1900 OEM COLOR CODE 800 1MV HYBRIFLEX 10.47W a 1 Power Feed Polarity Definition: � Black= -48VDC Feed (Battery) Black/White Stripe=Return 800 and 1900 Antennas in a Single Radome ENGINEER STAMP/SIGNATURE +45 Note: For power feed use the PREPARED FOR. same Hybriflex OEM color Ago -45 1 +45 ALD RETI ALD -45 +45 �15 designator as the fiber. Sprint VISION 1 INTERNATIONAL BLVD. MM Pair 1=F1=Green=P1 (Green) MAHWAH NJ7495 1-800-357-7641 ® MM Pair 2=F2=Green=P2 (Blue) PROJECT COORDINATION s MANAGEMENT: MM Pair 3=F3=Green=P3 (Red) Alcatel-Lucent MM Pair 4=F4=Yellow=P4 (Yellow) , ROBBINS ROAD o MM Pair 5=F5=Orange=(No P5 power feed) (78)ss2"1STFO �B J 14 THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYRIGHT OF EEI CONSULTING, INC. AN ALD BTS AND FOR THE EXCLUSIVE USE BY THE T2 AISG AISG TITLE CLIENT.ANY DUPLICATION OR USE BTS-2 WITHOUT EXPRESS WRITTEN CONSENT OF ral NFP-S-2C THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES NOTED ARE FOR 24'x38' TX1/RX1 TX2IRX2 TXIIRX7 TX2/RX2 TX7/FtX1 TX28iX2 SIZE PRINTED MEDIA ONLY.ALL OTHER Logical TX3/ Logical TX4/ PRINTED SIZES ARE DEEMED 'NOT TO SCALE'. CDMA 1900 RRH 1 of 1 LTE 1900 RRH 2 of SUBMITTALS PAIR 1 PAIR NO. DATE DESCRIPTION BY CDMA 800 RRH 1 11/2/1z FOR REVIEW CLL RRH 2X50-8DO 1 NOTE:Alarm jumper is required to make it 1 RRH#2 of the pair. 2 2/23/12 PER COMMENTS CLL RRH 2X40-PCS 1 RRH 2X40-PCS 3 03/16/12 FINAL CO JM CPRI CPRI CPRI CPRI I CPRI CPRI PRI PRI ALD AISG PRI 48VDC SEC SEC -081/DC PRI ALM ' r Dual RRH CPRI daisy Alarm Jumper/ i chain Alarm Cap EBI JOB NO: 81110359 It Fiber F2 1 1 1 Lbei F5 CDMA �INFO' Fiber F1 Shared DC Power BARNSTABLE — CDMA E DEM BS03XC310 Fiber F3-LTE 576 OAK STREET WEST BARNSTABLE, MA Power P1 Power P2 02630 �' Fiber F4 (Unused) BARNSTABLE COUNTY ---- SKEET TITLE: Power P4 (Unused) '- Hybriflex run to Distribution ANTENNA WIRING DIAGRAM Power P3 (Unused) Box OVER DRAWN BY: SHEET NO: CLL CHECKED BY: DD E_3 GATE: 2/23/12