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It.Yi ,� r" ' ., i 'ii: b r J !! k y., krr`t q''4a, Q i u „e n. 3 +-t` - ''', 1' ,'` 9 - ' , ., ..°.. , .,_. `, ".. 1'." n}tr, r <i a. m _ n n''tti. °r c rr:'. �., Town of Barnstable 1■ • ar is�ble.From-.the=Street-A roved Plans Must be Retained on Job and this Card Mustbe;Ke.t, , my 1001 stMRN23PAsed.Up p ~ ,.' � � ' �� "" a'Final ins ection;has been'made �� ea Where„a Certificate;;of.,Occu ancy► Required,FsuchBu�ldmg shall Not be Occupied until p Permit No. B-18-1619 Applicant Name: Ryan Lynch Approvals Date Issued: 07/13/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 01/13/2019 Foundation: Location: 345 OLD STAGE ROAD,CENTERVILLE Map/Lot 190 107 Zoning District: RC Sheathing: Owner on Record: CENTERVILLE/OST/MM FIRE DIS R Contractor Named MARK J LUDWIG Framing: 1 �vr Address: 1875 FALMOUTH ROAD Contractor License `xCS 103065 2 s3 CENTERVILLE, MA 02632 Est Proct Cost: $30,000.00 Chimney: Description: Replace(3)existing antennae w/(6) new antennae Instal (9) Permit Fee: $373.00 Insulation:` remote radio heads,install (1) Fiber surge suppress( wj(2) DC ii Fee Paitl: $373.00 control cables and(1) Fiber line. No change in3structure heingt or width. Equipment upgrade ONLY. Date 7/13/2018 Final Plumbing/Gas Project Review Req: REPLACE EXISTING. IN x phi v tj _... Rough Plumbing: - 4 f Building Official s Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho iie by this permit is commenced within Sigmonths after issuance. Rough Gas: ,, x . All work authorized by this permit shall conform to the approved applicationand the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by aw$s and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical ., Service:= The Certificate of Occupancy will not be issued until all applicable signat�ures�by l` Building and Fire Officials are prow ded-on this permit. Minimum of Five Call Inspections Required for All Construction Work x a '' Rough:, 1.foundation or Footing -• �' - •: - — � � 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and.Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �N�'''� 6I-nAZ4. S E>W 7— I c va Town of Barnstable RECEIPT: 200 Main Street, Hyanr�s MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-3957 Date Recieved: 11/13/2017 Job Location: 345 OLD STAGE ROAD,CENTERVILLE Permit For: Building-Addition/Alteration-Commercial Contractor's Name: Russell E Cates State Lic. No: CS-109212 Address: Leominster, MA 01453 Applicant Phone: (Home)Owner's Name: CENTERVILLE/OST/MM FIRE DIS Phone: (Home)Owner's Address: 1875 FALMOUTH ROAD, CENTERVILLE,MA 02632 - Work Description: antenna upgrade to existing wireless facility(like-for-like swap) CD - 1 .� r--- r:~a Total Value Of Work To Be Performed: $27,500.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'.compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 3I-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Russell E Cates 11/13/2017 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $27,500.00 Date Paid Amount Paid E Check#or CC# 4 Pay Type Total Permit Fee: $350.25 11/21/k5 $350.25 5256 Check ...,....... ... ... ..............i.............................................................................. Total Permit Fee Paid: $350.25 Town of Barnstable .� ..�, � .�.�..__ w . �� .:� �.� � _�.. building a,�xxsrws�e. 2 I Post This Card so That it is Visible From the Street Approved`Plans Must be Retained on;Job andahis Card Must be Kept K, MAM �$ Posted Until Final Inspection Has Been Made r�'° 'ix w ' � Permit 1639 y a 4 i ei mit ° Where a Ce-rtificateyof Occupancy is Required,such Building sFiall Nof be Occupied until a Final lnspection has been made Permit No. B-17-4080 Applicant Name: Phil Russo Approvals Datelssued: 12/29/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 06/29/2018 Foundation: Location: 345 OLD STAGE ROAD,CENTERVILLE Map/Lot: 190-107 Zoning District: RC Sheathing: Owner on Record: CENTERVILLE/OST/MM FIRE DIS g Contractor Name.' PHIL RUSSO Framing: 1 Address: 1875 FALMOUTH ROAD Contra dor.License CS �1�03070 2 CENTERVILLE, MA 02632 t Est Project Cost: $20,000.00 Chimney: Description: Install (3) new antennas,(6) Remote Radio Heads,and(3) Hybrid Permit Fee: $282.00 Insulation: Cables Fee Paid E $282.00 - Project Review Req: Date: 12/29/2017 Final: Plumbing/Gas t �� - s Rough Plumbing: , _ Building Official r Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si x months e_fterssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which thus permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by li and codes. This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. r° .AE 'fix ` b ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection _ 4 -,_::� Rough: n 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,`' Map / Parcel / y Application #_�` ` Health Division Date Issued Z17 Conservation Division Application Fee sd•2_5 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �L/-S �� I CO- Village Owner/©11 e �.� �/,./l�✓�� ✓c �� Address 4.7 Telephone Permit Request C"x Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District �G Flood Plain J Groundwater Overlay Project Valuation S©v Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A_No On Old King's Highway: ❑Yes�No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. new Half: existing new Number of Bedrooms: existing _new BUILDING DEP Total Room Count (not including baths): existing new First Floor Qpnrf,Qu Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other TOWN OF BABNS_1ABLF Central Air: ❑Yes ❑ No Fireplaces: Existing New .Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use lam' 1-6c.� �0�-, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��,s� >: C- S Telephone Number Address l . � � License # n &Q/17/17k- I/C /�� Home Improvement Contractor# Email_ rawle-S 77et fc A LO/''� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE .d FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED 'MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL I FINAL BUILDING I' i DATE CLOSED OUT ASSOCIATION PLAN NO. 11/16/2017 Russell Cates Heidrea Communications 1 William Way Bellingham, MA, 02019 Re: Permission to apply with my license To Whom It May Concern, TRM (Connor McGowan) has my permission to use my GC License to apply for a building at 345 Old Stage Road, Centerville. Please let me know if you need anything else from me or if you have any questions. I can also be reached via email at rcates@heidrea.com I look forward to hearing from you. Respectfully, Russell Cates Construction Supervisor Ph: 508-473-1990 MA-CSL-CS-109212 Heidrea Communication I William Way Bellingham,MA 02019 YNE Town of Barnstable ti Regulatory Services aarcxsrnat f. •. . Richard V.Scali,Director �bq9 1 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Isuperintendent Craig Crocker ,as Owner of the subject property hereby authorize Verizon Wireless clo Tower Resource Management to act on my behalf, in all matters relative to work authorized by this building permit application for: 345 Old Stage Road,Centerville,MA (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections e perfo ed and accepted. Signatu wne Signature of Applicant �iru T �ro L ke—r - Print Name Print Name Date f - - . s Massachusetts Department of public Safety Board of Building Regulations and Standards License:.'CS-109212 Construction Supervisor 1 RUSSELLE CATES 49 VALLEYVIEW koAD LEOMINSTER MA 01451 ZC t,A_ Expiration; Wn,missloner 04/17120119 (• Construction.Supervisor R Restricted to Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet t991 cubic meters)of enclosed space: Failure to possess a current edition of the Massachusetts' State Building.Code is cause for revocation of this license. ' DPS Licensing information visit;WWW.MASS.GOVlDPS'j • t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 64D Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Heidrea Communications LLC Address: 1 Williams Way City/State/Zip: Bellingham,MA 02019 Phone#: 508-473-1990 Are you an employer?Check the appropriate box: Type of project (required): 1.� I am a employer with 50 4. ❑ I am a general contractor and I 6. ❑New cons employees(full and/or part-time). have hired the sub-contractors 2..❑ .I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ .Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me:in.an capacity, employees;andhave workers' y p �`� 9. ❑ Building addition [No workers' comp. insurance comp.,insurance.{ required] 5. ❑ We are a.corporation and its 10.❑ Electrical repairs or additions officers have exercised their 3.❑ .I.am a homeowner doing al work. l l.❑ Plumbing repairs or additions. myself. [No workers' comp. right of exemption per MGL 12;❑ Roof repairs insurance required;t c. 152, §1(4),and we have no Telecommunications employees. [No workers' 1.3.MOther comp.insurance required.] *Any applicant that checks box#1 must also fill out the-section below showing their workers'compensation policy information. Homeowners who ssubmit this affidavit indicating they are.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 state whether or not those entities have employees. If the sub-contractors have employees,they must.provide:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees,.; .Below is the policy and job site information. Insurance Company Name:: Granite State Insurance Company Policy#or Self-ins.Lic.#: 14220061 Expiration Date: 3/15/2018 Job Site Address:345 Old Stage Rd City/State/Zip.Centerville,MA 02632 Attach a copy,of the workers' compensation.policy declaration page(showing the.policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152.can lead to-the imposition of criminal penalties of a fine up to$1,500.00 and/or`one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and afiine of up to$250.00 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: 10 195-! I-1 Phone#: 508-473-1990 ° 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. 4.Electrical Inspector 5.Plumbing Inspector 6. Other' Contact Person: Phone#: ,�►co CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 10/25/2017 THIS 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 endorsements. PRODUCER A NAM E:CT Trisch O'Neal The Driscoll Agency PHONE 7 1- 1- FAX No: 6 93 Longwater Circle EMAIL Norwell MA 02061 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:COIUMbia Casualty Company 31127 INSURED 5801 _ INSURER B;Ironshore, Inc. Heidrea Communications,LLC C.AdMiral Insurance Co 24856 Heidrea Communications NY,LLC INSURER D: e u 329 Heidrea Communications CT,LLC INSURERE:G n' Insurance 1 William Way Bellin ham MA 02019 1 INSURER F:Hanover Ins Grour) COVERAGES CERTIFICATE NUMBER:503590656 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. 1LTR TYPE OF INSURANCE INSR Sjryyp' POLICY NUMBER MP aCDYfFF MMLpC� LIMITS C GENERAL LIABILITY CA000D17499-05 3/14/2017 3/14/2018 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMSES TO RENTED $50,000 CLAIMS-MADE a OCCUR MED EXP(Anyone person) $5 000 INGLE LIMIT E tractual Llab PERSONAL&ADV INJURY S1,OOD,00D ,U GENERAL AGGREGATE $2,000000 GREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG S2,000,000 CY X PRO- LOC $ D AUTOMOBILE LIABILITY MCAOODO098 3/14/2017 3/14/2018 Eaacddent 1,000ODD ANY AUTO BODILY INJURY(Per person) $20,D00 X AUTOS E SCHEDULEDBODILYINJURY(Peraccident) S40,D00 AUTOS NON-OWNED PROPERTY DAMAGEX HIRED AUTOS AUTOS Peracddent $ X Hired PD-50K Comp&Coll ded %500 each D UMBRELLA LIAB 2�_]OCCUR CUP0001200 3/14/2017 3/14/2018 EACH OCCURRENCE $5.000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE 55,000,000 DEO I X I RETFMIONS$10,000 $ E WORKERS COMPENSATION WC 14220061 3/1512017 3/15/2018 X WC$TATU- OT}t- AND EMPLOYERS'LIABILITY Y I N LIMITS ANY PROPRIETOR/PARTNERIFXECUTIVE E.L.EACH ACCIDENT $1.000.000 OFFICERIMEMBER EXCLUDED? NN N f A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$1,000,000 It yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000.000 A Professional Liability CEO 5099532617 3/1/2017 3/1/2018 $2,000,000 ea.claim $2,000900 agg. B Contractors Environmental Uab. 001986003 3114/2017 3/14/2018 $5.000,000 ea.occ. $5,000:000 agg. F Leased/Rented Equipment RHN947700905 3/14/2017 3/14/2018 $250.000 per item DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Site:345 Old Stage Rd Centerville,MA 02632 The Town of Barnstable is included as Additional Insureds for General Liability and Excess(Umbrella)Liability as required by a signed written contract or agreement with the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 367 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 6 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD STRUCTURAL ANALYSIS REPORT STEK WATER TANK MOUNT ENGINEERING PraTerra .......................................... DESIGN GROUP, LLC Prepared For: VerIZ011wireless Pro Terra Design Group, LLC 4 Bay Road, Suite 200 Hadley, MA 01035 s `' Structure Rating: �o Corral: Passw/ Mods ooll Sincerely, ' Destek Engineering, LLC 10-03-20 , ANA4Lr- ;• w Ahmet Colakoglu, PE ' MA Professional Engineer License No: 48288 Site Name: Centerville Relo MA 345 Old Stage Road Centerville, MA 02632 Destek Job No: 1799006 October 3,2017 DESTEK ENGINEERING, LLC 1281 Kennestone Circle,Ste 100, Marietta,GA 30066-Tel: (770)693-0835 Centerville Relo MA—Structural Analysis Report CONTENTS 1.0—SUBJECT AND REFERENCES 1.1—STRUCTURE 2.0—EXISTING AND PROPOSED APPURTENANCES 3.0-CODES AND LOADING 4.0-STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES 5.0-ANALYSIS AND ASSUMPTIONS 6.0—RESULTS AND CONCLUSION APPENDICES A—PICTURES & CALCULATIONS P a g e 0. DESTEK ENGINEERING, LLC 1281 Kennestone Circle,Ste 100, Marietta, GA 30066-Tel: (770) 693-0835 Centerville Relo MA—Structural Analysis Report 1.0 SUBJECT AND REFERENCES The purpose of this analysis is to evaluate the structural capacity of the wireless telecommunication installation on the existing water tank, located at 345 Old Stage Road, Centerville, MA, for the additions and alterations proposed by Verizon. The structural analysis is based on the following documentation provided to Destek Engineering, LLC(Destek): • Construction Drawings prepared by Verizon, dated 10/15/2015 • RFDS datasheet provided by Verizon, dated 03/08/2017 • Structural Assessment prepared by Inghouse, dated 10/14/2015 • Photographs provided by Proterra, dated 07/31/2015 • Mount Mapping prepared by SGS, dated 09/18/2017 1.1 STRUCTURE The subject structure is a cylindrical water tank with a larger section on the top with a height of approximately 163'-0" above grade level (AGL). The existing tank diameter at the upper third of the tank is approximately 40'-0" and towards the lower and Longer section of the tank it is has a diameter of 18'-0". The tank wall supports multiple carrier antennas at different levels. Currently, Verizon has a total of (12) antennas, (4) antennas at each sector of Alpha, Beta and Gamma. The existing antennas are mounted on a handrail attached to pipe mounts. The RAD center of existing Verizon antennas is at 169'-6" AGL. Please refer to the calculations in Appendix A for details. 2.0 EXISTING AND PROPOSED APPURTENANCES Proposed changes to the antennas are tabulated below: Existing Configuration of Verizon Appurtenances: i � Y II RAD"Center S�ilAntertnas&Equipments M, yk^ Coax Mounts, ' - - w 1 7G�` q � R�# �� d// 16 i 5� ryi'- i #� ' ¢ lft-j tae� iP N6d �Aidm q � i„.s ten. (3)AMPHENOL HT4C6318R000G — Antennas (3)Andrew DBXNH-8585B-VTM— (6) 1-5/8" RF ° Antennas 169.5 (6)Andrew SBHH-1D6516DS- Coax , (12) Pipe Mounts on Antennas (3) B13 RRH4x30-4R—RRHs (3) Hybrid 6x12 . Corral (3) RRH2x60-AWS—RRHs Cable - (3) B25 RRH4x30-4R-RRHs {6) Raycap DB-B1-6C-12AB-0Z " P a g e DESTEK ENGINEERING, LLC 1281 Kennestone Circle,Ste 100, Marietta, GA 30066-Tel: (770)693-0835 Centerville Relo MA—Structural Analysis Report , Proposed and Final Configuration of Verizon Appurtenances: RAD.Center Antennas& Equipment Coax Mounts A, (3) AMPHENOL HT4C6318R000G— Antennas (3)Andrew DBXNH-8585B-VTM— (6) 1-5/8" RF Antennas (6)Andrew SBHH-1D6516DS- Coax (12) Pipe 169.5 + Mounts on Antennas (3) Hybrid 6x12 Corral (3) B13 RRH4x30-4R—RRHs Cable (3) B66a RRH4x45—RRHs (3) B25 RRH4x30-4R—RRHs (6) Raycap DB-B1-6C-12AB-OZ 3.0 CODES AND LOADING The analysis is in accordance with: • Massachusetts Building Code 8th Edition (2009 IBC) • ASCE 7-05, Minimum Design Loads for Building and Other Structures • AISC, Manual of Steel Construction, 13th Edition. The following loading parameters were used: • Basic Wind Speed,V=90 mph • 'Occupancy Category IV Exposure Category C 4.0 STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES The analysis is based on the information provided to Destek and is assumed to be current and correct. Unless otherwise noted, the structure and the foundation system are assumed to be in good condition, free of defects, and can achieve theoretical strength. It is assumed that the structure has been maintained and shall be maintained during its service lifespan. The superstructure and the foundation system are assumed to be designed with proper engineering practice and fabricated, constructed, and erected in accordance with the design documents. Destek will accept no liability which may arise due to any existing deficiency in design, material,fabrication, erection, construction, etc., or lack of maintenance. ' The analysis results presented in this report are only applicable for the previously-mentioned existing and proposed additions and alterations. Any deviation of the proposed equipment and placement, etc., will require Destek to generate an additional structural analysis. P a g e 2 DESTEK ENGINEERING, LLC 1281 Kennestone Circle,Ste 100, Marietta, GA 30066-Tel: (770) 693-0835 Centerville Relo MA—Structural Analysis Report 5.0 ANALYSIS AND ASSUMPTIONS This structural analysis and qualification of the subject structure is based on either a load comparison or a strength check as following: Pursuant to 2009 International Building Code Sections 3403.3 and 3404.3, any existing gravity load-carrying structural element for which additions and/or alterations cause an increase in design gravity load of no more than 5 percent, shall be permitted to remain unaltered, and thus considered to be Code-compliant and adequate. Any existing gravity load-carrying structural element for which additions and/or alterations cause an increase in design gravity loads exceeding 5 percent is checked against the applicable Code criteria for new structures. Pursuant to 2009 International Building Code Sections 3403.4 and 3404.4, any existing lateral load-carrying structural element whose demand-capacity ratio with the addition and/or alteration considered is no more than 10 percent greater than its _ demand-capacity ratio with the addition and/or alteration ignored shall be permitted to remain unaltered, and thus considered to be Code-compliant and adequate. If the demand- capacity ratio increase is more than 10 percent, the subject structural element is checked against the applicable Code criteria for new structures. The analysis was performed by utilizing Risa 3-1), a commercially available structural engineering software package developed by Risa Technologies, as applicable. 6.0 RESULTS AND CONCLUSION Corral: The existing water tank corral will have adequate structural capacity for the proposed additions by Verizon, once the mount pipes supporting Verizon's Amphenol Antennas are replaced with 2.5 STD pipes. As a maximum, the pipe mount members are stressed to 92%of their capacity. Therefore, the proposed additions by Verizon can be implemented as intended and with the conditions and recommendations outlined in this report. Should you need any clarifications or have any questions about this report, please contact Ahmet Colakoglu at(770) 693-0835 or acolakoglu@destekengineering.com. P a g e 3 DESTEK ENGINEERING, LLC 1281 Kennestone Circle,Ste 100, Marietta, GA 30066-Tel: (770) 693-0835 APPENDIX A PICTURES AND CALCULATIONS 'e' g �..'.. e Wig" �� '*. ^��' vat• =s� `� k�� a�` �� v , i' t , r • , Existing Antenna Pipe Mounts on Corral (Typical) • Y Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MAi.*S. ENGINEERING PURPOSE The purpose of this analysis is to evaluate the structural capacity of the proposed telecommunication installation on the building at 345 Old Stage Road,Centerville, MA 02632,for the additions and alterations proposed by Verizon. 1. Antenna Loadings (Reference:2009 International Building Code) Reference,ASCE 7-05 Input: Location: Centerville, MA Classification: IV, Antenna RAD Center: z=:=`169.5ft Exposure category: Exp :_ "C" Section 6.5.6.3 pg 25 zg := 1200ft if Exp = "B" = 900 ft a := 7.0 if Exp = "B" = 9.5 900ft 'if Exp = "C" 9.5 if Exp = "C" 700ft if Exp = "D" 11.5 if Exp = "D" 2 Velocity pressure exposure z a K� = 2.0 1 =t1.41 coefficient: z zg I Table 6-3 pg. 79 Topographic factor: 'K ;= 1.0 Section 6.5.7.2 pg. 26 Wind directionality factor: Kd.:= 0.85 Table 6-4 pg.80 Basic wind speed: V_. _;'115 mph Figure 6-1c pg.36 Importance factor: .I ,—'1.15 Table 6-1 pg. 77 Gust response factor: G`:`= 0.85 Section 6.5.8 pg. 26 Velocity pressure:' qZ 0.00256•KZ•KZt.Kd•V2.1•psf Equation 6-15 pg. 27 qZ= 47•psf Force Coefficients: Figure 6-21 Pg 74 for Flat surface for D*sgrt(gz)>2.5 for D*sgrt(gz)<2.5 1 L3 1 0.5 1 0.7 CF flat := 7 1.4 CF round 1 7 0.6 CF round 2 := 7 0.8 25 2 25 0.7` 25 1.2 Prepared By: 1 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA bg.STE-K ENGINEERING Verizon Loads on Existing Antennas(HT4C6318R000G): Dimensions: H := 94.9in W := 20.5in D := 7.1in WAnt2 691bf Cf F := linterp CF flat 0)>CF flat WH 1.36 W Figure(6-21), Pg 74 Cf S := linterp CF flat 0) CF flat 1) H 1.61 D Figure(6-21), Pg 74 FAnt gz'G•Cf F•H•W = 731.26lbf Equation(6-28) SAnt gz'G•Cf S•H•D = 300.13lbf Equation(6-28) Loads on Existing Antennas(DBXNH-8586E-VTM): Dimensions: H:= 72.8in W := 11.89in D := 7.09in ,WAnt2 46.23lbf Cf F := linterp CF flat(0), ),CF flat 1) H 1.39 - ( - - W) Figure(6-21), Pg 74 Cf S := linterp CF flat 0),CF flat 1) H 1.51 ( — — D) Figure(6-21), Pg 74 FAnt qz'G-Cf F•H•W = 331.31 lbf Equation(6-28) SAnt qz'G•Cf S.H.D = 215.18 Ibf Equation(6-28) Loads on Existing Antennas(SBHH-1D6516DS): Dimensions: H := 50.94in W := 12.01in ,D := 6.5in WAnt1 :- 31.751bf Cf F linterp CF flat 0) CF flat 1) H 1.35 ( — — W) Figure(6-21), Pg 74 Cf S := linterp(CF flat 0) CF_flat 1) D) = 1.43 Figure(6-21), Pg 74 FAnt %.G`Cf F•H•W = 2291bf Equation(6-28), Pg 29 F SAnt qz'G.Cf,S-H•D = 131 Ibf Equation(6-28), Pg 29 Prepared By: 2 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM Client: ProTerra. CALCULATION SHEET Site ID: Centerville Relo MA ENGINEERING Loads on B13 RRH4 x30-411 Dimensions: H := 21.6in W := 12in D := 9in WRRU := 57.21bf Cf F := linterp CCF_flat 0)>CF_flat 1) W) = 1.31 1 Figure(6-21), Pg 74 Cf S := linterpl CF_flat 0),CF_flat 1),DJ = 1.32 Figure(6-21), Pg 74 FRRU qZ•G-Cf FH•W = 941bf // Equation(6-28), Pg 29 SRRU := qZ G.Cf S•H•D = 71 lbf Equation(6-28), Pg 29 Loads on 1366a RRH 4x45: Dimensions: H:= 25.8in W 12in D := 7.3in WRRU := 571bf Cf F :_ linterp CCF_flat 0),CF_flat 1) W1 = 1.32 r l Figure(6-21), Pg 74 Cf S :_ linterp I CF_flat 0),CF_flat 1) D I = 1.34 Figure(6-21), Pg 74 FRRU := qZ•G•Cf F•H•W = 1131bf / Equation(6-28), Pg 29 SRRU := qZ G•Cf S•H•D = 701bf Equation(6-28), Pg 29 Loads on B25 RRH4x30-4R: Dimensions: H := 22in W := 12in D := Min WRRU := 551bf Cf F := linterp l CF_flat 0),CF_flat 1) 11 = 1.31 r` 1 Figure(6-21), Pg 74 Cf S := linterpl CF_flat 0),CF flat 1) DJ = 1.32 Figure(6-21), Pg 74 FRRU := qZ G.Cf F.H.W = 96 lbf J Equation(6-28), Pg 29 SRRU := qZ G•Cf S•H•D = 761bf Equation(6-28), Pg 29 Prepared By: 3 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA ENGINEERING Loads on Raycap D8-B1-6C-12A6-0Z: Dimensions: H:= 25.66in W := 15.73in D:= 10.25in WRRU := 21.41bf Cf F := linterp F—flat 0>>CF—flat 1>>WJ = 1.31 (` 1 Figure(6-21), Pg 74 Cf S := linterpl CF flat 0>>CF_flat 1>>DJ = 1.33 Figure(6-21), Pg 74 FRRU := q,-G•Cf F•H•W = 1461bf Equation(6-28), Pg 29 SRRU := %.G•Cf S•H•D = 961bf Equation(6-28), Pg 29 AT&T Loads on Existing Antennas(AM-X-CD-16-65-OOt-RET): Dimensions: H:= 72in W := 11 8in D := 5.9in WAnt2 ;=48.51bf Cf F := linterp CCF—flat 0)>CF—flat 1)> H I = 1.39 W/ Figure(6-21), Pg 74 S := p C F flat 0) C Cf linter F flat 1.57 1)> H — ( — — D) Figure(6-21), Pg 74 FAnt = qz'G•Cf F•H•W = 325.11 lbf Equation(6-28) SAnt G.Cf S.H.D = 184.67 lbf Equation(6-28) Prepared By: 4 of 9 Job 9:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA ENGINEERING Loads on Existing Antennas(QS665106450117084): Dimensions: H := 72in W:= 12in D := 9.6in WAnt2 1051bf Cf F := linterp l CF—flat 0) CF—flat 1) HJ = 1.38 W Figure(6-21), Pg 74 Cf S := linterp CF flat 0) CF flat 1) H 1.42 — — — D Figure(6-21), Pg 74 FAnt qz'G-Cf.F.H.W = 330.22 lbf Equation(6-28) SAnt qz'G-Cf S-H.D = 270.54lbf Equation(6-28) Loads on Existing Antennas(Kathrein 80010722): Dimensions: H := 72in W 11.8in D:= 6in WAnt2 57.21bf Cf F := linterp CCF flat 0) CF_flat WH J = 1.39 W Figure(6-21), Pg 74 Cf S := linterp CF flat 0) CF flat 1) H 1.57 — — D Figure(6-21), Pg 74 FAnt gz'G-Cf F-H-W = 325.11 lbf Equation(6-28) SAnt qz-G-Cf S-H•D = 186.99lbf Equation(6-28) Prepared By: 5 of 9 Job 9:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM I Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA /E* K ENGINEERING Loads on TT19-08BP111-001: Dimensions: H := 9.9in W 6.7in D : 5.4in WRRU := 161bf Cf F := linterp(CF_flat 0) CF_flat 1) W I = 1.31 Figure(6-21), Pg 74 Cf S := linterp I CF_flat 0) CF_flat 1) D) = 1.31 Figure(6-21), Pg 74 FRRU := q,-G•Cf F•H•W = 241bf JJ Equation(6-28), Pg 29 SRRU := qZ-G.Cf S•H•D = 19 lbf Equation(6-28), Pg 29 Loads on KRC 151275/2: Dimensions: H:= 12.8in W 15in D := 3.465in WR U 211bf Cf F := linterp l CF_flat 0) CF_flat 1) WJ = 1.3 \( 1 Figure(6-21), Pg 74 Cf S := linterp l CF_flat 0) CF_flat 1) D I = 1.34 Figure(6-21), Pg 74 FRRU := q,-G•Cf F-H•W = 69lbf 111 Equation(6-28), Pg 29 SRRU := q,.G•Cf S•H•D = 161bf Equation(6-28), Pg 29 Loads on RRU 32: Dimensions: H`:= 27.56in W :=.12.44in D 7.4in. MkRU := 55.121bf Cf F := linterp CCF_flat 0),CF_flat 1) W) = 1.32 J/ Figure(6-21), Pg 74 Cf S := linterp CC;F_flat(0), CF_flat 0, D) = 1.35 Figure(6-21), Pg 74 FRRU := q,-G•Cf F•H•W = 125 lbf Equation(6-28), Pg 29 SRRU := q,-G•Cf S-H•D = 76lbf Equation(6-28), Pg 29 Prepared By: 6 of 9 Job#:1799006 Destek Engineering,LLC Date:10/3/2017 6:26 PM Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA ENGINEERING Loads on Kickers HSS2 x2 x2x16: Dimensions: DI := 2.Oin H1 := 2in H Cf:= linterp CF flat 0),CF flat 1) 1 = 1.3 — — D1_ Figure(6-21), Pg 74 Cf:= Cf if Cf <_ 2 = 1.3 2 otherwise FKickers qz-G•Cf•D1 = 8.62•plf Equation(6-28) Loads on Posts HSS2x2x2/16: Dimensions: D2 := 2in H2 := tin H Cf:= linterp CF—flat 0) CF_flat 1) DZ = 1.3 Figure(6-21), Pg 74 2 Cf:= Cf if Cf <_ 2 = 1.3 2 otherwise FPosts %-G•Cf•D2 = 8.62•plf Equation(6-28) Loads on Mid rail HSS2xlx2/16: Dimensions: D2 :=tin H2 lin HZ Cf: linterp CF—flat 0) CF_flat 1) D = 1.29 Figure(6-21), Pg 74 2 Cf:= Cf if Cf!< 2 = 1.29 2 otherwise FPosts = %.G•Cf.D2 = 8.56•plf Equation(6-28) Loads on Lower Rail PL4x3/16: Dimensions: D2 := 4in H2 i= 0.1875in H F Cf:= linterp CF_flat 0) CF_flat 1) D2 = 1.28 Figure(6-21), Pg 74 2 Cf:= Cf if Cf <_ 2 = 1.28 2 otherwise FPosts = %-G•Cf•D2 = 17.03•plf Equation(6-28) Prepared By: 7 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM Client: ProTerra CALCULATION SHEET . Site ID: Centerville Relo MA �[ 11\ ENGINEERING Loads on Pipes 2.0"DIA: Dimensions: Dia:= 2.38in H6 := 66in H Cf:= linterp CF_round_2(0) CF_round_2`1>' D a 1.26 Figure(6-21), Pg 74 Cf:= Cf if Cf <_ 1.2 = 1.2 1.2 otherwise Fpipe := %-G•Cf.Dia = 9.47-plf Equation(6-28) it y Render Prepared By: 8 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM f Client: ProTerra CALCULATION SHEET Site ID: Centerville Relo MA STIEK ENGINEERING A C� Ln rn t 04 cl] fifi w 3 X Y .25 CD , W j Unity Check Cod a Cnerk No Cal �w >1.0 .9oU-1.0 7�.90 o mi o 0.-.50 S o _ cv p Iq 3 9 Maximum Usage 92% 1 ill 5 .16 7 v . Shear Check up a C . y — .00 Prepared By: 9 of 9 Job#:1799006 Destek Engineering,LLC Date: 10/3/2017 6:26 PM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `7 Map go Parcel V Application # lfl . Health Division BUILDING DEPT. Date Issued- Conservation Division NOV 02 2016 Application Fee Planning Deptz Permit Fee TOWN OF BARNSTABLE Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation / Hyannis l Project Street Address �� . �cA Village ' ' Owner eol"l V C D i stH,ct- Address / A�, 2 d Telephone SI ^ 97 ; _ 6 9 f Permit Request ® T - '�, CRAM-3 Q,VY__ Q 1,QQr ® V\ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil. ❑ Electric ❑ Other Central Air: - ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site/plan review# Current Use Proposed Use S APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name, fteL 06 a f [ ` Tele hone Number ^0 C3Address Z7 64\w_s 7 l DOLt License # O-S �y 1_( 63 Sa lun 1, k) h� 6 307? Home Improvement Contractor# Email MR 1� Worker's Compensation # Wold If Ig ALL C NSTRUCTION DEBRIS PESULTING FROM THIS PROJECT WILL BETAKEN TO 1 SIGNATUR A DATE / Y A FOR OFFICIAL USE ONLY. APPLICATION# DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME e INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL = GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT f ASSOCIATION PLAN NO. � t LETTER OF AUTHORIZATION Town of Barnstable 200 Main Street Hyannis,MA 02601 To Whom It May Concern: I,Anton Miller,President of SITE ACQUISTIONS, LLC d/b/a SAI COMMUNICATIONS ("SAI")hereby grant the authority to the following employee: Keith Barnard on the behalf of SAI to apply for and obtain all necessary federal,state,local and/or other applicable jurisdiction(s)approval(s)and/or permit(s)that may be required for the construction, operation, modification and maintenance of telecommunication facilities within the New England region. I hereby certify that Keith Barnard(CSL#1046390)is an employee of Site Acquisitions, LLC. Site Acquisitions,LLC Anton J. Miller-President Date: October 27, 2016 Salem,NIJ 03079 (603) 421-0470 The Commonwealth of Massachusetts -r; P ant:Fi? iri Department of Industrial Accidents Office of Investigations, ' I Congress Street,Suite 100. Boston,MA 021 14--2017 r www rriassgov/dia Workers' Compensat o'n*iIasurance'Affidavit: Buildeis/Contractors/Electr cians/Plumbers Applicant Information Please Print Legibly Site Acquisitions,LLC d/bla SAl Communications Name(Business/OrpWzation/Individual): Address:27 Northwestern Drive City/State/Zip:Salem,NH 03079 = . Phone#:603.421.0470 Are you an employer?Check the appropriate box:. Type of project(required): 1.❑✓ l am a employer with 115 4: ❑ I am a general contractor and I employees(full and/or_ part-time).* 'have hired the sub-contractors ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling These sub-contractors have. 2 8. Demolition ship and have no employees,_ } ❑ workingfor m_ a in an ca aci' employees and have workers',. [Na leers'comp.insurance comp.insurance t, . o. ❑Building addition required.] 5. ❑ We area eorporation and its 10.❑Electrical repairs or.additions 3.❑ I am a homeowner.doing all work, officers have exercised their I1.[] Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.0 Roofxepairs m insurance required.]t c.152, §I(4),and we have no telecommunications employees.['No workers' ,, 13.❑✓ Other comp.insurance required.] F *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infonnation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew,affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number.` I am an employer that is providing workers'compensation,nsurance for my employees. Below is thepolicy andjob site information. . insurance Company blame:Commerce&Industry ; Policy#or Self-ins.Lic.#:WC012851944 Expiration Date: $/1/2017 Job Site Address: l V -: City/State/Zip. Attach a copy of the workers'compensation policy declaration,page(showing the policy numberand expiration date). Failure to secure coverage as required under Section SSA of MGL c. 152 can lead to die imposition of criminal penalties of a fine 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 of up to$250.00 a day,against the violator. Be advised that a copy,of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify the painsandpenafties o er'u that the in ormation.provided above i true a>' d correct. Signature: Date Phone#603.421.0470 Official use only. Do not write in this area,to be completed by city or town_ofclat City or Town: Permit/License#, Issuing Authority(circle one): 1.Board of Health 2.Building Department:3.City/Town Clerk 4.Electrical Inspector,5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Regulatory Services MASS + Richard V.Scali,Director 39. Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r I• � , as Owner of the subject l property hereby authorizeStqT (7r)Vn Gilt)v�'� d to act on my behalf, t , in all matters relative to work authorized by this building permit application for. If ( (Address of Job) .**Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all inspections are performed and accepted. Signature of Owner Signature of Applicant 0 -& Print e Print Name I D to Q:FORMS:OWNERPERMISSIONPOOLS ar ". September 12,2016 COMM Water Department 11.38 Main'Street Osterville,MA 02655 ATTN: Craig Crocker RE: AT&T Wireless Equipment at;319-345 Old Stage Road Site##: MA1285 Site Name; AWE-Centerville,MA Dear Mr.Crocker:. SAI Communications is a contractor for New Cinguiar Wireless PCS,LLC ("AT&T"). In order to maintain AT&T's commitment to the highest standards of service and technology,gY,AT&T will need to make modifications to the equipment at the above referenced wireless conumnications facility. Pursuant to the Site Lease Agreement between AT&T and COMM Fire District, Water Department.and amended,your consent is required for this modification. These modifications are described in the enclosed plans by Advanced Engineering Group. dated July 14,2016. By this letter,COMM water Department grants AT&T and its contractors and authorized agents permission to file and sign any governmental approvals(i.e building permit and or zoning application)required'to complete construction of these upgrades. If you have any questions please don't hesitate to contact me at(617)877-2950. Please indicate your consent by signing below and returning the letter to the following address: 1 SAI Communications 7 - Attn:Timothy Greene Q,L A, us cam- I.6S, �'/� 157 Riverside Drive l Norwell,MA 02061 �j�, �2�^--►dv- Thank you for your attention to this matter. ��,✓s P Sincerely, Consent r 1' Name: P" �mothy W.Greene Signature: Phone: S. I Date: 9/�-0, Enclosure � `y rov North Broadway East Providence, RI 02914 ^A- ADVANCED a :401-354-2397 ENGINEERING GROUP, P.C. � Fax:401-354-2397 Structural Design Calculations of IvAS�cy MARC bJ, R. o CHRE11EN -a CIVIL u' N o.40313 Site No.: MA1285 -AWE Centerville MA Client: SAI Communications Date: August 26, 2016 10 1J l f z , Client: SAI Communcation Advanced Engineering Group Sheet: 1 Site No.: MA1285 500 North Broadway Date: 8/26/2016 Scope:Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Synopsis: The proposed AT&T LTE 3C-5C installation will consist of (3) new antennas (1 per sector, to replace 3 existing antennas, 1 per sector), (3) RRUS-12 remote radio heads (RRHs) (1 per sector), (3) RRUS-A2 units (1 per sector), and (3) RRUS-32 RRHs. The new antenna will be mounted on the existing mount pipes. The proposed RRHs and A2 units will be mounted on a new mount pipe on the back of the existing rail assembly. It is assumed that the existing handrail is constructed as shown on plans by Dewberry Goodkind, dated 8/3/10. The center of the proposed equipment, and appurtenances, will be mounted approximately 169' above grade. Details of the installation are contained on plans by this office entitled "MA1285, AWE-Centerville MA", Rev 0; 7/14/16 Environmental Loads: Wind Load: Exposure category, EC:= B� (ASCE 7-05 Sec 6.5.6.3) Basic wind velocity, V,N:= 120 mph (MSBC Table 1604.11) Importance factor, I := 1 (Category II) ' (ASCE 7-05 Table 6-1) Height of Equipment, Height:= 170ft Exposure coefficient, Kz= 1.15 (ASCE 7-05 Table 6-3) Velocity wind pressure, qz:= .00256•V,2•Kz•l•psf= 42.41,•psf (ASCE 7-05 6.5.10) Flat Force coeff., Cf:= 1.4 (ASCE 7-05 Fig. 6-21) Wind Load pressure, WLf:= gz•Cf= 59.38•psf (ASCE 7-05 Sec. 6.5.15) Round Force coeff., Cr:= 0.7 (ASCE 7-05 Fig. 6-21) Wind load pressure, WL,:= qz Cr= 29.69•psf (ASCE 7-05 Sec. 6.5.15) Radial ice thickness, t1C8:= 0.75•in Density of ice, -y;c= 56 pcf Equipment Loads: Proposed Antenna Properties: Proposed RRUS 12 Properties: Proposed RRUS A2 Properties: Width, wpant 12•in Width, w12:= 18.5•in Width w,42:= 15•in Depth, tpant= 9.6•in Depth, t12:= 7.4•in Depth, tA2:= 3.5•in Length, (pant:= 72•in Length, 112:= 20.4•in Length, I Weight, Wpant 98•Ib Weight, W12:= 58•lb Weight, WA2:= 58•lb Client: SAI Communcation Advanced Eng6neerin§ Group Sheet:2 Site No.: MA1285. 500 North Broadway Date: 8/26/2016 Scope:Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by:MRC Old Stage Road, Centerville, MA' Ph:401-354-2403 i Proposed RRUS 32: Existing Antenna .Properties: Width, W32:= 13.3•in Width, want= 12•in Depth, t32:= 9.5•in Depth, tant= 6-in Length, 132•:= 29.9•in Length, lant 72•in Weight, W32:= 77•lb Weight, Want= 50•lb Proposed Antenna: Wind force on antenna, Ppant:= (Wpant'lpant)-WLf= 356.28.Ib Weight of ice: Wpant_ice:_ [Ewpant+ (2•tic, •[tpant+ (2'tice)]'[lpant+ (2'tice)l —Wpant'tpant'lpant1-'Yice= 88.13Ib , Proposed RRHs: RRUS32: Wind force on RRUS32, P32:_ ((w32'132))'WLf= 163.98lb r Weight of ice: W32_ice :_ [IW32+ (2'tic,&[t32+ (2'tice)]'1132+ (2 tice)T — W32432'132]'^lice= 43.231b RRUS 12+A2: Wind force on RRUS12, P12= ((w,2.112))•WLf= 155.631b Weight of ice: W12_ice = IIW12+ (2'tice)]•[t,2+ (2•tice)� �112+ (2•tice)l— W12't12'l12�'-Vice= 35.821b r Client: SAI Communcation Advanced Engineering Group Sheet: 3 Site No.: MA1285 500 North Broadway Date: 8/26/2016 Scope:Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Fig. 1 (from drawings) (E)2'SCH-40 PIPE MOST,TYP. (P)2-SCH-40(5'-6'LONG) PIPE MAST,TYP.OF,(I)PER - SECTOR.(3)TOTAL (E)TMA,TYP.OP(2)PER SECTOR.(6)TOTAL - (E)PIPE MOUNT . ASSEMBLY.W.OF(2) e Y (E)HORIZONTAL TS2Y.2 SUPPORT FRAME,TYP.OF(2) (E)MZONTAL TS2x2 SUPPORT FWE,M.OF(2) i�"_(P)CROSSOVER!LATE XR(STTE PRO PART.SCX1-K OR APPROVED-EQUAL), TYP.OF(2)PER SECTOR,(8)TOTAL 1 CHME3U (E)STEEL BAND.TYP. (E)STEEL BAND.TYP. (E)WATER TAt+DC DOME Total length of pipe, Lpipe 6•ft Wind force on pipe, Ppipe:= WLr42.375•in) = 5 88pif Total wind from RRU/surge assembly, PWind_rru (P12+ P32)= 319.61 lb Total wind from antenna assembly, PWind a Ppant= 356.28lb Governs Height of top rail, Htr:= 42•in Bottom rail, Hmr:=,21-in Antenna point load on pipe, Plant:= p nt = 178.14lb Client: SAI Communcation Advanced Engineering Group Sheet:4 Site No.: MA1285 500 North Broadway Date: 8/26/2016 Scope:Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Check Pipe: Moment on pipe, M:= .356•ft•kip Allowable moment, Maiiow:= 1.245•ft•kip See attached Enercalc output MomentCheck:= "OK, if Mallow z M "NG" otherwise j MomentCheck= "OK" r F Check Rail: Check Local Stress: Moment on rail, M:= 1.005•ft•kip f Allowable moment, Mallow 1.341•ft•kip See attached Enercalc,output MomentCheck:= "OK" if Mallow? M "NG" otherwise MomentCheck Check Global Capacity of Rail: Approx. diameter of handrail, nr:-.18•ft Circumference of handrail, Lhr 7C'Ohr Lhr= 56.55 ft Total number of antennas, including others, mounted to handrail, nant (12 + 9) 21 Total number of RRHs mounted to handrail, nr,,:= 6 Total number of surge suppressors mounted to handrail, n,,:= 3 (Pwind_rru'nrru)+ Ppant'nant Approximate wind load acting on top rail from Pwl:= 2 antennas, RRUs and surge,- Pwi= 4699.78lb Number of existing railing braces'(kickers), nbrace:= 12 Client: SAI Communcation. Advanced Engineering Group Sheet: 5 Site No.: MA1285 500 North Broadway Date: 8/26/2016 Scope:Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by:MRC Old Stage Road, Centerville, MA Ph:401-354-2403 AApprox. load per brace P Pwi } pp p � brace nbaace Pbrace= 391.65lb O.K. by inspection Global capacity of handrail is adequate Conclusion: Based on the results of the analysis, the proposed_ AT&T LTE 3C-5C installation is structurally sound, as designed and depicted on plans by this office. The analysis was conducted in accordance with the Massachusetts State Building Code, 8th Edition, and ASCE 7-05. References: 1. American Society of Civil Engineers (1998), Minimum Design Loads for Buildings and Other Structures (7-05), American Society of Civil Engineers,,New York, NY 2.- Massachusetts State Building Code, 8th Edition 3. Original design plans, Centerville Water Tank, Dewberry-Goodkind, Inc., 8/4/10 N- ADVANCED 500 EasNorth Broadway Project Title: LTC 3C-5C East Providence,R102914 Engineer: MRC ProjectID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail ENGINEERING GROUP, P.C. Steel Beam -- - File=uAENER-P21WIA12-1NA.EC6� ENERCALC,INC.1983-2016,Build:6.16.4.15,Ver.6.16.4.15 Description: Mount Pipe CODE REFERENCES _ Calculations per AISC 360-05, IBC 2009,ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 35.0 ksi Beam Bracing: Completely Unbraced E:Modulus 29,000.0 ksi Bending Axis: Major Axis Bending W(Oi178) - ------- -- W(0178) Span=1.750 ft Span=1.750 ft Span 2.50 ft Pipe2 Std Pipe2 Std Pipe2 Std Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load(s)for Span Number 1 Point Load: W=0.1780 k @ 0.50 ft,(Antenna) Load(s)for Span Number 3 Point Load: W=0.1780 k @ 2.0 ft,(Antenna) DESIGN SUMNIARYy - . .. -. ._ -_ ti w } Maximum Bending Stress Ratio = 0.2861 Maximum Shear Stress Ratio= 0.039 1 f Section used for this span Pipe2 Std Section used for this span Pipe2 Std ` Ma:Applied 0.356 k-ft Va:Applied 0.2426 k f Mn/Omega:Allowable 1.245 k-ft Vn/Omega:Allowable " 6.287 k Load Combination +D+W Load Combination +D+W Location of maximum on span 0.000ft Location of maximum on span 0.000 It Span#where maximum occurs Span#3 Span#where maximum occurs Span#2 Maximum Deflection l Max Downward Transient Deflection 0.106 in Ratio= 564>=360 Max Upward Transient Deflection 0.006 in Ratio= 3,783 >=360 Max Downward Total Deflection 0.106 in Ratio= 564>=180 Max Upward Total Deflection -0.006 in Ratio= 3784>=180 I Maximum.Forces$Stresses for Load Combinations z-y= Load Combination Max Stress Ratios _ Summary_of Moment Values _ _ Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb. Rm Va Max Vnx Vnx/Omega D Only Dsgn.L= 1.74 It 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 It 2 0.000 2.08 1.25 1.00 1.00 -0.00 10,50 6.29 Dsgn.L= 2.51 It 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+L Dsgn.L= 1.74 It 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0,000 2.08 .1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 ft 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+Lr Dsgn.L= 1.74 It 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 It 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+S Dsgn.L= 1.74 ft 1 0.000 2,08' 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn,L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 It 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+0.750Lr+0.750L Dsgn.L= 1.74 It 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 ft 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+0.750L+0.750S Dsgn,L= 1.74 ft 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 ,500 North Broadway Project Title: LTE 3C-5C East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail N- -ADV, ANC D ENGINEERING GROUP, Steed Beam Fi1e=u:1ENER-P21WA12-1NAEC6 ENERmc,INC.1983-2016,Build:6.16.4.15,Ver.6.16.4.15 Description: Mount Pipe Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx MnxtOmega Cb Rm Va Max Vnx Vnx1Omega Dsgn.L=1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 It 3 0.000 2.08 1.25 1 AO 1.00 -0.00 10.50 6.29 +D+W Dsgn.L= 1.74 ft 1 0.067 0.026 0.08 0.08 2.08 1.25 1.08 1.00 0.17 10.50 6.29 Dsgn.L= 1.75 ft 2 0.284 0.039 0.07 -0.35 0.35 2.08 1.25 1.95 1.00 0.24 10.50 6.29 Dsgn.L= 2.51 ft 3 0.286 •0.039 -0.36 0.36 2.08 1.25 1.00 1.00 0.24 10.50 6.29 +D+0.70E Dsgn.L= 1.74 ft 1 0.000 2,08 1.25 1.00 1,00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 It 3 0.000. 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+0.75OLr+0.750L+0.75OW Dsgn.L= 1.74 It 1 0.050 0.020 0.06 0.06 2.08 1.25 1.08 1.00 0.12 10.50 6.29 Dsgn.L= 1.75 ft 2 0.213, 0.029 . 0.05 -0.26 0.26 2.08 1.25 1.95 1.00 0.18 10.50 6.29 Dsgn.L= 2.51 ft 3 0.214 0.029 -0.27 0.27 2.08 1.25 1.00 1.00 0.18 10.50 6.29 +0+0.750L+0.750S+0.75OW Dsgn.L= 1.74 ft 1 0.050 0.020 0.06 0.06 2.08 1.25 1.08 1.00 0,12 10.50 6.29 Dsgn.L= 1.75 It 2 0.213 0.029 0.05 -0.26 0.26 2.08 1.25 1.95 1.00 0.18 10.50 6.29 Dsgn.L= 2.51 ft 3 0.214 0.029 -0.27 0.27 2.08 1.25 1.00 1.00 0.18 10.50 6.29 +D+0.75OLr+0.750L+0.5250E Dsgn.L= 1.74 ft 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 ft 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 +D+0.750L+0.750S+0.5250E Dsgn.L= 1.74 It 1 r 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 1.75 ft 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.L= 2.51 ft 3 0.000 2.08 1.25 1.00 1.00 -0.00. 10.50 6.29 +0.60D+W Dsgn.L= 1.74 ft 1 0.067 0.026 0.08 0.08 2.08 1.25 1.08 1.00 0.17 %50 6.29 Dsgn.L= 1.75 It 2 0.284 0.039 Or -0.35 0.35 2.08 1.25 1.95 1.00 0.24 10.50 6.29 Dsgn.L= 2.51 ft 3 0.286 0.039 -0.36 0.36 2.08 1.25 1.00 1.00 0.24 10.50 6.29 +0.60D+0.70E . Dsgn.L= 1.74 ft 1 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Dsgn.'L= 1.75 It 2 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 'Dsgn.L= 2.51 It 3 0.000 2.08 1.25 1.00 1.00 -0.00 10.50 6.29 Overall Maximum Deflections Load Combination Span Max."°Defl Location in Span Load Combination Max.Y Deft Location in Span W Only 1 0.0027 0.887 0.0000 0.000 2 0.0000 0,887- W Only -0.0055 1.062 3 . .... -.:01063- _2.500 0.0000 1.062 Maximum Deflections for Load Combinations „4 Load Combination Span Max.Downward Defl Location in Span Span Max.Upward Defl Location In Span +D+W - --- 3 0.1063 2.500 2 - -0.0055 1,062 +D+0.750Lr+0.750L+0.75OW 3 0.0797 2.500 2 -0.0042 1.062 +D+0.750L+0.750S+0.75OW 3 0.0797 2.500 2 -0.0042 1,062 +0.60D+W 3 0.1063 2.500 2 -0.0055 1.062 W Only 3 0,1063 2.500 2 -0.0055 1.062 Vertical Reacd1011s Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 0.166 -0.231 0.421 ---- ------- ---- --- Overall MINimum 0.125 -0.173 0.315 D Only +D+L +D+Lr +D+S +D+0.75OLr+0.750L +D+0.750L+0.750S +D+W 0.166 -0,231 0.421 +D+0.70E +D+0.75OLr+0.750L+0.75OW 0.125 -0.173 0.315 +D+0.750L+0.750S+0.75OW 0.125 -0.173 0.315 +D+0.750Lr+0.750L+0.5250E +D+0.750L+0,750S+0.5250E +0.60D+W 0.166 -0.231 0.421 +0.60D+0.70E D Only 500 North Broadway Project Title: LTE 3C-5C East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail N- ADVANCED , ENGINEERING GROUP, P.C. Steed Beam File=u:1ENER-P211MA12-1NA.EC6 ENERCALC,INC.1983.2016,Build:6.16.4.15,Ver.6.16.4.15 ail :412:401CH0111 Description: Mount Pipe Vertical Reactions'-. _ Support notation:Far left is#1 Values in KIPS Load Combination Support 1w Support 2 Support 3 Support 4 Lr Only — -- ------------- — L Only S Only W Only 0.166 0.231 0.421 E Only H Only Steel Sectr;on Properties _ Ptpe2$td Depth = 2.375 in I xx 0.63 inA4 J = 1.250 inA4 S xx 0.53 inA3 Diameter = 2.375 in R xx 0.791 in Wall Thick = 0.154 in Zx = 0.713 inA3 Area = 1.000 inA2 1 yy = 0.627 inA4 Weight = 3.400 pif .S yy 0.528 inA3 R yy = 0.791 in Ycg = 1.188 in w MEMBER x> 4.03 L -014 C , 0 0 3 OS8 idB An 2 33 293 3,47, 08 4 fi$ 528 SM Maze(R) 160n1y II+D+l I+D+L1 I+D+S 1+D+6.I5DG+6.IS61 I+a+D,1561+D,]505 :I'+D+W` I+D+D.IDE I+D+6JSDb+6:IS6L+D,IS0W I+D+V5DL+6.7S65+6JS6W I+D+63S6Li+DJS6L+6:SZS6E I+D+0,IS6L+6:7S6S+D.SZSDE 1466D+W I+6.6047DE 500 IMR North Broadway Project Title: 3C-5C East Providence,RI 02914 Engineer. MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail N- ADVANCED ENGINEERING GROUP, P.C. Steed Beam _--- " _ `' File=uaENER-P211PM72-1NA.EC6 ENERCALC,INC.1983.2016,Build:6.16.4.15,Ver.6.16.4.15 i.o 11: -• Description: Mount Pipe Doi$ r 001 L]MEMBER-•>> L t N •014 053 1118 lz 2.33 . M3 3.47 4.08 ` . 4,W SIB 5m ; I D4nly ➢+D+L' I+D+b I+D+S 1:+6+63SDL�}D,ISDI. 1+46,79M DS ' I+D+W I+D+DJDE I+D+0 SDV+D,ISDL+D.TSDW,I+D+6.)5DL+DJS0S+6,]SDW .1+D+6;7SD1,+DJSDL4 : ZS5E I+D+D,)SDL+D:ISDS+D:SZSDE 1404 I460D47DE MEMB�pp11 >'>' 5 ASS O fit 1,25 10I5 2 44. 3,07 3 4 22 T 4 82 5;7 5 4S 104 1047SO1.14791 I+D4 .701 DJS IDOnIy - - � 1+D+L .I+D+I� '�>. .' DS i+D+W I+D+D,TDE I+Dd.7SDU+0JSDL+D,7SDW 1+D+VSDL+D:ISDS+D,ISDW I+D+D,7S0b+DJSDI+D.SZSDE I+D+DJSDL+D.TSDS+D,SZSDE 1 0.60D+W 1466D47DE I DOnly a bOnly I[Only 1 SOoly IWWnly_.. I EOnly IHoply 500 North Broadway Project Title: LTE 3C-5C W- ADVANCED East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail ENGINEERING GROUP, P.C. Steel Beam _ File=u:1ENER-P211MA12-1NAEC6 ENERCALC,INC.1983.2016,Build:6.16A.15,Ver:6.16.4.15 Description: Top Rail CODE REFERENCES Calculations per AISC 360-05, IBC 2009,ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 46.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending W(4.42) W(J.42) WT2) W(.42) W(.42) W(.42) W( .42) W(.42) W(.42) W( .42) W(.42) W(.42) M ' Span=5.Oft Span=,5.0ft _ Span=5.0ft HSSUNI/8 HSS2X2dB HSS2x2xd18 ---- Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load(s)for Span Number 1 Point Load: W=0.420 k @ 1.0 ft,(Antenna) Point Load: W=0.420 k @ 1.750 ft,(RRHs) Point Load: W=0.420 k @ 4.0 ft,(Antenna) Point Load: W=0.420 k @ 2.50 ft,(Antenna) Load(s)for Span Number 2 Point Load: W=0.420 k @ 1.0 ft,(Antenna) Point Load W=0.420 k @ 1.750 ft,(RRHs) Point Load: W=0.42 0 k @ 4.0 ft, Antenna Point Load: W=0.420 k @ 2.50 ft,(Antenna) Load(s)for Span Number 3 Point Load: W=0.420 k @ 1.0 ft,(Antenna) Point Load: W=0.420 k @ 1.750 ft,(RRHs) Point Load: W=0,420 k @ 4.0 ft,(Antenna) Point Load: W=0.420 k @ 2.50 ft,(Antenna) DE31GNtSUMMARY •: �` _ M m Bending Stress Ratio _ Y�0.750: 1 Maximum Shear Stress Ratio 0.174 : 1 Section used for this span HSS2x2x1/8 Section used for this span HSS2x2x1/8 Me:Applied 1.005 k-ft Va:Applied 1.104 k i Mn/Omega:Allowable 1.341 k-ft Vn/Omega:,Allowable 6.334 k I Load Combination, +D+W, Load Combination +D+W { Location of maximum on span 5.000ft Location of maximum on span 5.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#2 l Maximum Deflection Max Downward Transient Deflection 0.220 in Ratio= 272>=240. I Max Upward Transient Deflection -0.017 in Ratio= 3,488>=240. j Max Downward Total Deflection 0.221 in Ratio= 272>=240. Max Upward Total Deflection -0.017 in Ratio= "3489 >=240. Maximum Forces 8 Stresses for Load Combinations f Load Combination Max Stress Ratios _ Summary of Moment Values _ Summary of Shear Values Segment Length Span#^_ M- _V Mmax+ Mmax- Ma Max Mnx MnxlOmega Cb Rm Va Max Vnx Vnx/Omega D Onty -- ----- - - Dsgn.L= 5.00 it 1 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +D+L I Dsgn.L= 5.00 ft 1 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 It 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +D+Lr Dsgn.L= 5.00 ft 1 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 500 North Broadway Project Title: LTE 3C-5C East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail N- -ADVANCED ENGINEERING GROUP, P.C. Steed Beam _ - - -- File=u:1ENER-P21WIA12-1NA.EC6 ENERCALC,INC.1983-2016,Build:6.16.4.15,Ver.6.16.4.15 Description: Top Rail Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M_ V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnxtOmega Dsgn.L=. 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 "-0.00 10.58 6.33 Dsgn.L= 5.00 It 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +D+S Dsgn.L= 5.00 ft 1 0.000- 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 it 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +D+0.750Lr+0.750L Dsgn.L= 5.00 ft 1 0,000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 It 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00.1.00 -0.00 10.58 6.33 +D+0.750L+0.750S Dsgn.L= 5.00 ft ' 1 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 It 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00 1.00' -0.00 10.58 6.33 +D+W Dsgn,L= 5.00 It 1 0.750 0.154 0.91 -1.00 1.00 2.24 1.34 1.50 1.00 0.98 10.58 6.33 Dsgn.L= 5.00 ft 2 0.750 0.174 0.31 -1.00 1.00 2.24 1.34 2.98 1.00 1.10 10.58 6.33 Dsgn.L= 5.00 It 3 0.750 0.174 0.81 -1.00 1.00 2.24 1.34 1.50 1.00 1.10 10.58 6.33 +D+0.70E Dsgn.L= 5.00 ft 1 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00 .1.00 -0.00 10.58 6.33 +D+0.750Lr+0.750L+0.750W Dsgn.L= 5.00 ft 1 0.562 0.116 0.68 -0.75 0.75 2.24 1.34 1.50 1.00 0.73 10.58 6.33 Dsgn.L.= 5.00 ft 2• 0.562 0.131 0.23 -0.75 0.75 2.24 1.34 2.98 1.00' 0.83 10,58 6.33 Dsgn.L= 5.00 ft 3 0.562 0.131 0.61 -0.75 0.75 2.24 1.34 1.50 1.00 '0.83 10.58 6.33 +D+0.750L+0.750S+0.750W Dsgn.L= 5.00 ft 1 0.562 0.116 0.68 '° -0.75 0.75 2.24 : 1.34 1.50 1.00,- 0.73 10.58. 6.33 Dsgn.L= 5.00 It 2 0.562 0.131 0.23 -0.75 0.75 2.24 1.34 2.98 1.00 0.83 10.58 6.33 Dsgn.L= 5.00 ft 3 0.562 0.131 0.61 -0.75 0.75, 2.24 1.34 1.50 1.00 0.83 10.58 6.33 +D+0.750Lr+0.750L+0.5250E Dsgn.L= 5.00 It 1 0.000 _ 2.24 1.34., 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00' 10.58 6.33 Dsgn.L= 5.00 ft 3, 0,000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +D+0.750L+0.750S+0.5250E Dsgn.L= 5.00 ft 1 0.000 2.24 1.34 1'00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 It 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6,33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 +0.60D+W Dsgn.L= 5:00 ft 1 0.750 0.154 0.91 1.00 1.00 2.24 1.34 1.50 .1.00 0.98 10.58 6.33 Dsgn.L= 5.00 ft 2 0.750 0.174 0.31 -1.00 1.00 2.24 1.34 2.98 1.00 1.10 10.58 6.33 Dsgn.L= 5.00 ft 3 0.750 0.174 0.81 -1.00 .1.00 2.24 1.34 1.50 1.00 1.10 10.58 6.33 +0.60D+0.70E Dsgn.L= 5.00 ft 1 0,000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 2 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Dsgn.L= 5.00 ft 3 0.000 2.24 1.34 1.00 1.00 -0.00 10.58 6.33 Overall Maximum Deflect_ions Load Combination Span Max =Defl Location in Span Load Combination Max."+"Defl Location in Span W Only 1 0.2206 2.167 0.0000 0.000 W Only 2 0.0197 2.267 W Only -0.0172 4A00 W Only 3 -r_0.2140 2.667 0.0000 4.400 Maximum Deflections for Load Combinations _ _ __ Load Combination Span Max.Downward Defl Location in Span Span Max.Upward Defl Location in Span +D+W 1---- 0.2206. - 2.167 2 -0.0172 4.400 +D+0.750Lr+0.750L+0.750W 1 0.1654 2.167 2 -0.0129 4.400 +D+0.750L+0.750S+0.750W 1 0.1654. 2.167 2 -0.0129 4.400 +0.60D+W 1 0.2206 2.167 2 -0.0172 4.400 W Only 1 0.2206 2.167 2 -0.0172 4.400 Vertical Reactions ` Support notation:Far left is#1 Values in KIPS r Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum ' 0.702 1.881 1.881 0.576 Overall MINimum 0.527 1.411 1.411 0.432 D Only +D+L +D+Lr 500 North Broadway Project Title: LTE 3G513 East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail N- ADVANCED... ENGINEERING GROUP, P.C. Steel Beam He=u:1ENER-P21\MA12-1NA.EC6 ENERCALC;INC.1983-2016,Build:6.16.4.15,Ver:6.16.4.15 Description: Top Rail Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1- Support 2 Support 3 Support 4 +D+S---- - - --- ------ +D+0.750Lr+0.750L +D+0.750L+0.750S +D+W 0.702 1.881 1.881 0.576 +D+0.70E +D+0.750Lr+0.750L+0.750W 0.527 1.411 1.411 0.432 +D+0.750L+0.750S+0.750W 0.527 1.411 1.411 0,432 +D+0.750Lr+0.750L+0.5250E +D+0.750L+0.750S+0.5250 +0.60D+W 0.702 1.881 1.881 0,576 +0.60D+0.70E D Only Lr Only L Only S Only W Only 0.702 1.881 1.881 0.576 E Only H Only Steel Section Properties HS82x2x1/8 Depth = 2.000 in I xx - 0.49 in^4 J = 0.796 inA4� S xx 0.49 in^3 ; Width = 2.000 in R xx = 0.761 in Wall Thick = 0.116 in Zx = 0.584 in^3 Area = 0.840 in^2 Iyy = 0.486 in"4 C = 0.000 inA3 Weight = 3.045 plf S yy = 0.486 inA3 R yy = 0.761 in Ycg 1.000 in 0,4 .W MEM UUU L C 0 0 E S •1A L43 290; 43):,. S Jl` I0. 8,70 10,10 1157 B43 14SO DO�Iy. I+D+l 1+D+11 D+D+S' 1441SDIA.7% I+D+D,ISOMISH 1+D+Wl. 1+O+DJDE' I+D+D,1S0b+D,7S0I+0.75DW I 0+0151. D.ISDS+DMW I+D+0JSDb+I)JS0L+0.SZS0E I+D+D,ISl)L+D:JSDS+O.StSOE 14.04 1+0.60D+D:70E 500 North Broadway Project Title: LTE 3C-5C East Providence,RI 02914 Engineer: MRC Project ID: MA1285 (401)354-2403 Project Descr: Analysis of Water Tank Antenna Rail ^A- 'ADVANCED ENGINEERING GROUP, P.C. Steel Beam -------- File=u:1ENER*P21M12-1NA.EC6 ENERCALC,INC.1983-2016,Build:6.16A.15,Vec6.16.4.15 Description: Top Rail '� O6 MEMb-> m - r. 05 lA 1,43 230 437' 5,11 7,23 830 ' 1010 1151 1303 1450 DOnly I+D+C 1+D+U I+D+S 1,`.+D+O,JSOU+6.]SOl ' I047SOI+D.]SH ` L+D+W 1447OE.; 1041SOl4.J9147M I+D+6.JSOt+O.]SOS+6.IS0W I+D+D:JS0b+O.JSDt+D.SZS0EI+D+6JS0t+0JSDS+O.SZSDE 0,07 MEMBER >> N4 c -0,10 '0/V 0 ' -01b 1A3 7,90 431 SIP 718 8'10 10,10 119rt 1353 1450 MAO I D4^ly I+D+I 5.. 1+D+11 >I+D+S ' I+D+0.JS0b+'O.JSDt I+D+0JS0t+0,7S6S +D+W ➢+D+D]0E 1'+D+D,JSDt1+0JS0t+0.ISDW, I+D.+O,ISOl+0JS0S+DJSOW i+D+O.ISDU+OJSOL+MSDE I+D+O,JSDt+0,JS0S+0.SZS0E I+D.60D+W I+6,60D+ AE I DO^ly 11I UO^ly I W Only I E Only I HOnly Client#:703814 SITEACQU1 ACORD. 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INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY 100000321705 1/01/2016 01/01/2017 DpEAAqCHpp_��OEEESCCCURRRRENCE $1 000000 CLAIMS-MADE N OCCUR PREfNIS Eao.TurrDence $300,000 X BI1PD Ded:25000 MED EXP(Any one person) $ PERSONAL BADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY RC a LOC PRODUCTS-COMP!OPAGG $2,000,000 OTHER: $ E AUTOMOBILE LIABILITY \ AWV697898707 1/01/2016 01/01/201 ED..dEDSINGLELIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident AUTOS AUTOS ( ) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS $ Ix AUTOS Per accident B X UMBRELLA LIAB X OCCUR 1000022407 1/01/2016 0110112017 EACH OCCURRENCE $10 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10 00O 000 DED RETENTION$ $ C WORKERS COMPENSATION WC012851944 8/01/2016 08/01/201 X PER IER OTH- �, AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 000 000 OFFICER/MEMBER EXCLUDED? 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Type of Insurance-Contractors Pollution Liability/Policy#G271002OA003_/Company:Ace American (See Attached Descriptions) ; CERTIFICATE HOLDER CANCELLATION Site Acquisitions,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE- EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN dba SAI Communications ACCORDANCE WITH THE POLICY PROVISIONS. 27 Northwestern Drive Salem,NH 03079 AUTHORIZED REPRESENTATIVE "INFORMATIONAL ONLY" �. ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 2 The ACORD name and logo are registered marks of ACORD ` #S18319745/M18318019 BXFCA '. � �rDo u. a of B s rvi MA NORTH ANDOVER Y_ pir tationrl, 03106/2 s ...+ . ,. .:w • f JOWN OF BARNSTABLE BUI 11 rP , AffPLICATION Map 140 Parcel /0 7 � Application # Health Division Date.lssued h //fo Conservation Division y. i Application Fee .. Planning Dept. Permit Fee - Date Definitive Plan Approved by Planning Board Historic - OKH do.-. _Preservation/ Hyannis ��Sr7 aS Project Street Address 314S OLD S-�6E SAD Village Owner tw-lck�kt tvwow►11E nm 1 %s-m_kcx Address Isis FAuAwrm 140.1p Telephone Permit Request �ERltoa Waxxk+-ss Wbut_o -M SEFIAt&3 AW-MWWAS ANn 3 R�l+��'� RACIo 14rcAOS oil �1.a�. + M�rbt, fhDD�tloMg1�y V�cQA1on1 �•►111prF (l EX1STl1f4 t� S �/rllr n StMPlrc SCC►NOAiW �0.�\QPSEt1C Std1�. NO CA1Atfgf, 1td 'IOWER- WkA-r tz ZO a Aft, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 021150- Construction Type Lot Size 1.9 8 A-gas Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes W/No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new i'/A Half: existing new Number of Bedrooms: HIA existing —new Total Room Count (not including baths): existing new' First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing. New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUIkDER OR HOMEOWNER) Name A OE_ Telephone Number Zo1-213 -87-91 Address Y AV. � License # CS - ©(�s 00Z_ l kW,4aA UoH �k(LA44N1 V4 a Zok9 Home Improvement Contractor# Email. J�3�2co � l f'r'i CAM _ rz h Worker's Compensation # VC- - (2:1 (00 Z' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO N DATE SIGNATURE 1121 I k' FOR OFFICIAL USE ONLY - APPLICATION # j � DATE_ ISSOED ` MAP/ PARCEL NO. !� ADDRESS VILLAGE ^- OWNERf. l i DATE OF INSPECTION: t FOUNDATION _ ;} FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` t T PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ' ~ ' ASSOCIATION PLAN NO. - inghouse,Pc P.O.Box 102 sse C Marstons Mills,MA 02648 �� Phone: 508-221-2980 1O structural design Email: jensen@inghouse.net & ingenuity Web: www.inghouse.net October 14t", 2015 inghouse project ID: ING14032 Turning Mill Consultants, Inc. Attn: Stephen Shurtleff Architectural&Engineering Manager 68 Tupper Road,Unit#3 P.O.Box 1159 Sandwich,MA 02563 Structural Engineering Evaluation for Wireless Equipment Supporting Rail System Centerville Water Tank 345 Old Stage Road,Centerville,MA 02632 Dear Mr.Shurtleff: INGHOUSE has included structural design calculations for the Wireless Equipment Supporting Rail System atop the Centerville Water Tank. The Rail System has been modelled in 3d structural design software RISA-3d in accordance with the enclosed original member specifications and system geometry, and as verified during our previous site visit,. on November 19`'',2014. Structural loading has been estimated conservatively for a load condition which equals the dead load of the heaviest proposed antenna equipment placed equally and continuously along the top and.middle rails. Further a continuous wind loading of the top rail with a conservative, average tributary height of 7ft (average height of tallest,proposed antenna equipment),continuously placed along the top rail perimeter is assumed.It has been demonstrated that additional weight up to(2)times the maximum dead load of 701b/ft(as potential ice loading may increase the actual dead loading of the installed units)can be supported by the rail system. The existing steel railing system provides adequate load resistance for the proposed new wireless equipment to be added and exchanged for existing equipment as noted,provided the following conditions are met: 1.Only(1)70 lb antenna and(1)581b radio head shall be mounted together on the same mounting pipe. 2.All mounting pipes supporting antennas and radio heads(either with a single unit or with combined units) must be fastened to top and mid rails of the existing support rail structure. Please,do not hesitate to contact us with any questions or concerns. Sincerely, , Jµ OF M INGHOUSE o2� LABS JENSEN GN o STRUCTURAL T No.5092 Lars Jensen,P.E.,S.E. F PO,t, GIST Enclosures: -Original technical drawing of railing section - Structural Design References,Wind Load Analysis&Design Calculations Page 1 of 21 I ' Initial Construction Control Document H To be submitted with the building permit application by a Registered Design.Professional I for work.per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Venzon Wireless CENTERVILLE RELO NM Date: 12714-15 Property Address: 345 Old Stage Road,Centerville,MA 02632 Project: Check(x)one or both as applicable: X New construction. X Existing.Construction Project description:Replace 3 of 12 existing antennas; add 3 remote radio heads; replace 3 existing remote radio heads;and remove 12 existing coax runs. i I,James?. Stroke,MA Registration Number.:20068 Expiration date:06/30/16;am.a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning; Architectural Structural Mechanical Fire Protection Electrical Other: X Entire for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a.regular and periodic basis.to: 1. Review,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. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be 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 is being performed in a manner consistent with the approved construction documents and,this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required.by the building official'„I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building uction Control.Document'. JAMES P. STROKE Enter in the space to the right a"wet"or No.20068 electronic signature and seal: l _ . Phone number: 509-888-4383 Email: info turningmillconsultants.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.naass gov/die Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly NalTle (3usinessl0rganization/Ir►divi(luat} Heidre..a Communications,LLC Address:One William Way City/State/Zip: Bellingham,MA 02019 Phone#: 508-473-1990 Are yott an employer?Check,the appropr'ate:boz Type of project(required): L.0 I am a�employer with 49 4.. Q I am a general contractor and I employees(full and/or part-time).., have hired the sub-contractors 6: O New construction 2.[] lam.asole.proprietor or partner- listed on the attached-sheet. 7. Q Remodeling These.sub-contractors have. ship and have:no employees 8. Q Demolition working forme in any capacity., employees and have workers'` 9. ❑Building addition [No workers'comp..insurance comp:insurance, required.], 5.,.Q We area corporation.and its 10:Q.Electrical repairs or additions officers have exercised 3:Q I am a homieowne.r doing all work 11:Q..Plumbing repairs or additions myself. o.workers' com. : right of exemption per MGL. Y [No' p 12.❑Roof repairs insurance required:)t c 152, §1(4),and we.have;no` Teleeommunicatiorts employees:. [No workers' 13, :Other comp.insurance required]. *Any applicant that checks:boic#1 must also.fll out the section:belove showing their workers'compepsatton;polrcy u fgmiatton. f Homeowners who submit this affidavit indicating they are doing all work and them hire outside contractors must submt'a new affidavit iridreating suCli +Contractors that'check this box must attached an additional;slieet showing'fhe.n.erne of the.sub contractors-and:state.whether•or,not those entities have employees. ifthe:sub contractors have employees,they must pOvide their ivorkm'comp:policy iiumba - 1 am an employer that`is providing workers;"compensation biwance for my employees Below is fhe policy andJob_site nforritafo�, The Insurance Company of th- -e Stateof Pennsylvania Insurance Company Name; . '. Policy:#or Self ins.Lic #s WC 62716021 Expiration Date. 03/1"5116 Job.Site Address 516 Steele Hilt Rd: CkviSZtp,Sanbolimton, NH 03269 Attach a:copy of the:workers'compensation policy declaration page(showing the policy number aiad eupiratiot date). Failure to secure coverage:as required under Section 25A of MGL e. 152 can lead to the 'imposition of dimih4l pen41ties:of a fine up to$1:500.0.tandior one-year imprisonment;as well as civil penalties in the form:of a STOP WORK ORDER and a fine of up to$250;00 a day against the violator..Be advised,that a copy of this stateinetit.may be forwarded to the Office of Investigations of the DIA for:insurance coverage verification: I do hereby qedo under-the ats and. enalties-of erjury that:the information provided above is true and correct. Date -. ._ 15.. Phone:.# 508=4 3-1'99Q Official;use..only. Do:notmrite M thisarea,to be completed by city or town official City or Town:. Permit/License# Issuing.Authorty(circlme one): 1.Board of Health 2..Building Department 3. City/ own Clerk 4.Electrical Inspector S:.Plumbing Inspector 6.Other Contact Person: Phone : f r Massachusetts-Department of Public Safety + Board of Building Regulations and Standards L.rJFJ\8k1Il L'�IJrE.]m�YQ��tlfti 4i License: GS4098919 GEOFFREY O FOjYSE ' 10 Westcraft Roars Reading MA 0188 UIW ✓. �J. .�r�aia Expiration Convnissioner 05/04/2017 Unrestricted-Buildings of anyuse group which. - contain less than 35,000 cubic feet(99im3)>of. Failure to possess a curient:edition of the Massachusetts State Building.(Weis cause for revocation of this license. OcebOslicensing:inforrmtionVisit: www:Mass.Gov/dRS tHE r )ARNSTABIA MAM Town of Barnstable Regulatory Services Richard V.Scab,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, erg t ra 7 Svc as Owner of the subject property hereby authorize 10wcr �Z MClrxr'�11"'�'(1.}- to act on my behalf, in all matters relative to work authorized by this building permit application for: 0 Id 19 -.--mod (Address of Job) Signatvreof Ow et ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C1UseisWecollik1AppDatalLocallMicrosoMW.indowslTemporary Intemet FileslContent.Outlookl2PIO1DHRIEXPRESS.doc Revised 040215 ACC ® CERTIFICATE OF LIABILITY INSURANCE . DAT MM/DDIYYYY) 7/22/2015 THIS 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 endorsements." PRODUCER CONTACT NAME: Ted Matthews TDA, Inc.;The Driscoll Agency PHONE FAX a 93 Longwater Circle E-MAIL - c No):781-681-6686 P.O. BOX 9120 ADDRESS: Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURER A:CNA/Continental Casualty Co 20443 INSURED 5801 _. INSURER B:Insurance Companyf the State of P Heidrea Communications, LLC INSURER C'Ad it I Insurance Heidrea Communications NY, LLC INSURER D:M h ants Mutual Insurance Co. Heidrea Communications CT, LLC . 1VVilliam Way - kNSURER NSURERE: r IBellin ham MA 02019 F:Merchan s Mutual Insurance Co. COVERAGES CERTIFICATE NUMBER:1179794303 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. INSR LTR TYPE OF INSURANCE IANSR SWVD -POLICY NUMBER MM/DDY/YYYY MM/D//YYYY LIMITS C GENERAL LIABILITY CA000017499-03 3/14/2015 3/14/2016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $50,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $5,000 X Contractual Liab '_ - PERSONAL 8 ADV INJURY $1,000,000 X' X,C,U GENERAL AGGREGATE $2,000.000 GEN'L AGGREGATE LIMIT APPLIES,PER: PRODUCTS-COMP/OP AGG $2,600.000 POLICY X I PRO- LOC $ D COM AUTOMOBILE LIABILITY MCA0000319 3/14/2015 3/14/2016 Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X AUTOSULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY $DAMAGE X HIREDAUTOS X AUTOS Peraccdent $ F X UMBRELLA LIAB , X OCCUR CUP0001201 3/14/2015 3/14/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10 000 $ B WORKERS COMPENSATION 62716021 - 3/15/2015 3/15/2016 X WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/.N I TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000,000 A Professional Liability CE05099532617 3/1/2015 3/1/2016 $1,000,000 ea.claim $1,000,000 agg. E Contractors Environmental Liab: 001985000., 4/10/2015 4/10/2016 $5,000,000 ea.occ.. $5,000,000 agg. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 'IN Tower Resource Management, INC ACCORDANCE WITH THE POLICY PROVISIONS. 16 Chestnut Street Suite 220 FOXborough MA 02035 : AUTHORIZED REPRESENTATIVE / r r� f ldS'fdf• ©1988-2010 ACORD CORPORATION. All rights reserved. . ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r Jesse G. Brown One William Way Co CEO Bellingham,MA 02019 crea Matthew P.Mastroianni _ .? ph:508-473-1990 Co CEO corn rn: fax:508-473-1991 January 14, 2016 Town of Barnstable 367 Main St: Barnstable, MA 02601 Re;Verizon.Wireless Telecommunications Installation; Centerville_RELO,345 O1d.Stage Rd.,Centerville, MA 02632 To Whom It May Concern, This letter confirms that Geoffrey Forse is an active employee of Heidrea Communications, LLC and is covered by the:company insurance: If you have any questions or need additional information,please feel free to.contact the office at 508-473=1990 or eMaill spetronelli@heidrea.com. �ipcerely.; Shannon Petronelli Office Manager P www.heidrea.com TOWN OF BARNSTABLE UILD NG PE IT IPPLICATION Map 190 Parcel /4 7 Application #020 3a)i Health Division ` /, V Date Issued w� l Conservation Division a� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �136 J13 Historic - OKH Preservation / Hyannis Project Street Address Old Village Owner � Address /�'7� G�•��• /1:�„� Telephone ..II A Permit Request N f i- � Ov JkJ � o,�r� ��(.7 AA 4 e u�c ,ra WO L+cg�.f o,dC Al l-,e Gov J-o Cx.o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation d Construction Type Lot Size .l�j$ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House:, ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No. Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' i Commercial LKes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �9 a Name S ��►uv�vc� f/,o'li6 d��ew Telephone Number ( 6°3) Vd-(-6Y7 y Address (oP--0,o u 10 ..546,1 PH License # /6 K631 Home Improvement Contractor# Worker's Compensation # (2 W_EQ1E3Z(r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 L1,ee i1J d h 1d✓e �+ SIGNATURE F r DATE / �/� FOR OFFICIAL USE ONLY APPLICATION# ,L DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE t - OWNER DATE OF INSPECTION: ,r -FOUNDATION. h FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING -713113 s DATE CLOSED OUT ASSOCIATION PLAN NO. o,.;zf in Town of Barnstable law 200 Main Street,Hyannis,Massachusetts 02601- i639. Regulatory Services Thomas F. Geiler, Director Building Division 'Tom Perry,Building Commissioner Phone(508)'862-4679 Fax(508)862-472.5 www.town.barnstab(e.ma.us November 29, 2012 AT& T Mobility c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02072 RE: Site Plan Review#030-12 AT & T Mobility 345 Old Stage Road, Centerville Map 190, Parcel 107 Proposal: AT & T proposes to add 3 antennas, 6 remote radio heads, 3 surge arrestors to a wireless communications facility located on a fire district water tank within applicant's 168 foot elevation lease area, not exceeding the height of the water tank. Dear Mr. Squires: Please be advised that the above-referenced proposal has been administratively approved subject to the following: • Approval is based upon and must be substantially constructed in accordance with.plans'entitled "AT&T Site Number: MA1285; Site Name: AWE-Centerville,NIA'. 6 Sheets, dated September 11, 2012, prepared for AT&T, by Advanced Engineering of East Providence,Rl. • Applicant must obtain all other applicable permits, licenses and approvals required, including but not limited to a building permit. A copy of the approved site plans will be retained on file. Sincerely, �. e Ellen M. Swiniarski .Site Plan/Regulatory Review Coordinator CC: . Tom Perry, Building Commissioner r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesdgations I Congress S1ree4 Suite 100 Boston,MA 02114-2017 ` www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/Organization/Individual): Site Acquisitlons.lnc.d/b/a SAI Communications Address:22 Keewaydin Drive City/State/Zip:Salem, NH 03079 Phone#:603.421.0470 Are you an employer?Check the appropriate bog: Type of project(required): 1.211 am a employer with 145 4. ❑ I am a general contractor and I employees(full and/or part-time).' have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' msurance.t 9 ❑Building addition [No workers comp.comp.insurance P• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. . right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑✓ Other Telecommunications comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such: tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: The Hartford Policy#or Self-ins.Lic.#:04WEQT3295 Expiration Date:8/1/2013 Job Site Address: City/State/Zip: Ll 4v I a4L41 (Jt Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb cetWfv u er the gains and enaldes o er'u that the in ormadon provided above is true and correct Signahire- Date 12/13/2012 Phone#:603.421-.0470 . Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I Client#:703814 SITEACQUi ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 12/26/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:H the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: USI Insurance Svcs of NE,Inc. F"alco"�, ;603 625-1100 ,Al Al N.; PO Box 6360 EMAIL Manchester,NH 03108.6360 ADDRESS: INSURER(S)AFFORDING COVERAGE HAIC 0 603 625-1100 INSURER A:Liberty Surplus Insurance Corp. 10725 INSURED INSURER e:Starr Indemnity$Liability Co. 38318 Site Acquisitions,Inc. INSURERC:Hartford Casualty Insurance Co. 29424 22 dba SAI Communications INSURER D:Hanover Insurance Company 22292 Saleemm,,N NH Drive INSURER E:Hiscox Insurance Company 10020 Salem, 03079 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 CONTRACTOR 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. LtTR TYPE OF INSURANCE 1 R ADDLSUB POLICY NUMBER ADD EFF MPI MID EXP LIMITS A GENERAL LIABILITY 100000327702 0110112013 01101/2014 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES Ee�rrence $3OO OOO CLAIMS MADE a OCCUR MED EXP(Any one person) $No coverage X BIIPD Ded:25000 PERSONAL S ADV INJURY $1 000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AM $2,000,000 POLICY X jRC LOC $ D AUTOMOBILE LIABILITY AWV697898704 0110112013 01101/2014 COMBIINNeD SINGLE LIMITMe $1,000,000 X ANY AUTO BODILY INJURY(Per peron) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-0WNED PROPERTY DAMAGE AUTOS Per acddent $ $ B X UMBREV-AUAD X OCCUR SISCCCLO1701813 1/01/2013 01/01/2014 EACHOCCURRENCE $5000000 EXCESS LIAR CLAIMS-MADE AGGREGATE s5,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION 04WEQT3295 8/01/2012 08/01/201 X wCSTATU OTH AND EMPLOYERS'L.IABI ITY YIN ANFICEOR/M PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED?ECUTI�� NIA E.L.EACH ACCIDENT $1 00O 000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 00O 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Installation Pol. IHV707584303 1/01/2013 0110112014 $150,000/$2,500 ded. E Professional MPL105991912 6/02/2012 08/01/201 $1MM/$1MM;$20,000 ded. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,If mom space Is required) This Certificate covers all operations usual and customary to the Insured's business. CERTIFICATE HOLDER CANCELLATION "For information purposes Doty" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988 2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S9159290/M9158945 CBPZP tni+ants� <►etis LETTER OF AUTHORIZATION SITE ACQUISITIONS, INC 22 Keewaydin Drive Salem,NH 03079 To Whom It May Concern: I, Anton J. Miller the President of SITE ACQUISTIONS, INC. ("SAP')hereby grant the authority to the following persons: Keith Barnard,Shawn Hancock on the behalf of SAI to apply for and obtain all necessary federal,state,local and/or other applicable jurisdictiori(s) approval(s)and/or permit(s)that may be required for the construction, operation,modification and maintenance of telecommunication facilities within the New England region. Site Acquisitions,Inc. Anton J. Miller-President Date: December 21, 2012 22 Keewaydin Drive,Salem,NH 03079 (603)421-0470 i The Commonwealth of Massachusetts Department of Public Safety d One Ashburton Place, Room 1301 eye�W Boston, Massachusetts 02108-1618 " Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: MA1285(AWE-Centreville MA) Date: December 14,2012 Project Location: 345 Old Stage Road,Centerville,MA 02632 Scope of Project: Installation of telecommunication antennas and related appurtenances on existing water tank,and installation of radio equipment on existing concrete pad at grade. In accordance with SECTION 107.6 of the 8th edition of the Massachusetts State Building Code,I,Marc R. Chretien,Mass. Registration Number 40313 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building' permit and shall be responsible for the following as specified in section 107.6.2.2:** 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents.** **Requires timely notification of construction commencement by the contractor of record and timely notification(min.of 48 hours)of critical construction milestones by the contractor of record. If not notified by the contractor of record of these events,this office assumes no responsibility for the construction of the project. i I shall submit periodically,in a form acceptable to the building official,a.progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signature and Seal of registered professional: L111 Of tv,J��o ova MARC R. �'"A CHRETIEN - CIVIL No.40313 �FOISTERE� � • /�� FSSIOMAI EN®� January 3, 2013 Centerville/Osterville/Marstons Mills fire District/Water Department PO Box 369 1138 Main Street Osterville, MA 02655 Re: 'Letter of Authorization (MA1285) Applicant: New Cingular Wireless, PCS, LLC, by its manager, AT&T Mobility, Inc. Site Address: 345 Old Stage Road Centerville, MA 02632 To Whom It May Concern: New Cingular Wireless PCS, LLC is currently working to modify its antenna installation on the above referenced site. As part of this modification, they are required to obtain certain local permits and approvals for this work. As the landlord of the property, permission is hereby granted to New Cingular Wireless and its agents for the purpose of consummating any applications necessary to gain the required approvals or permits on the above-referenced structure from the City of Centerville, Massachusetts. Any fees or charges associated with all applications or permits and any conditions placed on the Applicant shall be the responsibility of New Cingular Wireless, its subsidiaries and agents. Sincerely, J Y /,4 Z By: Name: Title: -S P4% Hereunto Duly Authorized v_ �r 4 Kam° �. 'u «:g t t { t, yy>` z OWN 1 .riw`; s 2r, 0 04k r - W NVI U� 4 I Town of Barnstable 387 Main St Hyannis, MA 02601 Re: Authorization to Obtain Permits and Approvals for Upgrade of AT&T Wireless Facility At 345 Old Stage Rd MA AT&T Site MA1285 Centerville To Whom It May Concern: The undersigned is the owner of the property referenced above(the"Property").This letter is Written to you in connection with a proposal by New Cingular Wireless, LLC d/b/a AT&T Mobility("AT&T")to make upgrades to its wireless communications facility on the Property,as Reflected in the drawings and materials included with this submittal,and as may be modified or amended to address permitting-related concerns(the"Project"). Please accept this letter as authorization from the undersigned for AT&T/SAI to submit permit applications and seek all other required government approvals for the Project,including but not limited to,Zoning , Permits, Building Permits,etc..AT&T is also authorized to proceed with construction of the Project once all required approvals and permits have been obtained. Sincerely, Comm. Water De t i By: Print name: Title: Date: , n The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 1 of 2 -« The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 021084512 Telephone:(617)727-9640 SITE ACQUISITIONS, INC.Summary Screen ' Help with this form Request a Certificate The exact name of the Domestic Profit Corporation: SITE ACOUISITIONS.INC. Entity Type: Domestic Profit Comoration Identification Number: 043324231 Old Federal Employer Identification Number(Old FEIN): 000507758 Date of Organization in Massachusetts: 07/24/1995 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of its principal office: No.and Street: 10 MOUNT VERNON ST.,SUITE 101 City or Town: WINCHESTER State:MA Zip: 01890 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No.and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: NATIONAL REGISTERED AGENTS,INC. No.and Street: 303 CONGRESS STREET 2ND FLOOR City or Town: BOSTON State:MA Zip: 02210 Country:USA The officers and all of the directors of the corporation: Title Individual Name Address(no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Tip Code of Term PRESIDENT ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor TREASURER DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor SECRE F ARY ANTON MILLER 60 CLEWLEY RD Until Appt of MEDFORD,MA 02155 USA Successor DIRECTOR ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 12/21/2012 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 2 of 2 DIRECTOR DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor business entity stock is publicly traded: _ The total number of shares and par value,if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CNP $0.00000 15,000 $0.00 200 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report _ Partnership X Resident Agent X For Profit Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS ❑: Administrative Dissolution : Annual Report Application For Revival Articles of Amendment ❑ View Filings -' New Search Comments ©2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 12/21/2012 I N— ADVANCED 500 North Broadway East Providence, RI 02914 ENGINEERING GROUP, P.C. Ph:401-354-2403 January 4, 2013 Carl Aquilina „ SAI Communications ' 22 Keewaydin Road Salem, NH 03079 RE: AT&T Antenna& Equipment Installation MA1285(AWE-Centerville MA) 345 Old Stage Road Centerville, MA 02632 Dear Mr.Aquilina: At your request,this office has examined the proposed AT&T LTE equipment installation at the above- referenced site, and depicted on plans by this office entitled MA1285,AWE-Centerville MA", dated 11/6/12, Rev 0.1, in order to assess the structural capacity of the existing antenna support rail assembly on the dome of the tank, and the proposed mounts to which the proposed antennas will be fastened. Based on our analysis(see attached), it is the opinion of this office that the proposed antenna mounts, and the existing antenna support rail assembly are structurally sound, as designed, and are capable of safely supporting the proposed AT&T antennas, RRUs,and surge suppression unit without modification. If you have any questions,'or if we can be of further assistance, please do not hesitate to contact us. Very truly yours, Advanced Engineering Group, P.C. OF 4*p S�ryG E C E � o CHRTIN c> CIVIL cn N6.40313 Marc R.Chretien, P.E /STER�\ �� l i Client: SAI,Communcation p Advanced Engineering Group . Sheet: 1 Site No.: MA1285 500 North Broadway Date: 1/4/2013 'Scope: Antenna Mount Analysis, 345 ¢ " East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Synopsis: The proposed AT&T LTE installation will consist of three (3) antennas (1 per sector), six (6) remote radio heads (RRH) (2 per sector), three (3) surge supressors (1 per sector), and one (1) fiber junction box. The three (3) proposed antennas will replace three (3) of the existing nine (9) antennas and will be mounted to the existing handrail assembly on the dome of the tank. The proposed RRUs and surge suppressors will also be mounted to handrail assembly on proposed mount pipes. The pipes will be fastened to the rail as the existng pipes are fastened. It is assumed that the existing handrail is constructed as shown on plans by Dewberry Goodkind, dated 8/3/10. Environmental Loads: , Wind load: { Exposure category, B (ASCE 7-05 Sec 6.5.6.3) Basic wind velocity, /:= 120 ,. mph (MSBC Table 1604.11) Importance factor, I 1 .(category II) _ (ASCE 7-.05 Table 6-1) Exposure coefficient, KZ:= 1.17 (ASCE 7-05 Table 6-3) Velocity wind pressure, q,:= 00256•V2•KZ•I•psf - (ASCE 7-05 6.5.10) qz= 43.13 psf .r' Gust response factor, _ .85' ' '(ASCE 7-05 Sec. 6.5.8) Force coeff., Cf:=.1.4 - (ASCE 7-05 Fig: 6-21) . Wind load pressure; WL qZ�G Cf (ASCE 7-05 Sec. 6.5.15) WL= 51.33 psf , s Radial ice thickness, t1Ce<= .75.in " Density of.ice, 'Vice:=.56'pcf ! F , Equipment Loads: Proposed Antenna Properties: Width, want:= 12-in Length; last:= 72•,in - Depth,'. tant= 6-in - Weight, Want:= 50•Ib Weight of ice: Want ice want+ (2'ticeDltant+ (2-tice)]'1lant+ (2'tice -Want'tant'�ant]''Yice , Want,ice 73:17 lb t Client: SAI Communcation v n Ad a ced Engineering Group Sheet: 2 Site No.: MA1285 500 North Broadway Date: 1/4/2013 Scope: Antenna Mount Analysis, 345 East Providence, RI 02914, Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Wind force.on antenna, Pant:= (want'lant)•WL Pant 307.95lb , F Proposed RRU Properties: Width, wrru:= 17•in Length, Irru:= 17•in Depth, trru 8•in Weight, Wrru;= 55•Ib Weight of ice: Wvru_ice ff[wrru+ (2-tice)1'1trru+ (2'tice)]'[Irru+ (2-ti6e - Wrru-trru'lrQ''Yice Wrru ice 30.44lb,: Wind force on RRHs,. Prru:= l(Wrr,,'I,U) •WL Prru= 103.01 lb e Proposed Surge Suppresser: Width, wss:= 10.75•in FLength, ISS:=&10.75•in Depth, tss:= 6.5•in Weight, Wss:= 16•Ib Weight of ice:, // Wss_ice = wss+ 2`tice tss+ 2 tice Iss•+ 2 tice Wss'tss'Iss "Tice Wss_ice= 14.56 Ib r 4 Wind force on surge, Pss:='(wss•ISS)•WL '. 3 -Pss+= 41.19lb Proposed Fiber]unction: Width, wf:= 16.5•in Length, If:= 15.5-in E Depth, tf',=„6 5-in ,. Weight, Wf: 25•lb° } Weight of ice: . z Wfj_ice Wj+ (2-tice)]-[tfj+ (2-tice)]•[Ifj+ (2•ticef f.—Wfj'tfj•Ifjj''Yice ._ r Wf_ice = 25.46lb Wind force on fiber box, 4. Pf:= ��wf;lf�)•WL ` , Pf= 91.16Ib, '. Weight of brackets, pipe, mounts, Wmisc:=.1501b ` . m y • l Client: SAI.Communcation Advanced Engineering Group Sheet: 3 Site No.: MA1285 500 North Broadway Date; 1/4/2013 Scope: Antenna Mount Analysis, 345 East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Analysis: Fig. 1 (from Dewberry drawings) MMM OV-r) trrv:10 wm»sm uoi.nMo me tro.wu►) ho _ . . r mnm+m Ana two � MOM" tail N= -; M - Y WS lR010"Sm ,.. (M RATE) Total length of pipe; LPiPe = 6.ft Wind force on. pipe,, Ppipe.= (E—L 7 Lpipe•(2.375•in) 1.4 ) Pope=`30.47 lb Total wind from RRU/surge assembly, Pwind_rru (Prru•2) Pwind_rru 206.02lb k Total wind from antenna assembly, Pwind a Pant Pwind a 307.95lb Governs Client: SAI Communcation Advanced Engineering Group' Sheet: 4 Site No.: MA1285 500 North Broadway Date: 1/4/2013 Scope: Antenna Mount Analysis, 345 East Providence,RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Height of top rail, Htr:= 42•in Hmr:= 21.in Pant Antenna point load on pipe, Pant:= 2 Pant'=.1J53.98 lb . Check Pipe: Moment on pipe, M:= .350•ft•kip Allowable moment, Mallow = 1.245•ft•kip See attached.Enercalc output MomentCheck:= "OK" if Mallow''—M "NG" otherwise MomentCheck= "OK" Ia r Check Rail: Check Local Stress: , Moment on rail, M:_ .931 ft•kip Allowable moment, M _ 1'.341•ft•kip See attached Enercalc output Mo ent h ck "OK" if Mallow?M t "NG otherwise MomentCheck= "OK, Check Global Capacity of Rail: Approx. diameter of,handrail, ,.,,4)hr:=•18•ft Circumference of!handrail, LhrN= 'C41hr ` Lhr= 56.55 ft Total number of antennas, including others, mounted to handrail, Want (12 +9)=21 Total number of RRHs mounted to handrail, 'nrru:- 6 I Client: SAI Communcation Advanced Engineering Group. Sheet: 5 Site No.: MA1285 500 North Broadway Date: 1/4/2013 Scope:Antenna Mount Analysis, 345 .. - East Providence, RI 02914 Calculated by: MRC Old Stage Road, Centerville, MA Ph:401-354-2403 Total number of surge suppressors mounted to handrail, nss:= 3 (Prru'nrru)+ (Pss.nss) + Pant,nant Approximate wind load acting on top rail from ' Pwi:_ antennas, RRUs and surge, 12 PWi 3604.331b Number of existing railing braces (kickers), nbrace 12 Pwl Approx. load per brace, Pbrace nbrace Pbrace,=,300.36 lb O.K. by inspection Global capacity of handrail is� adequate Conclusion: Based on the results of the analysis, the existing antenna rail assembly on the dome of the. tank, and the proposed AT&T LTE mounts are structurally sound, as designed and depicted on plans by this office entitled "MA1285, AWE-Centerville MA", Rev 0.1, 11/6/12". The analysis was conducted in accordance with the Massachusetts State Building Code, 8th Edition, and ASCE 7-05. i References: 1. American Society of Civil Engineers (1998), Minimum Design Loads for Buildings and Other Structures (7-0'5), American Society of Civil Engineers, New York, NY, 2. Massachusetts State Building Code, 8th Edition 3. Original design plans, Centerville Water Tank, Dewberry-Goodkind, Inc., 8/4/10 '500 North Broadway Title: LTE Analysis Job# MA1285 East Providence,RI 02915 Engineer: MRC (401)354-2403 ' Project Desc.: Analysis of Water Tank Antenna Rail 9FADVANCED ENGINEERING GROUP, P.C. Steel Beam ENERCALC,INC.1983-2012,Build:6.12.8.7,Ver:6.12.8.7 Description: Mount Pipe CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Stress Design - , Fy:Steel Yield' 35.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination IBC 2009 W(0.175) W(0.175) Span 1.750 ft Span=1.750 ft Span=2.50 ft Pipe2 Std Pipe2 Std Pipe2 Std i Applied Loads Service loads entered.Load Factors will be applied for calculations. Load(s)for Span Number 1 Point Load: W=0.1750 k @ 0.50 ft,(Antenna) Load(s)for Span Number 3 Point Load W=0.1750 k @ 2.0 ft,(Antenna) DESIGN SUMMARY _ Maximum Bending Stress Ratio 0.281: 1 : Maximum Shear Stress Ratio= 0.038 1 Section used for this span Pipe2 Std Section used for this span Pipe2 Std Mu:Applied 0.350 k-ft Vu:Applied 0.2385 k Mn/Omega:Allowable 1.245 k-ft Vn/Omega:Allowable 6.287 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 1:750ft Location of maximum on span, 1.750 ft Span#where maximum occurs Span#2 Span#where maximum occurs Span#,1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in. Ratio 0<360 Max Upward L+Lr+S Deflection 0.000 in Ratio 0<360 Max Downward Total Deflection 0.104 in Ratio= 575 Max Upward Total Deflection =0:005 in Ratio= 3827 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios f Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax= Ma-Max Mnx Mnx/Omega Cb Rm Va Max . Vnx Vnx/Omega +D+W+H Dsgn.L= 1.75 ft 1 0.066 0.038 0.08 0.08 2.08 1.25 1.08 1.00 0.24 10.50 6.29 Dsgn.L= 1.75 ft 2 0.281 0.038 0.07 -0.35 0.35 2.08 1.25 1.89 1.00 0.24 10.50 6.29 Dsgn.L= 2.50 ft 3 0.281 0.028 -0.35 0.35 2.08 1.25 1.00 1.00 0.18 10.50 6.29 +D+0.750Lr+0.750L+0.750W+H Dsgn.L= 1.75 ft . 1 0.049 0.028 0.06 0.06 2.08 1.25 1.08 1.00 0.18 10.50 6.29 Dsgn.L= 1.75 ft 2 0.211 0.028 0.05 -0.26 0.26 2.08 1.25 ' 1.89 1.00 0.18 10.50 6.29 Dsgn.L= 2.50 ft 3 0.211 0.021 0.26 0.26 2.08 1.25- . 1.00 1.00 0.13 10.50 6.29 +D+0.750L+0.750S+0.750W+H Dsgn.L= 1.75 ft >' 1 0.049 0.028 0.06 0.06 2.08 1.25 1.08 1.00 0.18 10.50 6.29 Dsgn.L= 1.75 ft 2 0.211 0.028 0.05 70.26 0.26 2.08 1.25 1.89 1.00 0.18 10.50 6.29 Dsgn.L= 2.50 ft 3 0.211 0.021 . -0.26 0.26 2.08 1.25. 1.00 1.00 0.13 10.50 6.29 +0.60D+W+H Dsgn.L= 1.75 ft 1 0.066 0.038 0.08 0.08 2.08 ' 1.25 1.08 1.00 ' 0.24 10.50 6.29 Dsgn.L= 1.75 ft 2 0.281 0.038 0.07 -0.35 0.35 2.08 1.25 1.89 1.00. 0.24 10.50 6.29 Dsgn.L= 2.50 ft 3 0.281 0.028 -0.35 0.35 2.08 1.25 1.00 1.00 0.18 10.50 6.29 t. Overall Maximum Deflections-Unfactored LoadsY Load Combination I' Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span, W Only 1 0.0027 0.886 0.0000 0.000 2 0.0000 0.886 W Only -0.0055 1.063 W Only' 3 0.1043 2.500 0.0000 1.063 r 500 North Broadway - Title: LTE Analysis Job# MA1285 East Providence,RI 02915 Engineer: IVIRG (401)354-2403 Project Desa Anal: ' ysis bf Water Tank Antenna Rail ADVANCED ENGINEERING GROUP, P.C. ` Steel Beam ENERCALC,INC.1983.2012,Build:6.12.8.7,Ver:6.12.8.7 Description: Mount Pipe Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Span Max.Upward Defl Location in Span W Only 3 0.1043 2.500 2 -0.0055 1.063 Vertical Reactions-Unfactored d ? Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 0.164 -0.227 0.414 W Only 0.164 -0.227 0.414 SteeLSection Properties Pipet Std Depth = 2.375 in I xx 0.63 inA4 J 1 1.250 inA4 S xx 0.53 inA3 Diameter = 2.375 in R xx - 0.791 in Wall Thick _ 0:154 in zx 0.713 inA3 Area = 1.000 inA2 1yy = 0.627 inA4 ` Weight = 3.400 plf S yy = 0.528 inA3. R yy = 0.791 in Ycg = 1.188 in on BEAM- .. -0.03 ,Y,•. -0.14 _ g -0.25 -0.36 - 0.60. 1.24 1.75 - 2.35 2.99 .350. 4.10 433 537 6,00- . - Distance(ft) •4D+W+M■+0+D.750L•+D.7SDL+0.7S0W+M■'+D+D.7SDL+D:7505+0.7SDW+M■+D.6DD+W+M 0.18 0.07 BEAM-. -0.14 -0.24 0.60 1.24 1.75, - 235 2.99 350 4.10 433 537 - "0 Distance(ft) .. ■+D+W♦M N+D+D'.7SDL.+0.7SDL+1).75DW+M 0+D+0.7SDL+0.7S65+0.75DW+M■+D.6DD+W+M 0M BEAM-» -0.02 _ 70-05 051 1.04 157 1.99 253 3.% 3.46 3.97 4A8,- 4.99 -i5.49 r. 6,00 Dunce(ft) s: . - 4< 500 North Broadway Title: LTE Analysis Job# MA1285 East Providence,RI 02915 Engineer: MRC (401)354-2403 Project Desc.: Analysis of Water Tank Antenna Rail ADVANCED ENGINEERING GROUP, P.C. ' Steel Beam EN I ERCALC,INC.1983-2012,Build:6.12.8.7,Ver:6.12.8.7 Description: Top Rail CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007,ASCE 7-05 - Load Combination Set: IBC 2009 Material Properties I Analysis Method: Allowable Stress Design Fy:Steel Yield: 46.0 ksi Beam Bracing: Completely Unbraced ; E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending. Load Combination IBC 2009 W(0.414) W(0.414) W(0.414) : r w • Span=5.Oft HSS2x2x1/8 _ A lied LOadS r Service loads entered.Load Factors will be a '. _PP.. applied for calculations. Load(s)for Span Number 1 Point Load: W=0.4140 k @ 1.0 ft Point Load: W=0.4140 k @ 4.0 ft Point Load: W=0.4140 k @ 2.5.0 ft ,. r • DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.695: 1 Maximum Shear Stress Ratio 0.098 : 1 Section used for this span HSS2x2xl/8,r Section.used for this span HSS2x2x1/8 .Mu:Applied 0.931 k-ft Vu:Applied` 0.6210 k Mn/Omega:Allowable F 1.341 k-ft Vn/Omega:Allowable i 6.334 k Load Combination +D+W+H Load Combination +p+W+H Location of maximum on span 2.500ft Location of maximum on span 0.000 It Span#where maximum occurs ' Span#1 Span#where maximum occurs Span#1 Maximum Deflection , Max Downward L+Lr-S Deflection. 0.000 in Ratio= 0<360 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.285 in Ratio= 211 . Max Upward Total Deflection 0.000 in Ratio= ;0<180 Maximum Forces&Stresses for Load Gombinations, r Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V' Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm .Va Max Vnx Vnx/Omega +D+W+H Dsgn.L= 5.00 ft 1 0.695 O098 0.93 0.93 2.24 1.34 1.15 1,00, 0.62 10.58'. 6.33 +D+0.750Lr+0.750L+0.750W+H Dsgn.L= 5.00 ft 1 0.521 .0.074 0.70 0.70 2.24 1:34 1.15 1.00 0.47 10.58 6.33 +D+0.750L+0.750S+0.750W+H Dsgn.L= 5.00 ft 1 0.521" 0.074 0.70 0.70" 2.24 1.34 1.15'1.00 + 0.47 10.58 6.33 +0.60D+W+H TM Dsgn.L= 5.00 ft 1 0.695 0.098 0.93 0.93 '2.24 1.34 1.15 1.00 j 0.62 10.58 6.33 Overall Maximum Deflections Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl location in Span 2.500 0.0000 0.000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Span} Max.Upward Defl . Location in Span f; s W Only 1 .: 0.2846 2.500 HOW 0.000 L-Vertical Reactions Unfactored_ Support notation;Far left is#1 t Values in KIPS Load CombinationSupport 1 Support 2 Overall MAXimum 0.621 0.621 f r W Only 0.621, 0.621 r 500 North Broadway Title: LTE Analysis Job# MA1285 East Providence,RI-02915 Engineer: MRC (401)354-2403 Project Desc.: Analysis 11 of Water Tank Antenna Rail ADVANCED - ENGINEERING GROUP, P.C. Steel Beam ENERCALC,INC.1983-2012,Build:6.12.8.7,Veri6.12.8.7 Description: Top Rail Steel Section Properties : HSS2x2x118 Depth = 2.000 in I xx 0.49 inA4 J = r 0.796 inA4 S xx 0.49 inA3 Width = 2.000 in R xx , _ - 0.761 in . Wall Thick = 0.116 in Zx - 0.584 inA3 Area = 0.840 in^2 I yy = 0.486 inA4 C _ . 0.000 inA3 Weight = 3.045 plf S yy = 0.486 inA3 R yy - 0.761 in Ycg = 1.000 in 0.94 0.47 024 - BEAK OAS - 0.38 1.48 1.98 2.48 2.90 3A8 3.98- 4.40 4.90 Distance(ft) ■+D+W+H■+D+0.75DLD.7SDL+D.7SOW+H 0+0+0.7SDL+D.7SD5+0.7S6W+a■+D.6DD+W+H - 0.6 r 0.3 X. BEAM--» -0.3 F -0.6 0.48 6.98 1.48- 1.98 2.49 2.98 3.48 3.98 - 4Ae 4.98 ' - Distance(ft) - •+D+W+H■.+D+D.7S0L.+0.7S0L+0.7SDwtH■+D+O.7SOL+D.75DS+D.7S0W+H■+6.60D+W+a BEAM- - -0.07 .. .. -022 -0.29 . . 0.48 0.90 1A8 _ 1.98 2.48 - 2.98 3.40 3.98 4.48 4.98 Distance(ft) . s> 0 wo.y I PROJECT NAME: r ADDRESS: PERMIT# PERMIT DATE: l ' Gt ` l \ M/P: tl1 a - a1 LARGE ROLLED PLANS ARE IN: BOX 1, SLOT C Data entered in MAPS program on: q a-A �L'3 BY: q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 10 Parcel. 10-7 Application # ( � ( Health Division 1 h Date Issued _ 1 Conservation Division�� _ Application Fee W Planning Dept. �2' �G�. p � . Permit Fee i�_. Date Definitive Plan Approved by Planning Board ` f9.1` rac, �� Historic - OKH _ Preservation/Hyannis `01 Project Street Address 3H5 Olat�_�o..r Village MlcwOIC Owner Comm n't Address Jer /"s'lT Telephone l l D?.43 7- Permit Request Pts Is urn V11 e.T 06, C4✓�pw.�,.'t CalInITS 1'� NL�J nr1Gs. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 00 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑ Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing _new Number of Bedrooms: existing _new ;4 Total Room Count (not including baths): existing new First Floor Room Count_ Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ` Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑ No �� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑4ew-,Size_ Attached garage: ❑ existing ❑ new size ._Shed: ❑ existing ❑ new size _ Other: � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION S�c6_21 cr _ L 3 (BUILDER OR HOMEOWNER) C''`I`� ` t-P pp J Name AJr&J1 QA Telephone Number '611'1Zq 41'5© Address �t15 at;4ri,�'''5finrt' 41 License#_ Z3bN MA n24 S 3 Home Improvement Contractor# _ Worker's Compensation # l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO PXburuv /4A na 5 SIGNATURE C. DATE 0 2S �! c FOR OFFICIAL USE ONLY F APPLICATION# f DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE x f OWNER a R DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION } �# FIREPLACE i fc ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a� GAS: ROUGH FINAL FINAL BUILDING E; 7 ' DATE CLOSED OUT k ASSOCIATION PLAN NO. .The C;ommono weatfth of Massachusetts Depart ent"of"dndustrUd Accidents Office of f"es agations 600 Washingp ,street . oston4 MA 0211.1 �^ www.m&s; gov1dda Workers? Compensation Insurance Affidavit: dui➢ders/Gong-ac ors/El''ect6eialis/plum ers Applicant Inbrmation Please Print Legibly Name (Business/organization/Individual): 1000V^t "0. thf_ Address: 16 Ct-o!6,k City/State/Zip: �roX`0 1.. J'� of on S Phone#:w __ �_6• 7,7ct137 . Are.you an cinployer?Cheek the apptoprlate box: `hype of project(required): 1. I am a to er with. G_. -- 4. ❑ i.errs a genezal con , cior and I �p y f. ❑ New construction employees.(full and/or Remodelin part-time):* have hired the sub-contractors 2 I am a sole proprietor ox parnner� • lasted on the attached slicer,.;$ 7,'� - .(� ship and have no ernployces hese:sub-.contractors have„ S. Demolition working for me in any capacity. workers' comp.M' surance. 9< ❑ Building addition [No workers' comp..itasuzaace 5; ❑"We are a:corporation and its . required.] officers lhave,exercised#heir' 100 Electracalteparrs csx.additrons. _111 I am,a homeowner doing all work ngtnt of exemption per:MGL I I E] Plumbinig repairs;or addntnons myself,:[No workers'cor mp. c..1.52;§1(4),and we have no 12.❑Roof repairs- insurance require& t employees:[No woAds' . comp.insurance.required:] 1'3-® Ot1ieY. Any applicant that:checka tiox#l:must also fill out the section below showing their,woi$ce cgrr ensation policy infomtation: t Homeownen who submit this affidavit indicating they;are doing all work and tbeh hire ouWde contzactors-must submit anew affidavit i dicxRa .-such tcontractors that check this;box must attached an additional sheet sbowmg the name of the sob-contractors and their workers'wino.policy infomlation. I as tare employer that s,prov ding seer rkers"co' ra ne'r far My eiraoVoyees. _ e�® rs tlae p�ls� ;yob site inforaraa`io►a. rr Insurance Co any Name ZkSve&^as tyt►Nt� sT' 0�►�o Policy of Self-uis.I,ic,#:.. �` E iradon..;Date 11 L� Job.Site:Address: _ 145 0l t�0 �`-"e- CttyfStat�Zip:.:. b u n Attach a copy of the workeW corrnpeansatf on:policy declaration:page:(showiing.t)he po�iey tiennaabe$. d expitatio n date): Failure to secure coverage as regtnired under Section 2:5A 1VI MG!,c. 152:can lead to the iripositiom of criminal peraalties;of a fine up to$1,500.00=and/6r one-year imprisornrnent„as well as civil penalties in the:fornn of:a STOP WORK ORDER and a fine of up to V50.06 a day against the vi laroor.:Be advised that a copy of ibis staterrnent may be forvararderl to the Office of . InVestigatioias of'the DIA for insurance coverage veriff catapu, iC efo hereby colw#under flee pate as �etagt s® aerp ry rlaat the srif®NsoAetiapvr provided iB qve ds t ee"d d.easr Si nature. lute. to 1 Phone Offic l use onlyA .moo not waste its this area;:to be.completed by ckr or:to-wn officiaL . i' eity'or`lCoa _ . . Permkt/I..icense# Issoin Authbraty(circle nape): I.B eard of Health. 2.Buil ling Pepaitni ant 3 City/Town Clerk 4.Electric2d Inspector 5.11unibing.1i1spector 6.other_ Cbntact Person: Phone#e__ OP ID:JP '4 CERTIFICATE OF °ATE MMIODnYYY, 0 LIABILITY INSURANCE E(MMID11 THIS CERTIFICATE IS ISSUED AS A MA1TER 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sk AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 Insurance Agencies of Ohio 614-848 3000E Joyce Pack 7100 N High St Ste 300 614-848-7698 PHONE Ext:614 S48 3000- Worthington,OH43085-2333 E�1AIL �,No:614-848-7698 Ralph L Guarasci ADOREss:jpack@insagenciesoh.com CUSTOMER,,,.RD° TOWER-1 INSURERS)AFFORDING COVERAGE NAIC# INSURED Tower Resource Management Inc INSURER A:Cincinnati Insurance CID 10677 979 South High St. A ammB:American International Group Columbus,OH 43206 INSURER C: . INSURER 0: INSURER 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. INSR I TYPE OF ORSURANCE POLL EFF POLICY EXP. LTR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CPP0817213 01101/11 01161112 PREMISES Ea occurrence) $ 500,00 CLAIMS-MADE OCCUR - MED E)(P(Any one person) $ 10,00 X Contractual PERSONAL&ADV fNXRY $ 1,000,00 X Broadened Gen Lia GENERAL.AGGREGATE - $ 2,000,E GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,0 POLICY X PRO-ZCT LOC - g AUrOMO&LELUIBILITY COMBINED SINGLE LIMIT $ 1,000,00 A X ANY AUTO CPP0817213 01/01111 01/01/12 (Ea accident) ALLOWNED AUTOS BODILY IN URY(Per person) $ BODILY IN,URY(Per accident) $ SCHEDULED AUTOS PROPERTYDAMAGE H82EDAUTOS (Perecciderd) $ NON-OWNED AUTOS $ $ UMBRELLA LlAB X OCCUR EACH OCCURRENCE $ 6,000,00 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,00 A PP0817213 01101I71 01/01/12 DEDUCTIBLE $ X RETENTION '$ NUT' - $ WORKERS COMPENSATION WC STATU- OTH- ANDEMPLOYERSLIABUtTY X TORY LIMITS ER A ANY PROPRIETORFARTNERIEXECUTIVE YIN H EMPL.LIAB CPP081721 Oi1011111 01101112 E.L.EACH ACCIDENT $ 1,000,00 0FRB CERryMdfNBER EXCLUDEDr El NIA C00342924 MA NH,NJ MD 03101/11 03/01112 (MandatoryIf yes. In H) - - E.L.DISEASE-EA EMPLOYEE $ 1,000,00 DESCRIPTION OF OPERATIONS[Glow E.L.DISEASE-POLICY LIMIT $. 1,000,00 A nstallation Float PP0817213 01/01111 01101112 Inst Fitr 300,0010 B rofess.Liatality 250754 12105110 1 12f05111 JE&O 2000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHCLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) - Certificate Holder is named as an Additional Insured as per form GA472- utomatic Additional Insured. CERTIFICATE HOLDER CANCELLATION SAMPL-3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE OFIRATION 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 AUTHORIZED REPRESENTATIVE Insurance Agencies of Ohio y — ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD �3t.�ai,d tit i3is'9tI tar��9 t�r��s<�n�i Stand ar�� Licens Cs. 82380 { -AN DREW B ROYI��:".`: 45 CHESTNUT WALTHAM MA 02453 w..,E ' �:zpir�airan: aa18J20a3 ry ..:- TRM September 21, 2011 Zoning Enforcement Officer Town of Barnstable 200 Main Street Barnstable, MA 02630 RE: Request for Permitting Approval @ 8 Sprint Site 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 BS13XC662 414 Main.St BS23XC753 10 Bourgeois Lane BS23XC756 217 Thornton Dr. BS59XCO02 320 Main Street BS73XCO29 345 Old Stage Road BS73XC115 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 Dater 9/22/11 TRM Inc. 16 Chestnut Street Suite 220 Foxborough, MA 02035 Nov 07 11 03:45p Comm Water Dept M 5084283508 p.1 E Town of Barnstable ,� Regulatory Services auwsrweLe'MAM • Thomas F.Geiler,Director 1639, o Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,IYfA 02601 www.town.barnstable.ma.ies Office: 5 08-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder 5-e, - 0-6 as Owner of the subject property hereby authorize A4rw 9.*21 �J LM to act on my behalf, in all matters relative to work authorized by this building permit. 34S Old Stage Road, Centerville, 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 and accepted. Signature IF Owner Signature of Appli t Cr`o G Q,f Print N eameam Print Name Date Q:FORMS:O\WNERPERN:[SS:OWC)C)LS 21 a Street Burlington,MA 01803 Ebl , C O N S U L T I N G. Tel: (781)273.2500 wwwebiccinsu[Ling.com Fax: (781)273.3311 Town of Barnstable November22;2011 Building Division Thomas Perry. 200 Main Street Hyannis, MA 02601 Re Construction Control-Affidavit Wireless.Telecommuni6tion,Modifications on Water Tank 345 Old Stage Road Centerville;MA 02632 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 signifyth'atthe plans, computations and specifications meetthe 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 verifythat-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 comp let' n oft -S it a letter as to the satisfactory completion and r .. dines.o o' W. V. ti� DMIMV Dariie Doherty, /ONAL E Subscribed and sworn to before me this j � day of IVJA 4oax, �ary Public My ommission Expires c� ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA I BALTIMORE,MD I BURLINGTON,MA I CHICAGO,IL DALIAS,TX 1_DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,0 __ SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA f - r, 21 B Street B IBurlington,MA 01803 CUVsuI_ 'rinc ' Tel: (781)273.2500 www.ebiconsulring.com Fax (781)273.331 1 Town of Barnstable November 22, 2011 Building Division Thomas Perry .,. 200 Main Street s Hyannis, MA 02601 r co Re: Construction Control Affidavit _ Wireless Telecommunication Modifications on Water Tank 345 Old Stage Road Centerville, MA 02632 cr $tee 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. Upon com let' n of the work I shall submit a letter as to the satisfactorycompletion and p r dines a p oject. a� Danie V. Doherty, Subscribed and sworn to before me this Y da of /1/v✓��'��'�� w �y 0 N ary Public My Commission Expires 'a C ENVIROBUSINESS,INC.LOCATIONS I ATLANTA,GA I BALTIMORE,MD I BURLINGTON,MA I CHICAGO,IL N DALLAS.TX I DENVER,CO I HOUSTON,TX I LOS ANGELES,CA I NEW YORK,NY I PHOENIX,AZ I PORTLAND,O SAN FRANCISCO,CA I SEATTLE WA I YORK,PA TOWN OF BARNSTABLE BUILDING P RMIT APPLICATION Map l0 Parcel Application # uut Health Division Date Issued ro - Conservation Division Appf ication Fee- d Planning Dept. Permit Fee' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 3 y6- o id Elk Village h!,rvI e �ev1�2�J•l12 Ile Owner r�re '�i :Si-�'�c�rT w.�.Ft•(i�o�. Address ,0 6e (0�� 1138 Me_X*yA_ 0�Ile Telephone 0 —Gf 36 G& Permit Request t,-1 a came P x as -.�•QR� c ��feless ke lecn- , ka.�I Agb�e, 44*_ o I A- w one Erg1ocu.A_& et uV Y,e jegA 4� 11 eAm W EJ S Ise I -I-P T n eG,/ the_ r►.&A -t-r,. . Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ; N o "-' o d Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ c � Commercial ❑Yes ., :❑ No If yes, site plan review# Current Use Proposed Use - - APPLICANT INFORMATION c� a w (BUILDER OR HOMEOWNER) �"' r s m Name (�,h -1',r+-04 ✓ � • �Vl 1a-che. Telephone Number Address License # C 12 1t , PAh OZ 3 q 7 Home Improvement Contractor# Worker's Compensation # W c5•�9 l -y'{"1$�0 -o l o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE * m i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO, t ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: i FOUNDATION.y!. ". FRAME INSULATION' i FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH =' FINAL • }GAS: - .CIP`• ROUGH -kA`.-. f ' 'FINAL :-; 'FI:NAL BUILDING"'' . 1.5,11� t :. DATE CLOSED OUT r _ , ASSOCIATION PLAN NO. rA t PrtrtsFor n= �\ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 ww w:mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): INDUSTRIAL COMMUNICATIONS LLC Address: 40 LONE ST. City/State/Zip: MARSx>•IELD, MA 02050 Phone#: . 781-319-1.111 Are you an employer?Check the appropriate box: Type of project(required): 1.® I ant a employer with 4. ❑ I am.a general contractor and I employees(full and/or part-time). have hired the sub-contractors ti. ®New construction ' 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet, 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working forme in any capacity. employees and have workers' [No workers'comp.;insurance comp.insurance,* 9. ❑Building addition required.] 5. d We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I Ln Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no ' employees. [No workers' 13,® Other comp.insurance required.] "Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy infomration. °Homeowners who submit this affidavit indicating they are 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 state whether or not those entities have employees. If the.sub-contractors have employees,they must provide their workers comp.policy number. I am an errrployer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: WAUSAU Policy#or Self-ins.Lic.#: WCJ�-Z91-447830=010 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.06 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerl�n!��,Paiqsand pepahies of perjury that the information provided above is true and correct Signature: Date: 1-28-10 Phone#: 781-319-1014 t Official use only. Do not write in this area,to be completed by city or town ofciat. City or Town: Permit/License - Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f ,a►co CERTIFICATE OF LIABILITY INSURANCEF8/12/2010 D /DD/YYYY) �• THIS 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 NAME: The Driscoll Agency, Inc. PHONE - FAX 93 Longwater Circle Alc No Ext: - - AIC No: - - P.O. Box 9120 aDOREss: ibd@driscollagency.com Norwell MA 02061 PRODUCER CUSTOMER ID#:2 06 6 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:United States Fire Ins.. Co. Industrial Communications & Electronics, Inc. INSURERB:North River Insurance Company Industrial Tower & Wireless, LLC Industrial Communications, LLC; 40 Lone Street INsuRERc:Wausau Insurance Companies Marshfield MA 02050-2102 INSURER D:Travelers Indemnity Co. of IL INSURER E: - • INSURER F COVERAGES CERTIFICATE NUMBER:624714240 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. INSR TYPE OF INSURANCE ADDLISUBRI POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY A GENERAL LIABILITY 543-714499-8 - 1/1/2010 1/1/2011 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY - PREMISES Ea occurrence $50,000 CLAIMS-MADE a OCCUR - - MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO-JECT LOC 1 1 $ - A AUTOMOBILE LIABILITY 133-728871-5 1/1/2010 1/1/2011 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) ANY AUTO - • - BODILY INJURY(Per person) S ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS - - - PROPERTY DAMAGE $ X HIRED AUTOS , (Per accident) X NON-OWNEDAUTOS $ $ B X UMBRELLA LIAB X OCCUR 553-092989-4 1/1/2010 1/1/2011 EACH OCCURRENCE $10,000,000 EXCESS LIAR - CLAIMS-MADE - AGGREGATE $20,000,000 DEDUCTIBLE - - $ RETENTION $ t $ C WORKERS COMPENSATION WCJ-Z91-4478.30-010 1/1/2010 1/1/2011 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY V I N TORY LIMITS ER ANY PROPRIETORIPARTNERH:XECUTIVE❑ E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $500,000 7operty 660-221D1260-TIL-10 1/l/2010 1/1/2011 Building $2,828,575 Personal Property $1,393,350 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Notice of cancellation provision is 30 days, except 10 days applies for non-payment of premium. Job location: 345 Old Stage Road, Centerville, MA. CERTIFICATE HOLDER J CANCELLATION 30 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ` Town of Barnstable 200 Main Street " Hyannis MA 02601 - AUTHORIZED REPRESENTATIVE - ©1988-2009 ACORD CORPORATION. All rights reserved. . ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD t THE COMMONWEALTH OF MASSACHUSETTS A� �V EXECUTIVE OFFICE.OF TRANSPORTATION MASSACHUSETTS AERONAUTICS COMMISSION JAMEs A. ALOISI JR. DEVAL L. PATRICK - - SECRETARY AND CHAIR GOVERNOR - - CHRISTOPHER J. WILLENBORG TIMOTHY P. MURRAY EXECUTIVE DIRECTOR LIEUTENANT GOVERNOR - - February 13, 2009 Kristen Berger, P.E. AECOM (Earth Tech) 300 Baker Ave., Suite 290 Concord, MA 01742 RE: MAC File No 09-2131-W0170-02,Water Tank (MM Water Dept), Osterville Dear Ms. Berger: En-cC6sed-i a-copy-of-the-final-determination-by the-N4asr,aehusett-s'-Aer-onautics -- Commission (MAC) on your Request for Airspace Review of the above referenced proposal. The MAC's assistance is offered pursuant to the aviation law requirements of the Commonwealth. Please note that although the proposal is not subject to further action required by MAC laws or regulations, this office may offer additional comments after considering FAA's determination of its impact to a public use,airport or NAVAID facility through the aeronautical study process. This project does not violate MAC laws or regulations. If you have any questions, please feel free to contact me at 617-973-8891, or email me at ac.state.ma.us Sincerely,, RECEIVED Joanne M, Ruddy' FEB 16 2009 Airport Engineer Enclosed: Airspace Review Form EARTH TECH . -- The Commonwealth of Massachusetts For Office Use Only �virspace Anal AERONAUTICS COMMISSION ill DComments Received REQUEST FOR AIRSPACE REVIEW E]AirportlQ Updated MAC File No 09-2B1-W0170-02 FAA File No: (For reference only) Notice is required by 780 CMR(Code of Massachusetts Regulations)111.7,Hazzards to air navigation.Parsuant to Massachusetts Genral Law(MGL)Chapter 90,Section 35B,the Massachusetts Aeronautics Commission(MAC)agrees to perform an AIRSPACE ANALYSIS and render a determination for the project listed below. IMPORTANT:All shaded areas must be completed. Sponsor(include name address, telephone number): Sponsor Representative(same data if applicable): Last Name Suffix First Nama Last Name suffix First Name Crocker Su art Crai Berger P.E. Kristen Con,p,y Telephone compery _ Telephone Centerville-Osterville-Marsto 508 428-6691 AECOM Earth Tech 978 371-4099 qdda IGty Stele Zqr Code Address Cily State ZiP Coda 1138 Main Street Osterville M 02655 300 Baker Ave.,Suite 290 Concord M 01742- Emall Email Project Description(please type or print clearly)' Location,Height, Elevation Data: Water Tank(MM Water Dept) _ Nearest City,State: I Osterville The Centerville-Osterville-Marstons Mills Water Department is Degrees Minutes Seconds planning to construct a new 1.5 million gallon elevated water Latitude 410 39' storage tank. The new tank will be located approximately 50 feet Longitude 70° 1 21' 09.2" to the south of the existnig tank(refer to the attached site Datum drawing). The roof of the new tank will be at the same elevation ❑� nwD ss NAD 27 as the existing tank..Following constructino of the new tank,the Site elevation above MSL ft): 60 msl existing 0.25 million gallon tank will be demolished. The three Maximum height above ground(ft): 170 agl Maximum elevation above MSL(ft): 230 msl E B S n i13Gtt" �+ 32 Tf7nsh mad(e 1aSG5�iaQb �F�shoaog C orjoli o)ect iS�Lwir Y.... ..r...... ui.&_t,'....ram....+.. .....n-.YC a,..... Nearest Public-Use Aviation Facility: Marstons Mills- Cape Cod Airport P_d.nL r tM,bell.ow,the name of person filing this request for review ISignature Date •s+k,s'+sn 3.x "r c '` { .'' r " i..,, �u r x y r,. .r 3a ,! 6i *"""*ie""•DO NOT WRITE BELOW THIS LINE-FOR MAC OFFICE USE ONLY MAC's AIRSPACE ANALYSIS concludes the following:, Closest Runway: 2.� Distance from RW end Ze'7uwA Offset from RW CL: 2,3wh'► Left EJ Right 0 Project violates MGL Ch.90,35B by f[, [Runway Horizontal Plane-3,000'x 2 Statute Miles,150'above RW] 0 Project violates MGL Ch.90,35B by ft, [Runway Horizontal Plane-3,000'x 3,000'@ 20:1 slope] Q Project violates 702 CMR,5.03(1)(a)by ft, [Runway Horizontal Plane I Land-500'x 10,000'@ 20:1 slope] [] Project violates 702 CMR,5.03(2)(a)by ft, [Runway Horizontal Plane/Water-50D'x 10,000'@ 20:1 slope] 'Project does not violate MAC Airspace Laws or Regs. MAC hereby issues the following DETERMINATION: Permit is required'pursuant to MGL Ch.90,3513,for: Runway Horizontal Plane 0 Runway Approach Plane Sponsor must submit a separate written request for a MAC Airspace Permit.Request should be addressed to MAC Chief Legal Counsel,Massachusetts Aeronautics Commission,10 Park Plaza,Room 3510,MA 02116-3966 Permit is not required pursuant to MGL Ch.90,35B 0 No violations of Laws or Regs. .Ch.90 violation=30'agi r MAC had the following additional concerns: 0 FAA Standards Noise. EJ Traffic Pattern Wildlife E VFR Route EJ Other This determination is based on the foregoing description of the proposed project including the location,height and elevation data provided bt the Sponsor.Any changes in the data provided to the MAC from that which is shown herein will render this determination null and void and will necessitate a new request for review. - I 2 gr of Airport E igineering,Massachusetts Aeronautics Commission Date Mac Farm E-10 Last revised December 2000 �1HF, Town of Barnstable Regulatory Services " swxrr i e . Thomas F.Geiler,Director , FO M;r��`� Building Division` F r ' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must f Complete and Sign This Section If Using A Builder 'as Owner of> � the,subject property, herebyauthorize 'M to act'on my behalf, in all mattes relative to work authorized by this building permit application for. (Address of fob) S afore o Owner IYate Print Name If Property Owner is applying for permit please.complete the Homeowners License Exemption.Form on the reverse side. . Q:FORMS:OWNERPERMISSION Town of Barnstable o� Regulatory Services aarwsTnsr E, ; Thomas F.Geiler,Director MASS9� Building Division AjEp�.Ia Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. 1 �,. `, DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed undei the:building permit. (Section 100.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of constriction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fon- /certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC .-...,...-...�„�.�.....,,..--.«"".«.. �-A.-,--......-.r*-..�.:�-.-.-.a...r_.,.a•.,-....-Iwo•,,,.,,,...,..r--w+.«:_..•.,.�.....,�w-.....-, ...'.�.... ._ ._,_._ _ 4-1 �t,rSs,lclu1set - 1"siuttttCrtT 9 Board of E3uildi R-ulatiiins arnd st:intlantls•, Constructio- pervisor License License: CS 521 Restricted to: 00 CHRISTOPHER H ELL 8 ALDEN RD , LAKEVILLE, MA 0234 _R Expiration: 12/5/2010 Tr#: 7895 06 �`g y j v �SFIErgy� Town of Barnstable Regulatory Services C BAMSTABLE. Mass Thomas F.Geiler,Director EC (►�� - - Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder I . i G1 I; 11,1,� as Owner of the subject property 1 hereby authorize. VM+N" 6"U-A If to act on my behalf, . in all matters relative to work authorized.by this building permit application for (Address of Job) tgna of er ate `"fOI C9 `.PpGke/ eoyl/1lvl Print Name z s If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side: Q:FORMS:OWNERPERMISSION Z . �aa�asK�,aaaacfu�a�02708-�618 . 9%mw/s / 7273200 'DREA C ga (W) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: Centerville Watertank Date:08/24/10 Project Location: 345 Old Stage Road,Centerville,MA 02632' Scope of Project: Relocation of a wireless,unmanned telecommunications facility from an existing eater tank to a new water tank on the same property. In accordance with SECTION 116.0-116.4.2 of the 7th edition of the Massachusetts State Building Code I,Bradford A.Mills,P.E. Mass.Registration Number 33966 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building-Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review,of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. I shall submit periodically,in a form acceptable to the buildin ress report together with pertinent comments. Upon completion of the work,I shall submit t final report as to the satisfactory completion and readiness of the project for occupancy. IBRADFORD A. u� Signature and Seal of registered professional: fls1fLLS N6 33966 ` /ST�R� bo. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION #' Map Parcel 6 Application # Health Division rq �� c Date Issued 2ZZ t a Conservation Division ' ` 6 =Application Fed fob Planning Dept. Permit Fee 0 4 h,o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis a , Project Street Address 6X=Z S Village Owner �� M ��r ��y Address Telephone Permit Request /n�- /' n G� ,- tee..- GV T Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �� (}® Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family''0 Two Family ❑ Multi-Family (# units) CAge of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new ember of Bedrooms: existing _new Total Room Count (not including baths): existing new- First Floor Room Count j Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _Proposed Use - --- --__ APPLICANT INFORMATION 1 _ ` CAI' T (BUILDER OR HOMEOWNER) Name OJ i C ® � 7 Telephone Number 0�) jg22 °' Address 7�� (� �a�'- License # � l�a� Tl /� aeA. �0�3� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEB E LT G FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DAT�41 CD FOR OFFICIAL USE ONLY ` APPLICATION# DATEISSUED g MAP/PARCEL N0. •s ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 7 ELECTRICAL: -ROUGH FINAL PLUMBING: ROUGH FINAL GAS:° :- -°- ROUGH tag FINAL. FINAL BUILDING ® �11 } DATE CLOSED OUT `pp ASSOCIATION PLAN NO. ` t y S _ The Commonwealih of Massachusetts t Pant«Forte Department of Industrial Accidents t Office of Investigations, 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavits Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Busines,-JOrganiaation/Individual) INDUSTRIAL COMMUNICATIONS LLG Address: 40 LONE ST. City/State/Zip: MARSHPIELD, MA 02050 Phone#: 781-319-11i1 Are you an employer?Check the appropriate box: Type of project(required): L M I am a employer with 4.. Q bans a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. U.New construction . 2.❑ 1 am a sole proprietor or partner. listed on the attached sheet, 7.. ❑Remodeling. ship and have no employees. 'These sub-contractors have 8. []Demolition workingfor me in an capacity. employees and have workers' y P tY 9: ❑Building addition ` [No workers'comp:insurance comp.insurance.+ re q aired. 5. [] We are a corporation and its 10.❑Electrical repairs or additions ] 3.❑ 1 am a homeowner doing all work officers have exercised their I1.[-].Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]+ c. 152,§1(4),and we have no employees.[No workers' .1.3.2'Other comp.insurance required.] "Any applicant that checks box#11 must also fill out the section below showing their workers'compensation policy infomiation. 'Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors`and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees, Below is.the policy and job site information. Insurance Company Name: - WAUSAII Policy#or Self-ins.Lic.#: .: WCJ--Z91-447830"010 Expiration Date... Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy,number and expiration date). Failure to secure coverage as required under Section 25A,of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of-. Investigations of the DIA for insurance coverage verification. I do hereby cerd nde air nd pe Hes of perjury that the information provided:above is true and correct E Signature-, Date: 1-28-10 Phone#:' 781-319-�1014 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 4.Electrical Inspector`5.Plumbing Inspector 6.Other - Contact Person Phone#: o='s= 1„ C=nal c06 0 lndnsmrial Communications LLC. 40 Lone Sdreo Marshfield,Massachusetu 02050 781-319-1 V 11 I Fax 781-8374WO September 7,2010 Barnstable Building Departanent 200 Main St. Hyannis, MA 02601 Re;Centerville water tank cell carrier relocation. To wbom it pray concerx Industrial Communications has been contracted by all three carriers to perform all work required to relocate them to the new water tank. Christopher Mitchell has been, employed by Industrial Communications LLC, as a project manager for the past 13 years,and has the authority to apply for building permits on the company's behalf. The workers comp affidavit previously submitted covers the scope of work being performed for all Sincerely, Michael J.Umano Executive Vice President Industrial Communications LLC 781-319-10005 THE Town of Barnstable Regulatory Services BMMTABv I e Thomas F. Geiler,Director ln Hwy" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1!7 Ij 0: , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signa e of er Date i C Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WN ERPERMIS S ION Town of Barnstable h Regulatory Services r rwslas Thomas F.Geiler,Director MASS 9�A i639� ,� Building Division TEO MA't� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which.there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town'of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic_feet or larger will be required to comply with the State Building Code Section 127.0.Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrn/certihcation for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC ' AGGRO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS-CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA.8/12/2010 TE HOLDER. THI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAG ` BELOW. .THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING F NSUR R(S),ORDED BY TAUTHORIZEDPOLICIES REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 ACT The Driscoll Agency, Inc. NAME: 93 Longwater Circle PHONE FAX P.O. BOX 9120 A/C No Ext E-MAIL Norwell MA 02061 ADDRESS: 'bd@driscolla enc .com PRODUCER CUSTOMER IDa:2066 - INSURED INSURERS)AFFORDING COVERAGE NAIC# Industrial Communications & Electronics, Inc. INSURERA:Uni.ted States Fire Ins. Co. Industrial To & Wireless, LLC INSURERB:North River Insurance Com an Industrial Communications, LLC; 40 Lone Street iNSURERC:Wausau Insurance Com anies Marshfield MA 02050-2102 INSURER D:Travelers Indernnit Co. of IL INSURER E: COVERAGES tNsuRER F: CERTIFICATE NUMBER:624714240 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDEABIO ON'IN UMBER: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 REIN IS SUBJECT HE THE POLICIES DESCRIBED TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY.HAVE BEEN REDUCED BED HE CLAIMS. INSR LTR TYPE OF INSURANCE POLICY EFF POLICY EXP A GENERAL LIABILITY POLICY NUMBER MM/DD/YYYY MM/DD/YYYY 54 3-714499-8 .LIMITS 1/1/2010 1/1j2011 X COMMERCIAL.GENERAL LIABILITY - EACH OCCURRENCE $1,000,000 .DAMAGE TO RENTED CLAIMS-MADE E OCCUR PREMISES Ea occurrence $50,000 .., - . MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- LOC - PRODUCTS-COMP/OP AGG $2,000,00o A AUTOMOBILE LIABILITY ' - - $ 133-728871-8 'ANY AUTO 1/1/201i) 1/1/2011 COMBINED SINGLE.LIMIT (Ea accident) $1;000,000 ALL OWNED AUTOS - BODILY INJURY(Per person) $ X SCHEDULED AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS PROPERTY DAMAGE X NON-OWNED AUTOS (Per accident) S B X UMBRELLA LIAB X - - _ $ OCCUR 553-092989-4 r 1/1/2010 1/1/201L EXCESS LABEACH.00CURRENCE $10,000,000 CLAIMS-MADE DEDUCTIBLE _ - AGGREGATE $20,000,000 RETENTION $ - - $ ' C WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY WCJ-Z91-447830-010 1/1/2010 1/1/2011 X WCSTATU OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE YIN TORY LIMITS E (Mandatory InNOFFICER/MEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $500,000 (Mandatory In NH) - - Dyes,describe under E.L.DISEASE-EA EMPLOYE $500,000 DESCRIPTION OF OPERATIONS below D Property E.L.DISEASE-POLICY LIMIT $500,000 660-221D1260-TLL-10 .1/i/2010 - 1/1/2011 Building $c ,. - Personal Pro 2,82.8,575 ert .. P y $1,393,350 Notice of cancellation provision is 30 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required)location: days, except 10 days applies for non-payment of premium.. Job 345 Old Stage Road, Centerville, MA. CERTIFICATE HOLDER CANCELLATION 3 0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED Town of Barnstable IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis MA 02601 AUTHORIZED REPRESENTATIVE' - - ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD.name and logo are registered marks of ACORD `q • � 00 m r — two r < m ,; o Z o CL - g �', C r. CD License to be used for Verizon.Centerville building permit only. Industri@l Corr�ications LLC. contractor. r ' D O q r _ ran r — I 6 r d QftP/�d �O1V e��aor�j e�oolfV'I.10�1 900dMe*W 90"&Ve e9paA+ �oa�o�K�adaae�i�sdef�fa�02708-�618 A6~, 6 ) 727-3200 °gaw(617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: Centerville Watertank Date:08/24/10 Project Location: 345 Old Stage Road,Centerville,MA 02632 Scope of Project: Relocation of a wireless,unmanned telecommunications facility from an existing eater tank to a new water tank on the same property. In accordance with SECTION 116.0-116.4.2 of the 7th edition of the Massachusetts State Building Code: I,Bradford A.Mills,P.E. Mass.Registration Number 33966 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) . for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. I shall submit periodically,in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall s uilding official a final report as to the satisfactory completion and readiness of the project for occu (H OF AAs 61 Signature and Seal of registered professiona 9WFORD A. GN fdUll in - l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map w Parcel' 1 y� ;Application # Health Division r 'Date Issued Z Z' Conservation Divisions Application Fe Planning Dept. �R�-2/�° Permit Fee 3 ' Date Definitive Plan Approved by Planning Board D � Historic - OKH _Preservation / Hyannis 1 3 REC'D 'J Project Street AddressOLJ Village 1 By PAM Owner DS Address 07r Telephone L42 O q Permit Request , P+ I .�\�t IrAm n Y\, V1E'UY- c�v�k . WIN�341A G00A\ 1) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 04,. Flood Plain Groundwater Overlay Project Valuation 70 00® Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes CKNo Basement Type: ❑ Full ❑ Crawl ❑Walkout JK Other0®1/-1Z_ Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 01- Half: existing new Number of Bedrooms: existing rnew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric aOther �yY`rL Central Air: ❑Yes Ao Fireplaces: Existing New "' Existing wood/coal stove: ❑Yes Flo Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ff qes ❑ No // If yes, site plan review# Current Use.(&& --=,Proposed Use- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r 7 NametTAL.,�, oowndh�/b!1` Telephone Number 6 ( ("7q9r"?-00 6 Address 'f La P,& License # VCA!�5k �t`2 0(W0 Home Improvement Contractor# Worker's Compensation # '' nn t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO tSkA _ ' SIGNATUR DATE ` tV ... sA w FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED MAP/PARCEL N0, ADDRESS VILLAGE OWNER i ; s • I DATE OF INSPECTION: l FOUNDATIOW I FRAME ,1 t INSULATION ` FIREPLACE ; i ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: h ROUGH FINAL FINAL B_UILDIN:G"_ � 1 II E DATE CLOSED OUT k. ASSOCIATION PLAN NO. 1 i t The Commonwealth ofMassachnefts Print Form Department of Industrial Accidents Office of Invadgations 600 Washington Street Boston,MA 02111 wH,w massgov/did Workers' Compensation Insurance Affidavit::-Builders/Contractors/Electricians/Plumbers Applicant Information. Please Print Legibly Nalne(Business/Organization/Individual): INDUSTRIAL C NS LLC Address: 4o LONE ST. City/State/Zip: MARSHFIELD, MA 02050 Phone#: 781-319-1111. Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with v 4• ❑ I`am a general contractor and.I employees(full and/or part-time). have hired the sub-contractors 6. Ed New construction 2.❑ I am.a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling shipand have no employees "These sub-contractors have g ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition [No workers'compAnsurance comp.insurance.+,. required.] 5. [] We are a corporation and its 1.0.❑Electrical repairs or additions 3.❑ I am a homeowner doing;all work officers have exercised their 1 LEI Plumbing repairs or additions .lf m se ' , right of exemption per MGL' Y �o workers comp. 12:❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.2 Other ' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. fi Homeowners who submit this affidavit indicaiing they are doing all work and then hire outside contractors must submit anew affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is Ike policy and job site information. Insurance Company Name: WAUSAU Policy#or Self-ins.Li6.4: WCJ--Z91-447830-016 Expiration Date: Job Site Address: City/State/Zip Attach a copy of the workers'compensation policy declaration page,(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine 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 of up to$250.00 a day against the violator. Be advised.that a copy of this statement may be forwarded to the Office of Investigations of the.DIA for insurance coverage verification. I do hereby certi�nde ain- nd pe shies of perjury that the informadon.provided above is true and correct oc Si ature: Date: 1-28-10 Phone'#: 781-319-1014 . Offlcial use only. Do not write in this area,to be completed by ch),or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5..Plumbing Inspector 6.Other Contact Person: Phone#: L U M L c O U - U) c: �- �l;,tw uhu,ett�-�t_p n triiutt tit•PuhU� S tf�t�: � Big u d ot'$uiltli Rt�ul�.ttton� , nd�5t tad t�tic �Constrtictr - upeKtsoi License: • License.,GS 5211� -Restricted to:.Y oo GHRISTOPHER H MI ELL 8 ALDEN RD4 LAKEVILLE, MA 023111- to Expiration: 12/5/2010 I ssi Tr#:,7895 C O E _ CL CD cQ G • C V X ' Z C ,L '�/C/J•� v L � i t to U c Ua _l IndusIna' Commu Industrial Communications LLC. 40'Lone Street Marshfield,Massachusetts 02050 781-3.19-1 11 1 /Fax 781-837-400,0 September 7,2010 Barnstable Building Department, 200 Main St. Hyannis, MA 02601 Re; Centerville water tank cell carrier relocation. To whom it may concern; Industrial Communications has.been contracted by all three carriers to perform all work required to relocate them to the new water tank. Christopher Mitchell has been,employed by Industrial Communications LLC. as a project manager for the past 13 years, and has the authority to apply for building permits on the company's behalf The workers comp affidavit previously submitted covers the scope of work being performed for all carriers. k , Sincerely, .Michael J. Umano Executive Vice President Industrial Communications LLC. 781-319-10005 z d � i e O '�M SVO V 6W 'Awx" mo wm'm07 �oa�o�i ��aaaa.��zuae��02�08-4678 �` w&(67 7) 727-3200 Aw(67 7) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: Centerville Watertank Date:09/08/10 Project Location: 345 Old Stage Road,Centerville,MA 02632 Scope of Project: Relocation of a wireless,unmanned telecommunications facility from an existing eater tank to a new water tank on the same property. In accordance with SECTION 116.0-116.4.2 of the 7th edition of the Massachusetts State Building Code I,Bradford A.Mills,P.E. Mass.Registration Number 33966 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed projects, Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in ' a manner consistent with the construction documents. I shall submit periodically,in a form acceptable to the building official, report together with pertinent comments. Upon completion of the work,I shall submit to the buil ' 0d1 eport as to the satisfactory completion and readiness of the project for occupancy. rya P s9c ti D BRADFOR Signature and Seal of registered professional: MILLS DFOR m v CIML No 33966 A�F ISTER��F . SSI N f�•/o "ACOPF& CERTIFICATE OF LIABILITY INSURANCE B,12�2010 f R.THHOLDE ISIFICATE IS ISSUED AS A MATTER OF IN MATION VELY AMEND, EXTEND OR ALTER IS �4� ONLY AND CONFERS NO RIGHTS COVERAGE AFFORDEDATE BY THE POLICHES CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA S NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED BELOW. THIS CERTIFICATE OF INSURANCE DOE REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IS IMPORTANT: If the certificate holdr is all l]10policies Amay INSURED, an endolrse(mentn A s at m nt onust be endoi this his certifRicOate doGJNIIes not,conferDrights Jto the the ' s ofpolicy, the terms and condition certificate holder in lieu of such endorsement(s). P NAME: FAX PRODUCER - PHONE AIC No): - The Driscoll Agency, Inc. Arc No Ext: - - 93 Longwater Circle E-MAIL ADDRESS: jbd@driscollagency.com P,O. BOX 9120 PRODUCER Norwell MA 02061 cUSTOMERIDa:2066 INSURER(S)AFFORDING COVERAGE NAIL Q INSURER A:United States Fire Ins. Co. INSURED Industrial Communications & Electronics, Inc. INSURERB:NOrth River Insurance company Industrial Tower & Wireless, LLC INSURERC:Wausau Insurance Com ani'es Industrial Communications, LLC; 40 Lone Street INSURER D:Travelers Indemnity Co. of IL i Marshfield MA 02050-2102 INSURER E iINSURER F REVISION NUMBER: COVERAGES CERTIFICATE NUMBER:624714240 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY THIS IS TO CERTIFY THAT THE POLICIES PE PERIOD IINDSIC TED)NOT WITHMAY T NDIIUED OR MNG ANY INT,TERM OURANOCEDIA OORDEDNBY TOHE POLICIES DESCR BOED HERE NVISTSUBJECTCT TO TWHICH O ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLICY EXP LIMITS ILTR POLICY NUMBER MM/DDIYYYY MMIDDIYYYY TYPE OF INSURANCE 1/1/2010 1/l/2011 1,000,000 543-714499-8 EACH OCCURRENCE $ A GENERAL LIABILITY DAMAGE TO RENTED $50,000 -- PREMISES Ea occurrence X COMMERCIAL GENERAL LIABILITY MED EXP(Any one person) $5,000 CLAIMS-MADE [K]OCCUR PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS-COMPIOPAGG. $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: $ X POLICY PRO- ,LOC • ' 133-728fl71-5 1/ //201071/1/2011COMBINED SINGLE LIMIT $1,000,000 A AUTOMOBILE LIABILITY (Ea accident) BODILY INJURY(Per person) $ ANY AUTO - BODILY INJURY(Per accident) $ ALL OWNED AUTOS I I PROPERTY DAMAGE $ X SCHEDULED AUTOS (Per accident) I X HIRED AUTOS S X NON-OWNED AUTOS $ $10,000,000 B X UMBRELLA LIAB X OCCUR 553-092989-4 1/1/2010 1/1/2011 EACH OCCURRENCE $20,000,000 AGGREGATE EXCESS LIAB CLAIMS.-MADE - $ DEDUCTIBLE $ RETENTION $ WC STATU• _ER AND WCJ-Z91-447830-010 1/1/2010 1/1/2011 X TORYLIMITS ER C E.L.EACH ACCIDENT. $500,000 AND EMPLOYERS'LIABILITY. YIN N _ - ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ N/A E.L.DISEASE-EA EMPLOYEE $500,000 - (Mandatory In NH) - If yes,describe under E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTIONOFOPERATIONSbelow 1/1/2010 i/l/2011 Building $2,828,575 660-221D1260-TIL-1-0.D Property personal Property $1,393,350 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Notice of cancellation provision is 30 days, except 10 days applies for non-payment of premium. Job location: 345 Old Stage Road, Centerville, MA. CANCELLATION 30 CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EXPIRATION Y PROVIS ONS.NOTICE WILL BE DELIVEREDERED N ACCORDANCE W TH THE POLIC Town of Barnstable" r ` 2W Main Street Hyannis MA 02601 AUTHORIZED REPRESENTATIVE ( f� T ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD 1 " I at&t at&t Moblift Sprint_ V6'I"I 01"1 vinr�eless Mobility Together with�NEXTEL s Sprint' 400 FRIBERG PARKWAY ___. WkSIBOROUGH.MA 01581-3956 I_Together WlthRIB)(TEL 55000CHTNATE ROAD 40 HARTWELL AVENUE - .SUMS 13&14 - - LE7ONGTON,MA 02421 FRAMINGINM,MA 01701 _ JOB N:1285 JOB M:W �1-09 CENTERVILLE - SS73XCO29 WATER TANK . - CONSTRUCTION DRAWINGS CENTERVILLE WATER TANK D os/o0o FOR COMMENT B 07 29 10.FOR COMMENT A 07 01 10 FOR COMMENT 345 OLD STAGE ROAD , ® Dewberry CENTE`RVILLE, MA 02632 ESN D didnd `•- Z� FAX.II DESCRIPTION NO 38tlti v' 'p�C 348 OLD STAGE ROAD N0. 10DEWBERRY m S N CENTDOWlE,MA01032 T-1 71Rfi SHEET •q` 'S,�T$T ��_, la'• 'WY so".MA=10 'U 1 OE7(10MLLE WATER TANK S O-R DDDOE S/DNA N PHONE/(a1»ase-0WD - E C C-1 SRE PLAN r S \ iAK I(aln asa-3310 o-z ANTENNA RAN a TANK s611DN ? \ CONTACT:.BEIlWON REVETIE PROPERTY OWNER C-3 RNLRR7 MOUNT ISOMETRIC&DUALS UWUfX�x¢n COO CC-{-S PccUTRENCHING RENC AL INGYDD�O DUALS '� �� ,.�...• Brea CENIERALLE.MA D=02 fi is 1 -jr ��I SUrrCS" 1ROA'° PHONE I Cwe>428•6e91 PROJECT DIRECTORY A-/ AT&T GENERAL.NOTES Aw a Nr: \ I OWNSNONN1.MA 01701 11 A-2 AT&TOEMOLD SRfi PINT { ! CONOiT:DRUG CROCKER .+ SITE CAUTION.`:, PHONE/(T74)769-1471 A-3 AT&T CONSiRUC1KIN DUALSIE XNED B7: BaR \z 315 DU SIWBS WI THE SITE WILL CON56T Of REMOMMO ALL COAL ANTENNAS A-4 AT&T ANTE"60J1.AND ANIENSN DUALS V C_eltalAl MA 02632 COMACT.TOBY SIAOLE AND HANAVARE HIDII ME OLD WATER TANK,TENOHNG NEW A-8 AT&T ELECTRICAL RUSER DNGWI CE¢OOD W. PPB �GZ Fl.EC1RlG U111JIY, - COAX AND Mumma 33 ANTENNAS TO THE HEW WATER A-a AT&T SCHENATC GROUNDING PLAN&GOALS TO THE CONCRETE �n. G NSTM(900)892-GOOD iAW-12 ANTENNAS MU.K MU F4DESTAI ANTOD"EALL BE M U ED TO THE PAL A-7 AT&T QRpAIWIo DflM9 JOB Numm: aOOOso" r` Q, Iff.BRAM - ON TOP Of THE TANK COAX WILL BE MOUNTED INSIDE THE i lC f VERSION WRELESS ' THEE TO EXISTING STEEL BRACKETS.THE SPRNr AND V-1 VEROON CORRAL NOTES PRoum NWBEM aO02,Ws "4,� WE61Bpqu0H W 01981.TRIG mEPHONE L__m. CUVRRRDN LOCAT tL AT&T ONAPMENT WILL �WLL ROM A NOV V-2 VEROdI OETNIDJ 6RE PLAN TS + VEOM.(Boo)a70-om 1V-STflO SHELTER AND A SOON ONTO.EMFTODICY V-3 VFAMON aROUNDINo oErTLS . PHONE/(617)B21-B71B CENERAlOR ON THE SOUTH90E OF ME TANIL SITE ADDRE44 SPOOR S CONTACT:END WNNWRIOIIf -1 RINT KOM GENERAL NTHER '' 't ' 100107 �Io- S-2 9waNT NOTTEL DETARED arm PLAN 345 OLD STAGE ROAD s-3 SPRINT HUM BROUGHAM OVALS CENTERVILLE, MA 02632 SPRINT PROJECT DESCRIPTION i% �.•. I _.. 40�•�r.r)�U r ` V, U SI y\: H AVENUE USCS QUADSH EEf LL7oNGTOOL W 21 BA166ABL PHONE I(817)977-2990 TH6 CUOWYEM WAS NS AKDm 70 RFAFBf A SPECOO FOR SIZE %W if1lE AND Rs SIZE CON WHEN N9 AHD S NOT 70 BE T5®FOR f� OF THUS CCL dE WHEN OTHER OONDRIOMS PTHE ROSE CONTACT.11M OREDIe OF TII9 DOCUMENT S AT THE SOUL RISK OF THE U9EA. AAA coWH7ANCE: TITLE SHEET VICINITY MAP N.T.S. CONTACT INFORMATION PROJECT SUMMARY FACUTT Is UNMAMNED AND NOT FUR HUMAN HABRATUON SHEET INDEX CIRECaCK3 FROM BOS10N: Smarr NUMBER . TAKE F93 s TO OUT 7 ON THE U07 TOWUN)CAPE COD. MERGE ONTO RT-3 L AT-3 S BECOMES US-4 E.TAKE ELT B FOR M 132 TOWARD MRNRAB D RCHF ONTO SNOOOi..TOLL ROAD.TIATI LEFT OMO OlD STAGE ROAD. SITE 6 ON TIE RIONT. ExlmNc LEGEND at&t NGTF.) ECSIRa DADA\ — locus PaoPemr LINE Mobility NEW ROACI AN\ EDGE OP PAVEMENT ` / ..�•�I�� 11Mf LINE MSING FOOONO W�TmE IRN TAH% \1 -I (Sa�1n 'Sprint' E%Im SRE ". � I Tagether'.whh NEKTEL EKIsnNc CIWN a\a 1. ALL SHOWN! LOTS.ROADS ROADS RPROPERTY _. __�..�. LINK FENCE LINESSMONN AS APPRWDMATE . 2. PLDT PLAN 560 ON DRAWING MLED'1.M pT YC ELEVATED COMPOSITE WATER STOTWE TANK'BY EARTH TaWAEDOY Dvm JUL.r -CENTERVILJ.E zose WATER TANK i. ousnNc / VMFI III FIELD. L APPRONITNiE R SMdILD GE RM \_ uElc VERIPIEO B!FIELD. {. LOCH PR RL4 c Z B IDGTEO RC- IOENIUL OKNO DISTRICT. CONSTRUCTION DRAWINGS S. SOW[]SANG AND PROPOSED INFDRMUM p IXIMTING TTOE SHOWN FOR CLAIM EDsnnc ''-/• ❑ - MBODvrtrE(TwJ N N� HR20N J 0G ROnraTm) S. ALL C � HARDWARE '� 0 OB 04 10 FOR SUBMITTAL M EITER _ rI TINT CARRIEIB 70 BE REMOVED FTKY OLD TANK 1 T, FINAL LOCKDON of COAK POLITE AND LOCAmEL B 07/E9 f0 FOR COMMENT SEE MESON \ NN\- A 07 01 10 FOR COMMENT W2 DETAIED SEE PLAN INTO TANK PFMD010 FINAL WATER DFPNTIYFM APPROVAL.CONIRAC70R BEIA11 PRIMDE ALL Na\ WlEeV3 D1CCOADIG D M WKES AS COAX S EN FOR PULLING COAX AND LIASRECOM COCK IM RMAB PER W1WARE TO B 3WD FOR 110Ms. ® nTW VEI PULL TRw ARE TO BE RATED FOR LeRLe•� by ENmNO NN\ MALL E TRAVkl. B WIRE E AND TDGTKw NEW 11ME E RamCE MALL BE AND TH D BV R FARTMECONSTR T ION PA LINE - , (10 BQ RO�1'A) NN\ 70 CONST AND THE WATER S LOCNIM AND Inc. ` I EXIVND A DE M SKU ALLOTIMW FOR FNG 1001TION AND EwmNc AN\ i �FUNRE ACCESS 7O V H 1 TELCD I IX611NG EWPMMM CA&NETM Efl61dD . �l1 VAV T TEIN "D BE REMGYFD) �L SPIiOtt NE%ML. ` 15 NIXLITEmp D 80% I & AT&T INSTAMATBN TO INCWDE 18 LINES OF V� PIIDLE SHELTW ypE 1-S/S•CORK,0 PANEL AMMOIRS.S TVA R 8 �a FNC11> \ 11 IS PLF7DJtS. 1 QE SPPoNr MCK16 % \\ 111 %/ J/�'—•—s_� - Q. VERM N INSTALLATION TO INCLUDE IS YNES W1 B-2 OCIAM SITE P W \\\ 1\ /% N\ - OF I-S/ar COVE Q 12 PMU ANM`W'S. N>IL G7 \\\- ,1 , 00, \\ 10.SPRINT MOM INSENUTION M INCLUDE Ill (1 ,, IDLES Oi 1-3x,1,12 PANEL AMID" A PROPOSED MPRDR NEIITEL \\ 11// \ 13.CONOMCIOR TO FEEFERFNCE THE FOLUMM 8 e UNDER ROUND CO6 IN IOr LANU 1iMK DRAWPas PRIG+TO /DNA C-M XOK PIPE(SQ NO E.>At0). \Y / , BIS/cowsMCTIOID A}TAC`lYEM DSIDE T>NKe\\ PROPOSED 3A1-C1\ ' --e 3N-C2 • ... PIWPosm NVIDDM 1 EnDT AT.fl1YEMT IN ACCESS TURF S15-62 cCAK Is- 8 -I• e WBi664 s- OP's PIPE \I ,E W C-0 Il \;;\ I - PIiu,, • ro YNe� 8/-80 1 NEW ACCESS RONT St M-AS(SEE MOLE TAG) NEW FENCE 1l1 \\� � C-2 (In OME15) A00>wI NDcarw mN 3z2-A2. " (In orNERs) . I DRAWN Bn- AW 1\ \\\\J\ II OAN DEPTH SHALL �\ \\\\\\\ )J�1 / ,Y'�`••' PAOPOSD)lY WIDE W. �R ALL OW EDR PURISM 7"'P' ACCESS,OISEMEM a A-3 • AO:N.L 10 OIICT SAID( 11 \ ..., .�i;;•: 7Mo6 oPoV6TOtt CMDO®BO PPS 11 -� \ .` I As NULOWID 0000]OJB eC-M UMLCO D�WMG WNTE '': V'. •'i.L',:•'•` PRDADT KAISER MO I— �\ FRWVMFD ATM "T •a +S'l IP MD emRDVM 2 PIppOyTy `�� (SEE NOTE TAB) C-0 61I[ADDRESS AS REDURED PROPOSED I=I,PULL 345 OLD STAGE ROAD AS REOMS"(SEE NOTE V) CENTERMLLE, MA 02632 PIKTPmm em BY. ATWT FENCED 1 81MEf DILE ID KM 12'compo A-2 WIDE ACCESS DATE SITE PLAN MS 'PA O' 0 aMar 1'MO'-C NR ARTY' 0' 2O' /D' ® C- 1 N 10M.. - —RC SS'TAU- BE atV�t NTURE 1G.3'TALL IONN UHF wM.P AN,ENeN 1. NORTH ARROW IS APPROXIMATE&SHOULD TOWN UNF RNIP ANTENNA RFe MODEL t,71 . VpTI%W IN F1EID. • 6. fN5 ODEL I1D9 -(BY-`) i (m D,NERs) (BE[ Mobllily 1 SOME NOWNNG AND PROPOSED INFOWAl10N (SEE NOT SNONN FOR l2MM. 1 RNAL TOWN ANTENNA MOUNTING ON."' PRDP09m AT&T LOCATION&HEIGM TO BE VEAIFlED. R.ul UOYMIm ee 1 2 PROPOSED VEITQ0:/ ANTENIA ` / - A lOAtl WHP NlIENNAS ro INVE 10'OF ` C-7 C-7 W11�ANIEwU.4 (,Tp,_p) C-J C-7 YERIICK 6E,AVATION FROM FINE TOP OF (ITP.-12I _______ - AT&T ANTENNAS TO THE BOTTOM OF THE - _ __�F4. sfi 84"a "P. W. PROPOSED ANIF A VAM No SUNTED . MVNTAIN ALL OSML REOUIRED CUMBINO __EOCE OF TANK TO tANR SUPPORTWALL CLEARANCES INSIDE ACCESS TUBE IDCATE • L1tV.-iS7�0 s aG 21 I2WI TO MNN2 REQUIRED COAX SWEEPS TO REQUI COAX IAUWG RAUNG Sprint._ p •-' PORTS AT THE TOP OF THE TANK. f - - 7 +f,Fti S. CONIRACIOR ro SVPPLT ALL STAINLESS STEEL t_ _ TOgeNMWINI NEKIEL C♦ C-N TOAR MWNTINO HARDWARE FOR BE CONRNT ro 2KETS.NERI AND TING W TUBE C)t - - DIiADRTME.VDOFT RWffRA WTM WATFR - ' DEPARTMENT. - PROPOSED AT&T• . vCOAX m ROUTE NsmE CENTERVILLE AD DICTS,i"s) WATER TANK OMAXCOML ROUTE BAmn NE%IEL - - ROUTE INSIDE TAME ATTACNm TO z-Bwcl¢Te , fs.N01C°J TUBE - CONSTRUCTION DRAWINGS - 2 o-2 •- 0 OB 04 10 FOR SUBMITTAL - �TMRt - UPPER S,EEL . PROPOSED VORMOM PEn¢ wAu TANK B 07/28 10 FOR COMMENT 2 MOUNTED, A 07 01 10 FOR COMMENT (AW i?)ea e2a PR D A 2 ® Dewberry. VENT EasG PROPOSED - SPRINT MOM ANTENNAS IdTTd.Inc. PAN 0 CW%(IFEIOW) ACCE59 Z(e-FBFR ANCDIQ ET S0(71'P.•.1B) ID T P0D PROP SPAT T S TUBE A ION GSACUINSOE CML No 33MTANN" V! MATCH - `VERT�ROUTEo® RNUNc gaSI0NA4 ACC69 TUB - - (m Nam See) RARING -NER SUPPOR, 8•'/./d ' RER TA.R P. - E PmEsru wMi BMan,W. AVIENW BT TIN PROPOSED - - IRVIdW SC BBR ANTENNA, m me - _ , 2 90B NUMart NoowQae C-7 CST PW=NUM m eam/we . - seE ADDRESS \ 345 OLD STAGE ROAD PROmw CENTERMLLE, MA 02632 do Ow 2 EMOr BMA ro C-e Cd �\ EMINENT SI,RTol4 41FET IIRP ANTENNA MOUNTING PLAN / l GROUND LEVEL ANTENNA PLAN & scME:,/e--,•-v MR„R,r I- .. - —'—'nEv.-o-u acL TANK SECTION -0•MR 24RL30- 0• 2• V Is. smw NMMeSA TANK SECTION r,1 a, e °. 20 \.//� _BIMIE1 veP-.,•-0•PDR 11R1 T L iWNDATOx 7ny.,•-0•NOR 2RY7S- ® 1. NORTH ARROW 6 APPR0101,07E!SHOULD BE VERIFIED IN FIELD. - - ue4wn&D Nmea. Mobility 2 SOME F IXIS11 AND PROPOSED wFORWTRIN aftt OWN NOT SHCR C11ADV. _ _ • 1. ALL STEEL ro BE OALVANOED. - -]. FINAL TOWN ANTENNA 40UNIING DESIGN. - 2• HANDRAIL MOORING BRADNET . - IDFARON!NBGIO BY OTIIEAS. , WILL NEED MODIITG1gN MR. �IIIOImY {. TOYIN WHIP ANTENNAS TO W'IO OF - CONNECTION TO STEEL TUBE .• VERTICAL SEPARATION FROM THE TOP OF i.,. - •RE . yT - AT49T ANTENNAS TO THE BOTTOM OF THE ANWIP. D B� PLATE NO _ __ S. &FATHER SEAL DON PORT AFTER CORN 6 3. BEE LNONRB(DRAWING 322-A2 .. INSTALLED. - FOR LTC DETAIL OFRIPT I e Sprint* - & RAILNG LOCKERS suGWx FOR REFERENCE . ' - As-BIALT CON PMOR ro - ONLV.ACIIYL LOCATIONS WILL VAR!BASED 09 TINIL�ION mmmTIE&wo ANT - FTETD INSTALLATION OF PAIL FIELD LOUT[ q TOgeMeT VFIN NEX7EL . - ANIFEENAS BASED ON AIMUIHS AND YUNTAw - --- — -- SEPARATION BETWEEN CARRIERS. PROPOSED M-2 _ A ALLOW SUFFICIENT BOAC[BETWEEN SEPARATION_ - - AMInIW(IW.-2T) TOP OF TANK AND BOTTOM OF- 7. PAINT T.P AS REQUIRED SA WATER CONNECT FOR.NJ4PER. APROVALDEPARTMENT. REIC.D eataR RAED'LES.NM CONNECTION. CENTERVILLE APPPOVAI.A9 REDIARFA ; 4 w�TOWN-1 � - - .. PROPOSE) WATERTANK .. (BY OMERR).• PROPOSED (SEE ROE A) - - x-3 tEJ1RNlQED CONSTRUCTION DRAWINGS roR SUBMMAL RpPDgD 13107/29/101 FOR COMMENT Btu - ^RAL] - - A 07 0T 10 FOR COMMENT A T . R72PEELoT LION HNDRAIL 4wwR0ro (i P:1) ® Dewberry- LRRGftT P.R.elm WIYWM P.M.B1BP0 9RE NOTE 2) µ PRPROPOSD IRS �NOTE 2) (Sow) B A,RO. 1 2k2N0.125 M 2N2k0.12S Hss T (TOP RAU (TOP RAR) ..O.m HSS 9RI6ER Ems) r.��' PHDI&: tK (TOP WJL) UOSIRUTTB 000 RD p HAJmRwL MDtonm PROPOSED GAiVANODt-S/B' t� GML q • WLO IJ OVAC u IIS9 VAN®RTNIR No 33WS ¢ ��2)91099 ATM oD.Wtl PROPOSED COOL Rp111E aN FSS NVIOWL YOUNRNO . (aTNK ROOF( r NDW,r%cL w INTLH coAx Pom PNOP� BRWW P BHRro gSSIONA (Tm.-3R) mm ((SPAC N) E63 (6g NOTE D) . (.'no 125 H55 • (MIDDLE RAIL) 8.y, b 2N1N0.120 HSS ACCESS Al RAL) WTCN ax1xD.1v Hss (RIDDLE Rua) PROPOSED OMWN BWPMCEIO AW PUfU/1B' ' (KCAL PLATE) .. A♦T�IF7YPD B� �F NL PLIk]/18' 0161®BTU PPB .. (NRLN PULE) ITQi 1//11Y OAVANEEp SVDRIDIS SI61 IJOB MW@R - 000039]B _ 1HRVOED ROD Rany a" IPE mm ®' SEE NOTE♦ rig amm �re �(�PUk3/10• PRWECT NUMOM SOO2Wwe RAIL M ED ATlT ihY 01LWN® tO CX u (KN:N POLE) ANTENNA '(OryOp-A-2O)DBOLTED TD RSN PLATE i0P OF TNIN TDP DP TANK 345 OLD STAGE ROAD eTlE RAOC.AaER W y�oMEmic SE0➢ON SDCll� CENTERVILLE, MA 02632 MOEm16S s•o,c. cm xoRE N eBOAI SNEEf TIN! - RAILING MOUNT ISOMETRIC MOUNTING DETAILS RAILING MOUNT ISOMETRIC a.•u e.W/A•-r Fdi IWtiIT- 1 - BCALE+ TD BDAE 2 & DETAILS T/2••T•FDR uvr tR�T NULm[R 0 C_3 : - t&t Pam - Mobil x-�//gg GLY.wDOD. '• ity IIOVMIND RPE PROPOSED (TP.-x/AMIENAye / ELL VPNm2 1U24-BOLT AwrEHN MCLNT C-4 OR EOWiL LOWER TRNI( PL6%6%1/4 � PDEOE6TPL WNL - T .�" ...•..T�_...r ,` �o.� NE>z�N N� Sprint' R NUf ASSEMBLY B b -• ,/4 0-o D/4• •� r, Together wDh NEXTEL 1 2v Na>,�"�s-E CENTERVILLE P ip w/B•Emsom rt WATER TANK _r Ln"YAN�iB00ioR (1YP:4 PER MOLOM 1P MOLE CONSTRUCTION DRAWINGS LV 11w) PlJ1N VIEW. Q D➢B6 0 08/04 10 FOR SUBMTRAL B 07/28 10 FOR COMMENT F� A 07 MOW FOR COMMENT - 1 P wLn OD ' 1oCl - w/MRFAOEa aoo� o•-0 sH•. - p NY,6D ADNF9RE ® Dewberry P CAND PAxEL mp.- PER Nou" ANTENtnP.-4/emaaNA) mm .m P°m� 1s2xzn/4 PM=1/4 0 -1• O , Dew ,InD. ENW PORE 2 1�//��2'y�^{� OALYAN2ED U-BOLT YC0.0ilECf PN 1521"OR PmHHH o-4 OBB PHBIHBIHI/4 EQUAL a� PA1C TIA (NUMBER lu _ 0 c7 CNII. q No 33Bg.6 BM HOLE SPRINT SECTOR ISOMETRIC SIDE VIEW vLe)ODT1 a �SSIOq L SOLO MTs • T3•E/./o DRArrJ x: ALN RflAMID 9Y: BBR "PER ENTRY PORE OIEtlIm BR PPB CWPUNO IUf 2•0 THREADED M TUBE m,P•,n (�tlR LENOTN-NEEDED) a JOB NUYF®i: 800038]6 i(o c O PPpEOrNUYBFR 70D2f010 O ISOMETRIC VIEW 611E ADORF26 t84C , .M n� TM 8 ,,, 345 OLD STAGE ROAD 1. WFATNe1PF"AL POW wsrALutmNs CENTERVILLE, MA 02632 2. SOD LOCATE ENTRY PORT BASED ON ANTENNA MOUNTING BRACKET ANTEIDUL"PEA LOCATION. 3 6NEEr mu 6ri+c Nrs 1 ANDCOORINNATEATER ALL ODRRPo LOCATIONS WANONS LANOWNR RUCTMN AND RATER DEPNRYEM PRIOR TO f:ONSRWCIION ' PEDESTAL MOUNTING DETAILS JUMPER ENTRY PORT \ 7"N® SCME:N.T.S. C-4 BAN Curs .. W106 1NroM ro F%LaTNO ISPAIR TRdCH ETcrsnNc GRADE-T QR RNSH ro TTWGu011avODRr *�� ` PROPWEO ORAOB ■,I (SEE PLAN)-� aBL TIT . .. .. . .. .... ..........I%% ..........................:::::.:::::::::::... Moblllty ENSnNG 1a NOLE YOROPNECf FORT ................ ............ rRA11e a AS REQUIRED) )w ANK L qr A ER 1 a WARNNC TAPE Eaanuc PROPOSED I T coNo c15AN COMPACTED urrs NNLN N/ APE WWI/ C00A RUN eACImLL �q{ G .'41x - MJ .............................................................. R MfDRCE COW( �A eACiu lAl A FOUNDATION AT PR ° mw m�N L Sprint' _ n ~ ,NROWN PAwETGxr •• CO Y AG PVC CON( . IF W NECEsaARE' ScN° ° ` IXlrm IT cm.-TIT) Toot*with NEKI" .•.SCH AG ALVOACOMFGL '- // L • .,. " BEAN CONCRETE .. �\ \ ' o a oEK » »cn KG PA . '.:'•. CENTERVILLE DnRwc cGNG4R .\//\\//\\ WATER TANK 1. wO AIL F O I�OTNIONWR aLaul°6u° S wTERLAL EIOMXTm \\ \\ �Fx ti w NOT.FROAOE CLEAR.cow—BE NATOTAL coMFFCT w e•um - /\ \/�\\//\/ '• Ya[�RUEiL°NAY BE USED QRSAVOC� IFHER NO!E`�Ee�?m CONSTRUCTION DRAWINGS Rfleq'[ANY L ROCKS PROR ro HAGODl01G.CONRtlC10R TO VERIFY - CdIPALTIBIE LLATERLV.COMFACf IN e'lD•IS.RFLM ANY {DDATA,OF"Is Two V/O unum mace,ToNccwG. A RAONs TURN RD=PRIOR TD BA064LNG. x IF CIIRRENr AS-PUV 0601113429 ARE NOT ANAWILRE CONTRACTION!S AUX aXRllNc wAiEn4W �C� 2. CONTRACTOR TO VERIFY LOCATION OF E= u ulOJflFb o 08 04/10 FOR SUBMITTAL TWa DO up TRCRaIda NroNmIATNNx PROVIDE P°f•- _ - PRIOR TO DCCINO.LF cuRaENT Ae-BUar DRAW ARE NOT ` B 07 2B 1D FOR COMM(]Jf GENERATOR SERVICE TRENCH CONDUIT STLA AVAIABLE GONNRACNOR LL HAND DID U/Q TROICHOEG. SGLLE N.T.S. - S FIELD VERIFY comic CONDUIT bOm PRIOR To TRExcmwm A 07 01 10 FOR C.OMMENf `J AT&T BURIED COAX CHASE DETAIL-( snNr.Ts. COAX TRENCH A-A . . ® DewbenTo « seNc x.Ta I•.--E-G't-y EOSRHC CITRON GRIT IWERAI.IN GRACEsun TRENCH WARNING TAPE rlUu.m NBC=Am c) (•i�B(. '- OSTN OR LOCAL IBMIREN NNe y TRexa NO 3366�K6V CtyOMPACT FILL PROPGSm O W6IOFACe �SSION c6� ti COMRRF m Ull.11 C6VI RUN • �TFR TANK (UP m TB UNIDO .8.4/./o _ WARNING mm UNOD,VATm CONaRE1EPAD 'p :,.• ` `' SURFACEoO (ushOA-P Acq :•r ..: IOyp��WApp� DIGxN W. AUE usizo FOR uAaE�DWEOLE Rfl70AID BO e9R 0000 CLEAN SAKo SURABIE N•0 � CLEAN BY: PPB FOR ctt+Gwr Be000m - 0000 (w/2wb�' A"T I'm Nare q - OOO TWIT Nuxem: eooawx AY SON o P,C BRIO II®t 1Y MPL-�i flECR11C WNOUR FRaEcr CIDER: am— I. .RUM 1. YATIOIn°F11A'O/BEAQAROA�dl"at�OOFLIOIOLR W1EW1A,OCAAMI® FA�m (UP ro to LDm) Sa ADQN�e 1 Q NOT.FRGAOE LTEAN.oD1:35w 11ATERM COWAhar IN B•NPR RO'SWFEP Di ROIOVE Axr 1AROE ROtlfB PaSNi ro B100DL)UG.CONIRICIOR TO VERIFY (TMF.) ! ! p EN SW 1B•NODE CSNNMM PeE LDGnon OF omm u/o wUTEEB PRIOR To Gaw& :.r�v,V'��:;�'��,�� n�A�o�� 345 OLD STAGE ROAD E. IIFWma�T'r A�PAORAIEN09 ARE NOT AVAIABLE CONTRACTOR ENNUI.a. R� CENTERVILLE, MA 02632 B smitmm 1. I&AINI w REQUIRED DOWN BOLD RAOIU& .. ccuCReT¢DK•ATe cGNaNR WNOI mLMCNNO uxaR STIE ACOE89 RAND. EXOnNG AD ES'WIDE X 2T.5'TALL RD AAD ENDS ARE TO BE z IN)NOT REM ORGANIC OR OOETDO01& SNQET DOLE JOINT SERVICE TRENCH BURIED CONDUIT OU.—OA BOX OUT Al CONCRETE FCUNDATNM coN.Enm WITH is, MATOBNS OR LAME ROCICS FOR BACK RLL (ELECTRIC/TELEPHONE) "uieTse"CrPe�uP ua Am a CONEACT oa SAFE PROM TO,ROOMING: TRENCHING xALE x.vB 3 w SPRINTNERIZON 0011PICT a e•Lms. DETAILS BURIED COAX CHASE DETAIL�1 COAX CHASE SECTION BmS 1 sKW NUMBER 6DAlE N.T.S. Y SDAdE:N.T.S. C-5 GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: /yam +. ALL KTNOI TINLL WNPDRII 10 ALL OSRDR APPIIGBIP/EODW.STALE.AND IDGL OWES,INCLVDwD ANa/Elk/M-xTT,AND COMPLY lV VON.ATrT MOILED TFORSI TO OAT. 1. DESIGN AND CONSTRUCTION W NL CONCRETE ELEMEMe SWILL CONFORM R ME IARST EOITION9 a•ALL APPLICABLE OWES M INQULDMG:M 301 SPECIFICATIONS MR STRVCRPAL CO MATTE FOR BIALDwGr.AND ACI 318 WILDINO DOES REOUS"ITN,S 2. CONTRACTOR SNAI CONTACT TXD SAFE IMS)Vol SAW(BBB-DM-]x!!)FOR BENRWAMI OF UNDEMROUND NRIDES PRIOR R SORT ,FOR REINFORCED CONCRETE. MOblllly OF C N TRUCROI. • x. M BOSTN SWLL BE APPROVED BY OWNERS REPRMD fATNE AND SUMMED TO TRITIUM PRIOR R PLACING CONCRETE. !. CONTRACTOR R RESPONSIBLE FOR COORDINADNO ALL REQUIRED INSPECTIONS. • 3 CONCRETE SHALL BE NORINL YE1OR.S W AIR ENIMwED(i�-1.s MITI A YA%OIW{"SLUMP AND IDS A MWWM 3 ALL OYCIRM SA TD,L AND ON F]OS1w0 Rw1O M ORv1!•CE STRUCTURES,AND SRE IIPROYEMENI6 SHILL BE vOMIED IN"Im BI THEORY COPG 1AME IS smH O 4000 PSI UNLESS ORD1PY19E ALL NOR m, ALL OTCAEPANCIES REPORTED R ONE ENONBA S DO NOT CANOE SEE W SPACING OF STRUCTURAL ELEYENTB. A 1N!IT N S CID I T1.ASTS PWL BE ISED: PODTURC M.A ASM 10-1 83.P IYPC 1 OR T RED(TOME DLN:AM A-10.T,PORN SAE.O.INFO MEE FABRIC 0. OETNLS WORN ARE TYPG14 SWDAIN DmAUIS APPLY R bTY1WN CONOTRON9 UNLESS GTIIEANSE NOTED. ". , MUWAL CBRwf BIAS:ASM AsTm GRADE S0,INFORMED `•. SUMER, W SNAKE AGCAEGTE ASIY C-31 y • 7. THESE ORMNOS OD NOT INCLUDE NECESSIIC COYPONFl1I8 FOR CONSTRUCTION SAFEN MNICM S ME WIE RFSFONBIBUC BI 11E WATOC RE&NON - CDMMSC1oR - MYDNTURQ`NON-CNlC10E COMAww9 r 0. COMNYCIOR WML BRCE STRUCTURES UNTIL ALL STRUCTURAL anon NEEDED FOR BTASofIT'ARE wmAllEO. THESE EIEYETOS ARE M S MNMUY CONCRETE CO"OR FUR RONNRCING BIEFl 61ALL BE M iT1YDW8(UNLEB9 OTHELO'BE MOIED)I spri FOLLOWS,IAIERAL BRACING.ANCHOR BOLT&ETC. - A CONCRETE cm ADANm TARTY,r B. CONTRACTOR SHAL DOBINwe BIALT u=xToNN OF EXwm uBITM..QUMMNOS DRILNT,DRNN PIPES,YAMS ETC BEFORE CDLINEBICINO 0.Il1 OTHER CONCRETE Y' TOSBUTm 1VIlf1 NIXifl. MR. a0. A]At'CWWFEA SWILLBE PM FV=AT ALL DIPOSED e OF CONCRETE IN ACCORDANCE MACT!O/SECTION I 4. III. INCORRECTLY im,DWACED.OR DIN ERWISE RNND YR OR NONCO/BORwa WTEMIB OR MISSIONS SHALL BE REPORTED R THE uN1E88 NOTED OaIERWL3. (BASES PRIOR m R.IFWL OR CORREClK ICAO!.ANT SRO,IEUEONL ACTION SWILL REQUIRE WRITTEN MPR &m THE BWNEA'8 7. INSLYI.ElION OF CONOIEIE OtPAIMON/MEDCE ANCHOR SWILL.BE PER MANLIFACIURE TS WOMEN RBCOYYENOD PROCEWRE - aI:PxESDNARYe PARIS TO PROCEECPO. INS ANCMM BDLT.DOWEL OR ROD BALL CDNEOM TO MNNPACTURLR'S RECOMMENDATION FOR DAMI MDO DOW DR AS CENTERVILLE BNORM 11. EACH COWIRALTOR SWILL O)DPDUTE N ME CMMDn REPAE9RNe.NAT AND CODRDDIAre IRS rapt N TIE MONK of BDEna CONCH[ILL mMMnxrq NO LrBw alA,l BE Cm WIIMQUIT PRIOR MNIIIMR]DMD APPROVAL M®I ORILLAIO IID.lE INM WATER TANK < ,3 CCNIP.CTOR SWILL R[FAIR ANY CAMADE CAUSED IT,feWTWICMN W THIS PRWECT R NOCH ODSiwD Px<ODTRIICIIDN COMwRONS 0. ADMIXTURES SWILL CDNM W TO THE APPROPMYR ABM mANDAM A4 REFERENCED O M 301. TO WE SATISFACTION OF TM AT&T MOML COSTRUCIIDN AIyLMER. 13 ALL CABIE/WIOUII ENI IDUT PORTS SILL BE r7iN11pIPR00ED CORINO INSENLAMN USING A MUDCOE SEAIANL W. W NOT MOD OR TMI MEAD RFWOOSIG STEEL ' 10 Au o02&ANCHOR COMA EYL M mED.E WTW CONO CO Rix SFDA D OMOUN05 AND AIL oMBR EMBFDOCO CONSTRUCTION DRAWINGS 14. WHBE DasIING.WMR.camarmisN W NOT WTCN HOSE PHBFN w OMB PLAN SET,COMAAtiat MTLL NONV.DNDFDaI ATrr MDBIUiI'PRDTRT IIDM AND NRIED DETNlB PYAL BE w PORE BEFORE STALE W CONOETe PVC[Am/I. COISIRI1CfW1 YNADFR,MID LWDIDID OINEDNI.Y. 11. BOBOMEIIFM aWl BE COO BEM WNDIENFR 9BNDIO B RIEOIARFO. IS CBINIRILTDA SAIL ADIIIE AIL SISCOMIPICIORB LYE PMOIOD WILL A CURRBN SET O oPAWOCB AND BPECIi1GTl011T FOR 111BI PRO/ECI. - u ro ALOE wAEz eON,[are w WATER R:E.as ION moan maWm. - 0 08/04/110211 FOR SUBMITTAL ' 16. ALL RON WOAN SMALL BE OOZE BY A DMNIFFD AND DPODNCm RODPOG CONTRACTOR IN COCROWRSII MTTH AMIf CONNRALTpR IS. DO Nm AUDN ROMOSCRMENT.CONCRETE OR Rumor TO FROCZ!DURING CONGER CUIOIO AND SETMNO Prime,OR• B 07 ZB 10 FOR COMMENT WASUNTwD THE ROOF TO ENSURE ma TM WARRNNY B YARMIUME. FOR A M[IINW OF!DAYS AFTER PIACDLENT. 17. COINRACIOR 9AILL RELIT E ALL RUM M AND DMRB FROM TM SITE AT TM END Or 0CH DAY. /4. /OR COLD-MGTNER ND xm-WDBMFA COMOIDE PIMDIDR.CCOOIN 10 APRUGSE M COOEB N0 R6gODODATYB IN A 07/011/101 FOR COMMENT FIVER OSE WT DAYS. WIANA. D Haap[DE CAMOM 8AL18,ETC SMALL Nm BE uBE0. PRDIE1Cr FRETM QBNwn[FMOY - . 10..CONTRACTOR BAWL IODADOAre MONK SFAEDIBE MILL LANDLORD AND TAIL PR[CAMOS R MINMDe BBYN:r AND QUSRAPWM W 1NIBR MDATIEO FOR 7 D\YB.MNUMUN OCCUPANTS of WE TACITLY. IS,. CpNRACTOR SWILL.NRIBSN AT&T MDBILIIY WITH TWEE M-BIST SETS OF DRAMINOS UPON COYPIEEON OF WOE. 1S. CONCRETE SWILL.BE MBBM TD A MARDI GROUT FDDSL PAN THAN IE smm m STEEL TROMD. .® Dewberry- 18. UNLESS DMERPIEE NOTED, i�// i' m AN TENNI AND CARES ARE OTCMLY PODASED BY Am MIKE '. PRIOR TO SUSM�OF BID MOMCTOR SIAL C ORCCNATE WILL. .. AT&T MOODY PRDDLT WAAMEO M DETERMINE MINT.IF ANY.BOOS WILL BE PROMED BY AT&T M MTF MISSILES. ALL MOLS NOT A ALL REINFORCING,STEEL SWILL.B[DE MRI®BARS CONFORMING TO ATIY PROMISED,M ATYT MgBEOY 81ULL BE PROVDED AND BTmAILID BY iM WMRACIOM. CODRAmOA BILL.[MFAIl ALL ODS PROAOD BY MID.CRAG[eN - .IF. AT&T MOMM. B.WELLMD WIRE FABDC SWILL.CON MA TO ATIY AIM 21. CONTRACTOR SMU.PRDAIOE A 40 PINT DENUMUMER MEIWNL DSTIDC OR WHIR MOTDNWOV�AND EASE R BE wmAILED IN WE - ?DffMmj%ldn, [DUIPYENT W.1FR 1XC BASE RITUAL BE COISTRIICIED OI J/YTMIX(tlN.)gYr➢Op MO PAMm 10 WTCN THE sN[LIDI UNNSR 17. !MONO OI IIDN/OM�IE B P[Ipmm ONLY AT IOGDOD BLOWN w TE dOMRACT dEAWOG9 Ot M AtLDAFD BY 1M GALL 06TALL A DRAN1M PUBE FROM WE QUild 1H A WALL PENEIINRON IN TM SHELTER WILL ENO MOOS. UAIESS OT ERWBC WOWM OR NO ED F MORCM SIC.PALL BE SPLICED TO DDIEU P I S NLL TFl®LER1 CONTRACTOR 6HVL SIAL THE Adll PENETTATON WITH 9UCONC SFNARI IlO QAIRE TINE N BI W1EII1101ff. TM EXACT SBE m VE CILMOfY(cLas N w AMORTAM BE WIN M 31S. BASE SWILL BE COOBOAIED MITI DFAO180DIER SPECIFICATIONS AND UMBON Of TRUTH 1101E ' 10. LENGTHS AN 81R DESHOPYBC LENDIITT.M COMPUTED w ACOdDVICE CORM M!t&PdWM iM FACTORS S R T P STEEL.N [2 PRIOR R ED BYffW of BD,CONTRACTOR BULL.ERMTSNO MOH AT&T YOBGITY f4WLSCf MANGER R DETD.AND IF ANY PDOMB WILL TENONS AND fYA SIRND HEUCNBWsLINE.SHOA11 IN 11E ORIWDDS MRY APPIIOPPBO[ IIDN FACTORS TOR TOP STEEL BE OETNMm R QrT IDBWIY. Ill REQUIRED PERMITS NOT oe,NNm BY ATM tMOBIUC MIRE BE OBTAW.D,AND PAD POR BY DIC - - 0.AW mPMNN CDVBI AND THE M¢ COORKTON. .. U m m HIL (bT y 1r cmEn RONRONO SWILL COID ToORIM '.Id YAMML OF mNDAID PR/L'IIO[FOR DETNIDNO R[INFDRC® NO 33 OF FO BS6 23.CONTRACTOR STALL BDRT UP NdC UNITS AND BYMOHRIUBS RE TIEMIDS'fA10. CONCR[R HiRIICIURETT'(AQU 3IH). 4� - 31. CONTRACTOR PLML wsrAu ILL PR 610Wo[IN ACOOOANCe MIN M&T MOlAR1Y 6'COFICATRNR AND REGIAEDWOS. ,xD. WN LAB WrnANpRUs STALL BE CAST.YOSGMISC WITHOUT IIOI✓¢WTAL CONSTRUCTION.TWO&IIULL99 PMDMN IN THE .gS mmuu 20.CONIRC L IOR SW SUBMIT ALL SHOP DRAW=TO ENORMOUS FORMOTOR WK MOTOR AND APPR NOR TO FABRICATION. _ - SPAAryA GB..LIBATION OF ILL CQUa1RIATI0M,OwiT ARE SNSEm TOM T REQUIREMENTS BF WE MITUM DOOMENIS.W1WOmWNC! m UNLESS mHB1M�NOTED,AT&T MWDO'I BINLL PMADIF A.L.REQU EMB W LATERAL FOR CONTRACTOR TO RRIILL INCLUDING ANTENNAS. MNH M 3166 AND ACCEPTANCE BF THE EROM I RANDIOS SHOSND LOCATION OF DEMS OF TIE PIOPWED eeX61BIC ION WAIS,BM-TTL COMMN=MU.DC BLDCC,SOME A/MESIRML CAPS ANIDwA Dx IRRGE ARRE M CRAWL CABLE. am PALL BE 811DWNED BOTH RDMDIdQA STEEL.PLACEMENT ORAYIDIOS 27.PRIOR TO SLR1641AN OF BD.WNOACiW SLNL MIFF IL M L EOIAPYFIR R SE PRDED BY AT&T MDBBIY FOR omIALAl1oN BY - a BPLIDES De MAP.AT AIL SPMCM EDGES.WU BE SUCH TINT TM OVBWAP MG W (ROTOR WOES OF �•�/O WMTRAC FABRIC PELT IOR EACH R NOT LESS THAN RE BYDINO OF TM CROSS MITI RUSE T INCHES.NOR LESS DWI r. ffi-EQUIPMENT PALL RE=A=AMORWD R YA/MACTIIaET'e TBO/IGROM9 AND LOCATED ADMMT R MW NOBILITY a3 BAR SUPPORTS aWL BE ML-OA!KNIZED YET&LATH PLASM IF& SI+EOFICi0IO16.AND M CROWN IN THESE INANS. ' x0. TM W TRACMA SMLL SSWNa AND DTRFCI TM PH]IECf DESCRIBED IERESL WE CONTRACTOR SKILL BE SOEY RESPONSIBLE FOR TIT M ImmoRcaeff IB CAUSE COI NO MCURSXY DTTO Mry IN�ABER PREYDN OEPIIGFZIDR BI Cg6TBICWX TRAFFIC OR CONCRETE. uItUrm ALL W CONSTRLR M MOMS.METHODS TECNNDUEB.SEDUEMCES AND PRWEEKIMS AND FOR CWRITIWTDL ILL PQUMDNT OF WE MORN ODBH TM COMIPAC. - xS SIAS ON GROUND IENDEFD ILL. BBR !0.EWPYENT SDLITR SWILL.X.RE ONE(1)EXTERIOR YOMOI DCRCIDR OP@ATm tOD�UDM MM ODIYIfWAM AEF1iC10R WIOD. A COMPACT SIRIICNML OLL R G$DFZNSII'f AND Dm1 RICE 8'OMAN.BENEIM SLAB 31.CONTRACTOR STILL NDIWY WE OIQUNEER A MLMWM OF 4W HOURS IN ADVANCE PRIOR R CONSTRUCTION HELM POPE 6PFDIFICALLY B.PROVSe MPOR BARIOBB BBEAR SLAB DR ORwUD. CHFCIDD Bh RPB BDvm SENDS ANY RDOIL MALL OR ROOF POIETRDIOIM.FMLL UIMY CONNECOWS,PO1RIM0 CONCIEIC,E.6r_Q MITI 1RlNCNES L AND STRUCTURAL POST Co YOUMIwO COOELIIONB.FOR ERSIMESND LEVEM AND INSPECTION. , As NUYSE)D HOOD]B3H ]2 OIDAlIDL9CB1f BI1185 BIIYL NOT of USED w1 WE SITE. _. PROLD.T NIIMBEr, OODTt038 GENERAL FOUNDATION NOTES: PIE MDR® (APPLLCABLE PW mBPMDN sx.,7w OSY) ,. WERNAUT ILY COMPACT BDNOY OF ESdYATON4 PRIOR TO PLACING RIDE SITUATION BARRIER MWI L AND COTPKTDN PROCTURES SWILL BE DONE PER w0UmN1'SFNAMiDS x. ALL IENMRCpND STEEL.BMW.BE AS,,R M1S-OWE ED BEI RONWRCM IN PLACE R PMvwf MQUTMPR DLRGNG 345 OLD STAGE ROAD CONCRETE PLACEUm. CENTERVILLE, MA 02632 !. PROFITS A OEM COWL OF r FOR AU.ROMMRC ND ME L THIS REOUBDIEM SWILL BE CONS ERED ACTUAL AND SHOULD MDT Or ADIUSIm IN THE FIELD. 4. VETIDY DETAILS AND DIMENSIONS WON SHMMt DRAYOAS NO'NY AT&T MOBILITY OF ANY DISOREPN4DS WEEi 1111E H. ALL MOAN SHILL COMPLY MIN THE LOLL AND THE WOE STATE BVYDwO COOLS. B. MAXATIDN BWIER PROI DST IS FALL FROST PRDTIXCMN IN UEU OF STANDARD FDUNwTnxT TRIM IBARPQ AT CODE REQUIRED AT&T GENERAL NOTES FROST DEPTH. 7. SHELTER YUm BE AMCRCRED R MS FOLINDATKM.ANCHOR IN ACCORDANCE MIN SHELTER MMRBICIURER SPFCIFRAIWS. PEEr NUMBED - A- 1 at&t Mobility 11 11 AT&T Urr I 111111. 1 UD WLL B0.i LE —r_• `�� Sprint 4 \\ 1111 -��. ✓,/ —' �� =TofatheT with Afi%TEL CENiERVIIlE WATER TANK \ f PROPOSED AT a) - CONSTRUCTION DRAWINGS ! • \� A I 0 09 0� 10 roR SUBMITTAL B 07/29/f0 FOR COMMENT rmDQ AND wr¢ux EDGE oc uPPaT A 07 01 10 FOR COMMENT \\ \ CDAY TRENCHING. STEEL TNIK . EDGE OF CONfAE E ® Dewberry 1 1 \ PEpEBNL EDGE EN ENURE o wA'ENENf EDGE OF NNRE InQ FENCE PROPOSED IXSaNC ACCESS IEASFYN k 7 a anpKJ CRM ORAtTMT A'J ;-Ack (su rare I) WfM'EDUCTE K �4 -Dwrs On once) t�O GNIL y PROPOSED ATST NO 33886 O�ND COAX PROPOSED �S PROPOSED ou - 11 eS rox ED PROPOSPROPOSED ED Sall oReYN Gn AUI J GENERATOR s REGuareD OTTJ \ REvcrED c: eea `\ _ J-0• PRoaasm e , CKCJf®ett PIPE;A-a DORK Pam PRDPOSED�. $'- �• aROPOSED A AE LEGEND I PRGrc!MADRID eoaG,om ADM$DATE \ ° ` I SITE NYRusG LOCs Los PROPOSED 81 0 HER READ 345 OLD STAGE ROAD ATA:T!DICED CODE OF P'AYhYENf °GG S.F. E CENTERVILLE, MA 02632 e WIDE ACCESS QVE PROPOSED D ��i TREE r M] are PROPOSED IV-S•Y EG-0•e SKEET TIRP A-J CONCRETE 870OP AT.T EOUIPYENT SNF),IER A-] PROPosEo r SITE PLAN AT&T DETAILED SITE PLAN eDOD cruml Am.E AG'-0• t11O'FOR RatT4• A-J GROIMD PROPANE bNN aN A crorsRETE PAD ,. FIELD LOCATE TINE A ROAD AND u sNEErrnmR,0 TO PR� LGuNWATm GEPAmorSPARK ZONE ro A-2 VEDEE txiAz �.,�RaE atoc� PORT lmG1NIN .. a YAxurAmuRm SHELTER SHELTER . A-s mCONST""a"OM +' 'Dom EXTERIOR INTERIOR - A Moblllty 0 a.�. aTlCREIr SIDT � �. 1/1•/R M" SHRIEK R.DDR r—+-o' t'-to• maa,oRAoc I ... N 0 12'EAC" - PAo : AYENR w e{ maT- Spnnt'� z r'-e•wx. (we aR Pa on TSpe h E-with NEXIBL '^e• ''' A-J orb-R2AtlR C ® Ur NWPRENE mm a -- _ NRX YFH CENTERVILLE n s/{•EAPIYFR A ND t. wan ooDR I —RIIN smim WMlPACRRDA WATER TANK - DtnRc NN _ PRm ro carta eCTION. - ' CONCRETE STOOP SECTION �2" SCAIE ICU& G p. - E (n'P.) CDNCRMW= PAD CONSTRUCTION DRAWINGS PO 2 PLAN FDas®sAe AN t WflX=IN `den � { mxDRE,E smP e. esm2 os The aw s,REmiwD"`ND NN m o oe a to FOR SUBMITTAL MD ---- t'd s•CNAYEER Nm11MD e• B 07 28 10 FOR COMMENT . - --"1 �" A 107,101/101 FOR COMMENT P.D Dewberry-,i (PPOf D 3 ee�ln RGR i Des: • APPWM MU AL.CaNRr E a- t. USA�Ndn A ft DR. K.M _ a muff ANtatDRACi J i FOR=AND taMTtON OF ANIMM Alm anml REWJ=WN S.SE£ y� r mYPACM DRAW. )Bm'& PIaINRtm tueDnAOE EtADWEdT ADmR DRNEem4 - �P�tH pm Ptelvnm sueawmE SECTION t. Immoc. - s A YmaY ro DE m mu mm"vAlEtat� i s ISexoOuxlslm s A mAAtlOR o[rR,USE oeTAE.a M a� a od.Aa m aw+n ral aes znvAc oa eFi,Mlq BIRATA YEDAIY m DENSE ergs CRANVIAR IEATEm,E DR i YNNTNN 2•NIN.DDwr m ALL SIEFL RFai01lCDIFNf. CD O.=aRAYL F LL M OOYPACIIDII t. coNtRAcroR m VERIFY ANN.sNEttEN DDR2E�DNe PIaaR ro eoNsmuelzlN OFFOIAIainN. - V CIVIL y D. allzr b AND rtu SItAIL cxm%m w awl sm NO a MKM mimewit Alm ors taws mrmsr w aux m¢.No 0e1ETDaaIa i CamE sN,LL amps AtStN FRdI TIQ CallaatE Fuo m AtlmR WR PRwEn,rAlvt Rux oFs. .. .. Dnct0ams YA1EtaY9 aR a11GAlICB m R usm.. YATpiYtB w mDAFecs m ea tam It10 33866 s. amlmR to M m FaVI 1=PER SMTP YANUFACt M I MONNII Dmoxa - Q� Rom Is Etxod ED s A SHMUM w use DETAa a T OW. - FOUNDATION - MINOR ER PAD FOR w IF sm a eEhom lmR YmWN m nN'M lh=CRANYIAII wir>ar DR aDYRAam DRANK WALL$SLAB DETAIL MINOR EQUIPMENT 4 ON FYL DaR muwrnalA. s,.,,•.,p•-,-0 3 mAtc N.Is a m Be us AM Fst MINX mx61Sl a 0"ors.ID WIMEMS wTERPLN OR oPCv�is N[aM PRF� r® _ s m erTmm on g 4(Ia CONCRETE PAD FOUNDATION tour,s/e•-r-o. t o=l, Wn oPErDa tr-r - a StRAxDs av+-PW a r { e (t7-C•wip I I m",Rd me *D avmrD on t-t/r aK I I •1Tomas am Rmt DRAB"B''•. AeH Ar aK aNEr ' FDINIm CRADE - I@YIOaD ew 88R G i -- am=I fM - PPe eaumLim -t/`-1CP RAa Mw/t sINN mm ON EAdm PIAsm e•CINSMD sIDNE NEAw-0IM A0e IAIYBN! ttomss2e ON mYPACIFD 6Ue aRN$ 011 DrEAVEl 21Y-e DA IROGRIa Y-1/2'6AlE POSt _ (GwTEIme tm Im TIDomm _ FD=FABim OAK IAT e� - YNaONRBm aR r dRR Tz PDR Fav91 a ANDi-1/2•mR1O1 PpSf FIWiaT MIIBiY! eaD2,a18 mmVC:tm FILL FDNZ FA .. UlrCll RED p W iF1BaN e/Ir v {'DR[lDxd 8�AO�e GRAVEL YARD SECTION �1 Dn�vAAoecRONN MR p a� sausr N.T.% etRC mNtdmw8T mANER Axo oAK 345 OLD STAGE ROAD a r o rr o4"m`oR a°�"r FINISHCPAK w . E ENTERVIIL E, MA 02632 tDRn EAtam Du a oA,E wan. L m mPPER {• TYI+. DRaVxD stwv,2 R S�nPe ,a•wal.mxune (ett wmxdxn 9F�) sm Nam 1 d Bat 111tL FmTdo d soa For 1rmaE(SEE NDIE t) uwRs __ VIIEm1EpAK Po3T5 ,r ION.mxDaDE r DPII era aE2v AT&T ` u d txi roR K ECDTdo Emiwo HNC. Rntl CONSTRUCTIONI_ �_ .. rc��.�,_•_'" ,. KTERIMiE fadINR4 EaN Au iDmE POS1e e,tmeE:s DETAILS --- c\ y 3 am m om Ports r i{•Pwe RF2AE uvee a D, eRm Al r m AT A l `weamI m,•' Y"��DRDdAR,'mRRON t. WADE Arm aafaL A@ RAP ws DtoeN ON P,Ata TxW r-e•,Cda E N AN r DN MT,l Ir iwtD T,rt aamRADE eAa1D1LL DENtEn fNaf IN na NDIr AND iRl m mNCRDE tW �T NWeFA y+ aRml.R IrOa[B BEWR PNtSN GRADE CDAT BACIDDIED i BWDND etRATA YEPVM m DDrg 116E'f wAMAAA ==m DF PDet MTH mAE TAR AID RAnD,LL on wKRYE oR ACCESS GATE mYPAa1FD Cwva Fs,.DaR D FENC E AN IIFIL-0PNNdO cNAw. ROAD CROSS SECTION WITH SWALES A-3 8 r.NLTA. A BxeDRADE!PLL SIWI.mNSLlT OFaF1N fi=ND i AIT 2 WOx DR EDRad0.�Pd-IYFC NU@S A4�IB OFIETERmu9 ENTERW9 aR aRGVaC9 To K VSEa. srPu AtlmR FT1R leD w qK _ANTENNA ANT 12m ryJ, ' - .1.. iraW EIDIENVAIN AND ANTENNA ANTONIN, LOCATION Of MF ACCORDANCE MTHMOUNIINT PPE NOUWBY PP ENN SHALL BE N BB SIDE 2. MECPS at Mt A RCMDMC I-1 4•uWGTEN. Mobility FASTEN TO MIENNA _ -SOEOUIE N OALVANQED SOR ETAmE6 STm PPE R ' LW N K CUT ro THE REGURm MA M(MmMM Mf am - TO!WAG IEMD A RONRT PPE CUTTER _ 4 3/4'. - ro A EMOON AW POPQOOUTAR \ / wndso - _ JUMPER m ANTENNA - CUT ENO D®uwBLT AWra A/IV1W0 D� - _ gloom w NN10EN TD SRK AWCT 1K ANTENNA, NEOPRENE GAMT ATTACHED TO THE ANTENNA ' + ASEmEEE ME PCIA MOUNTING NMCRARRE ON THE To AND a STRAIT A AAl ER CARTE alOY THE SSO MN. J.ra MOUNTING GATE MAIL BE FABRICATED AS I wBfNL ra oEBIPFD LOCATION AS SHOWN IN DETAIL 1, ANTFMNA ro ra lYA POrf ILARH®-AND, DORM Um0 3[E �MICH GAWANQm WM iW�AOPIDER MIS SHEET. ROUTE A 6EmND JUMPFA CABLE Piml ra IGm �1U_ME SUPPORT v . NON ANTBGN m ra T PORT WARMED'ANT 1Gm. �Sprint k' 1. w ME J/S-1E IINC.7 W(ITT M Im HEX ROUTE A MIDI JUMPER CABLE MON TIE TEN PONT pPE SIIML MEN BE ATTACH ro MC ONOUm SEATS RRH THE rA9PA8 IOOUDN THE NOIID SI WARNED SITS TO ME TOWER FEWER.SE m ro a Bolan' GROIMD RR TO- ME TIN BRAG ETS.BMTE AND EUSIDAS UAY RE PRO NE ADEQUATE CLRNE NO LOOP ro REUEYE U-SCE1MOUNTING RATED TO ALLOW OTF10® T r WRh Nt7REL u-mus Iwormm m ALLDR FOR �-- •— ANTOINA GROUND �T�oN EOME YERBIOB OF ME ETD UNDUE SNMI ON CONNECTIONS AT EITHER EM0. �F+UEQ{ SITE 0. 7NHTEN.wi NXNRmCTONsro 1S-Fr18s(2m�n) Dj{IEZSIu�m(i®DnDJKiEOD� _ TO TBANTEN NA T 1 ORIENT ME TEN IN WE ESFLIED LOCATION MRM TTE - TOppR. OPS ORDERS)BM AMPIR TO WNRN RIE PORT PRINTING DORM OR AS REHURRED,NION ♦ AMENW' CENTERVILLE MT;NL 1RPAP HM uG WAX LIE ME V-OPPS OF ME TEN BRANUM Mini ME POE MONTRACON _ .7. MGMFRYIL ra CAERE fOlw[D10N3 PER STMDAIO ♦MOUNRXO PRATE WY 1E 6R9smInW RTIX WATER TANK Pkmg* s OR THE COMFIT YFOOEN. PRAOEss O RmlIDam BT IlCAN BENGNPIS EMTINERRON RE1OED �,E,�E�MOUNTING NO RM ]. ATIAG N ME RMR DPAGEIS ro ME"a MnNIP PImA MTOMHE °ANY.CM BE APAED OONLCIONBts41 GR APPROVED F1OYL CAPS 6tltlEE M1Rir duMPen lD ACCBPONO TO TIE INSTRUCEOMS ON WE PAGNOE (rADRDD aR APPPP'ED VAN COAX UIE . ANTE m., SCROLL N EACH TEST T TIGHTEN IRON EX wi.AND ra mLLAtI As T a NOTE J ABOME ANIOON NOR,INUT OM EACH BOG.TRT BE HEX NUB SOUFELY a APPLY CABIE llFB oR SIRAPo(NOi SUPPLIED m . MTAIE 4UNfNMNO ALCNMENf Ia7AlEN 1w wugNEr "C"RE ra rnmm m ra iTAYFA STRN:IURE. - - CONSTRUCTION DRAWINGS _ AND OAR ERACIET. 4. ATTACH A GROUND CABLE W ra WA USING ME E. mNmACTOR TO YIRRY"ORO HMORAIE SME -- - - PIE-0SWIID HEX BOLT MD RAENERR.PoUB TIE 11 CO111 ro COMSAT MUMM OIAORAII PUTS SHELTER . . - 0=0 GROSE m WE GROUND BM ON ra TOEER TO INSTAILATOII. 1 1 A'A AS RmWRD STRUCTURE AND ACTION SWUODY MTM SUITABLEBC 0 08 04 10 fOR SUBMITTAL FASTo+m. - 40.PONT B107/29/101 FOR COMMENT B Y A 07 fOl fl0i FOR COMMENT n. + TIC TMA CAN BE MOUNTED ro A SUITABLE FLAT SURFACE & MOUNT ME TEN TD ME WALL USSR;aWN.She DP O O 1 ® Dewberry& TRW BOL1R TOOT FUSSED),IOOIAIN,NE HOES w /2 ARO RR1 I. ME REAP BRAL2CB AND NO M A NPE UB[a. ME iW RRICICIE 1 7/C� 2 O PE-0BTALJEA J/II-IS UMC.6 I/4-NO (M N 1. mDacr I°NTR PIE AS UAmED ABOVE.1s0�L Nm �ld RC PFDIOYm PRIOR m CORRI VOTH ND GOR A9 OYASUM ABOUE."RIDES TO mrouMDe10 PiOO1 E 1YA RTWO EETRKT TB. a OONIRACBR m VORn YWMISO IMRORNIC RIS OT (�P�RE-WrALL THE MA EAYJCIS MD TOWOI TIE WY. . RA„ �� MOANTHG PONT MORSMGAPIPE �. I/EY CMY G1BLE Y�dMRBtl POST.' TMA MOUNTING DETAIL. 2�"MG MT' v clwi y ypgg 8CAlL KT.9 110 33866 I. IOU 0 RFAIWTi%OO/m ENC DSLWE RATED TO IKE. 2. TEN SAL NOT RE RANTER.A LABEL.STATING'UT NOT MPT BL - POST am1B CPS 6 MOUNTED Cf A C PROPOSED OrM WA AND aS ULL MTIOTED ON UNITO$0 a IS - W OE RROOE-OR- - NS CLEAILI AARBLB _ tomm10 BUR C TOSE71 J. F POSSIBLE,TAN SHAM RE I GUSTED BEHIND ANTENNA TONMUM MEND � PS ANTENNA •ON TRAM cis Is M1MwTW LCADRB 0Sn"xRRE. SUJ'C KT8 A. 1ARNEE 51RaCOlf IENGIN Di AAPID ro ALLOR TOR PROPED �'7"JC IPPUGROM a•WEATHER PROOe1NO AT UNISON AMD TAN d>NH61D18 a BOND TO GROUND SRO To INNRRO BUR MRN NO,S ANO GROUND RIFF ANTENNA,AND COAXIAL OGLE BILL OF NITERWR AND 2-HOLE GROUND LUG. + a MOOSAIE AND POLL OLwPS FOR HOOKING TO 2 J/0'GA.ANTENNA SECTOR STATUS COLOR COTE ANTENNA Cout PEW CABLE LOC AE U`MNO CENTER BAD COAXIAL CAME CCVCAL CABLE M Tmklmmj ER GRAeI Rtt ALH IO mm PPE P ADED NISI WA. (� DCANNILT 7. TW SHALL BO MOUNTED va mAILY. N PROPOSEDOR OR BXAm7M BOTTOM J IM'-e' 2 O 27W GG11 S CrRRED OJ IEII BO EBB F S. JUNIPER CAO1B OWL BS SUPPORTED RIMN 1 TO,2 MET DF EA PRO OR&FORODMRBN BOTTOM 7 1BE'-S' 2 O 270' , ITme OBBPI/T T PPo Bm10722 TOWER MOUNTED NATTMEN - z r7A7OMAVE JOB NOBASR Q00°S°JE AMPLIIIER/DIPLEXER MOUNTING EA R°Posm AR s VR Sooio7� ATOM s 1ST-e 2 e 27B' ° TOE oeaPT1T-0oN . SCYE KT8 (p) PRGEE-7 MWBER SOGSIOJB B PROPOSED IB&EB =10722 BOSOM ISO 1m'-B' 2 O 278' �, O CW607-OBPG6-03 SIZE mGRss EB PRO. 80 O NB 10791 BOSOM 19O tm'-B' 2 O 275' O 7T10 111-001 tlQIE& 1. COLDS CONNING SAML BE PLACED ON EOM MB P'OEm 19 0 NB �TMp°n BOTTOM 1BO 1M'-0' 2 0 276' 1�� O TOE 111 1 345 OLD STAGE ROAD - caE ALL oc ALL MAOGNIC HEAR ONNE ORS CENTERVILLE, MA.�02632 (uAm2a GP JUMPaG ALL AMPED GABLED IBM ra CONNECTORS. INCH COWO SNLL ALSO BE PIACW QI O O&m �71TNO�ssM BOTTOM 27O 1ED'-0' 2•275' BVO MON MMwRE EAR E CABLE 0 ((TT11pP CONNECIOI TIE 9M61ER NPNI ra CARE POST. (BE AGRI 1-4) 2.MI DRD TAP(SNNL BE MINDRON 3/4-NOR. m PRO EO&NO 1072 BOTTOM 27O ISE'-R' 2 0 275' ,1 O Tr'9 1�1 ow TEE i wPo�EN° E S l NOT THE WANNESS, Im Posm w s m 'TA^M°M BOTTOM 2ro 1BE'-R' 2 0 27R' �M1 B ° - AT&T ANTENNA B.O.M. or THE COO®TINE. EOU10722 me-ORBP111-0G1 & ANTENNA DETAILS a CODS MT OUAITRIY Of COIOPW NJOE TOTAL - - p - - - I,BOO - - 1] SHALL BE AS SPECIFIED IN WE M SCM'^.e. QUAIL MEET MIRE CABLE COLOR CODING DETAIL ANTENNA AND COAXIAL CABLE B.O.M. �1 SCALE-N.T.S. 4 SCALE N.TJA A—4 - - ' PRDPDE.BDNW DUtDROR T".( �$&$. - RESFl fwlED Ei&INTDR 1M111 - aB BAti4 s!E p,E01PIG1L . .. !TnrPNONE dorE R RnoAg Mobility ouadE of sNutm aNce MTRFSTOR 1-P1Yl5E.NaYN ' E>gmxCi„xO - 2/0.1/m a.fY Dam1NYFCT (B(/°OArQ YOB tlRCOxHEa (PEA 111Ni. NENiEL METER Rd.) u W'.RELERS Sm EN,rH F[W Z00 ZIP mM6 I1DNaW a1aaA Al1TOWln i TOG 1-PNARSE (BY ATlT YR.LIIY) J MIRE YCON1fUCI0R slw CONFRON W111 ' AM MoBILRY) • O J/J/O.1/E a 2.CONOOR BECRRf/iL PNID.W.TYPE 1 atIDSIRE .. aPRT AND OEsf v CONrtEWTOR 111/200 ALP IWN SRDIDCN.1R0/240V aNBIE PNLRE J MINE(BY ATlT INBRIIY)12'Xl2 S p ri rlt• a 'Ar MGTNERiM00F PULL W(,YPJ laRiY Ma UBIML Ea O O - ROM'(APPLY ANON LroNMmRO TEDIq aNmNNE WINK PNC SIREVE(SY ATv Ni TO�Bihtlr Wlpt N�(1E1. 4*0 NOR COMIT - - 816PLY AND INJTAII.W CO-WN7W - 4'0 NOR O W-aPPIOO AND p CENTERVILLE FJIISTHD ENmxc T ' 1°0 FINE smTFA .°A M RPE RAPO ATIT.EWER Elsmic sER-SE/anon. WATER TANK °Fwrwmi Iullm Y mD4N '' v�e(1/oolxr1Dao oN) NiRINC wuhlAT - LI-lf- e Y -- CONSTRUCTION DRAWINGS TLI I 1-1 J A-) m anllla ROD -- WEND INr14JpP�+180 IxnAu�EMiPA<TOR(TTP.) E _ ---- 0 OB 10 FOR SUBMRTAL �o�\- - _, B 07/29/TO FOR COMMENT -- Of 4Y SCN a m comm �=/T.,T/tao R 5/4•M--', A 07 O7 10 FOR COMMENT _ r J xncM PERK RwE ry0imam emu" (3)J/a VED N]'PYC (1)4Y SCII 40 PYC CONR.IF 4'DV.cciaurt DroaiMM 0 BC REND ® Dewberry* M/J/II'NYIDII WILL ROPE APPLY AND INSTALL 9!CON W=RELECTRIC - ELECTRICAL AND TELEPHONE CONTACTS ice' &S RVICE E RISER DIAGRAMRAM �1 POWaT ooalu n qdR TTLON.N[aDNYNn wEaN ��tytNw o E P1Na6 NIRER KED)BELx-ma0 n1eNE xlNleER: (eo0).Bm�Iew T rAR:mT SGV.E NLS. GENERAL ELECTRICAL NOTES 1. ALL FIOaRML IDMI MYIt E ORd d ArJ•..ImAxa WntN Aaa aa1VEONa=aNdn AND LOW,aOFs. ,X,...NEC• za N ONIENq NNIES Pro COINMIE NREDIOR FOR FASTOM OR ANOIOEgq PUPO=OR PFTIElRB10N91N0.000N M ROort NO .a.IN®11'Y BPEaRG110Na AND M o OEFK-E N9 wF M 1ME4 PWq. mN OONo,on PPE NNO,M R YMRF RE oEAI1Y UMDFIa1000 MT TC OONs Mq/OR INOOMNO WEFL WELL Ni 1 aNNrR11 a am rmlwo DONmACidl B uRRBANr a AIL.DR s .Orgngta ANq Mad m s PEEBOIa®uNgtM E maim IUD.aT OR NN•Nm IRgEN""rnuaRaRNcg ELECTRICAL AND TELEPHONE GENERAL NOTES: O®cONNoYi - 21.IOGORN a TENOdB AN./DR PEINFaKIq BTFEl ARE Nm NYWI LY ID.RTN AND.VEREFLPE INERT E WMalm PON BY - wN,OPRNT]Y rom Mm Ea®IOM vN:�P.r OR OWER WN=Wt O R ACOVPAI&Y Loci M RFAIim=WOF - ass/ONA � 1 caJTRAciaN dwt PODOId ML 1gNN'P/OIDK�T Ma E]ANIINIWN Wad WN1DR ro inE amozw a lN¢ 91Fa TRIooN& 1. mTEONNO COYPIERW OF NNRL PRONE OMIPR WON AR T EIECINOIL EOUPY[Nf PND M ACEIiK WN6EgNCitlw.. .YJL BwE A rINTTON MORE G AIL FNOPgs ro ra DRARAm sMDMON TEEEPN0IQ AND OFGm1C IOFa=&. PPO.E.T 1111aER iJalq ALL 10U1O1CIIOIB.=r EOURYETa,Mq OOCRFAV.E3 ]P. PaamAa016 N IdE RAIEO MILLR SNLL E EM®N AtnDNO1NtE WIII ALL APPIIGRIg CODES. - WEIRE PNN S AEd RINENYNATIC ONLY,FOYOW w CIO Y AS PG9NE.OONmICIOP sNNLL ENRNIN!TINT mCEW TO u PIL NAnREu NNLL E Ul 1B1eD.. 1 Wad dNML CONiOWN ro ra WTIRYL OiCTNOx DODE.Na]DDa ENUPImrt R NA NTANm a IARORO NOE VIW"WACRARER Si AND Pli APPUCAM OOOEB 3 CWIgONK WIM IIEOSY ANB IOFAL ETFCTmG1 DMW=/OR FI NI mill '• �� B. [Fot aTMDI.TtlI OF EWM EreTEEN q E PO WO1RY UOOED N EACH WNNIHDma PUILLWX J-W1 BIRCII BON. MWL BE Ul IAe6 OPWMIDD axc aN1FO MIM ETNC oElatgR Ain BwLL E INep IaMAE INBNLL®IN CONNFI.'IIOM. Em.N caINOAEg WRIT O i'Aft DL T01 m ANa NmsN AOIOI(snuiwl(aEIPB aR WOOI CONCRM BIABK N CONTACT WEN M EWN.IDam P.M.NGAINO%DI NNO-MAlls 0-ON w UIRaY MRL.IPPLY YE1Flt.CDa.OWE Ni ITREIY FOR YEi[A TYPE AND 6 DRNmMrtaR ENKL NRg11E NL IABOR YMERVYa R�EpIRYF1E.OHE =K COMRIRUCRON-L p 661W011 YETAW°�C T OWL 1 MNUL RIIOg6 9°EWLTnRE O�N1�1 TML 01T 81 8WL E 1 dR1COpDLIpN iMM6PORTA1gNL m FOR A COIPIFR Nq PROPERLY s1RIF)1,EMA�WIMI F.,A9 OgGlm dE IN[0-v FOR dIOOOR aNt 0. ALL E10RnE°d.k%IROUMD 1O6S ON INIE m RE IOGTEO Mill m towni n � DRMIdO9.AB Emil".NF>mNE WON.OmO MORE gm{ERm, a aEN®e Nir N DmgNT RTAIL INK NL LBim NAE&AND WY BE D9HD FORK PgaOrtED BY cODE FmROS BNYLL �RU[N v t-ER-Oq-RME PRgR m CR&aE1TNN. E'ONI) OR SWQS Type SEAL aaM N1.0BtE CONRUR.ML mNourt SNl11A N1AYY NLL SRE droua 1iME REVE10ED W. - - T. ML Ni AND OWN-911IL K NEW MID RI FEIMECT Oo1oOW WOTN RBINIID AND RIN1 E OF M BEST !.OONWIf AUN9 WY E aNPAOE YgIMIFD d aSIN09 OR MK1s asFSR dDGOm ORFIdBC.fOtEWf SNML RW 0. 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ON"Em JR1 IN-BL a11RAN1®1aT A PaWD 01 ONE i1T YWI MITE M OOR OF JOB MRPTANCE BY ONNER.MIY V.M a n=NEGI EEVAU NN aMLL BE OROIOmED M RI)i W NR AND ALL AMN.1�i DES MR TO WN3RO.ROIL MORN.WTERIA OR fONPNRDIf FWND ro E IAULTY WRND MV Pg10D Ii K DIED R ONCE UPON M lli PRDECT NNOTFR 800]IOTO NGTIF"7 K AT M IORKNl1S OF WE CaFINOIRL 9..aWINOdR SY61fN R(>aTNIS 9N{L Iqf Ot®O ONON. O lNE R6REANCE V.WB N EfCfF.D.NTOY M OWMR NR NRIIIFR RlRIN11OKY1 ON YERIDD9 Fd1 RmYmn M R66TNfJ[VAWE .--,.W.- R.smim fa ALL VONOMT ONLY-laoJ oqT TJN9 NHoL"A W PNu WE ON ROPE NuwNER Au Tw REPROgNUSL mo GE aMPIF1E ser OI FRa rs 0.8 q road Ltn NgRN'. TOIaYa IU`Q �DN� sag AmRfES 11. .RNNNRS ATAT M CONBNNMNTAT IF WE 8,9gMUq ItRNN=lW!R NR.N nOM AND WKSR°. 'AS NBTMlm' ]s.RFPORIE PRO=YVMdB CISAN PRaOSEt Oi MLFOE®Id�0.11M0 FRW WOIEE Na VAK W d A 0a6llffLig ND 1 CWRAIO 11 ALL eRDRsgm,oPE%OTNO IYNUNB.GTAIOq-P ORAWN0.gm.qwL BE TLIRED OVER m OR'NER AT JOR UMO D L OR 345 OLD STAGE ROAD a)YPLE1011. a0. All v"m ONRRED WRFB ROM MONO M=OF EOWPYFM ROLTDB Dn ROURO DYIR COIIaNIE PoIIMG11DN9 OR DDmI EIRBTNO stRueTUREs Nw1 BE dswlm IN NYNPM1 MN]IORFD ale,OWL)wN cwaua. °• CENTERVILLE, MA 02632 10. POMER SUS AND GNg CRYDIJCTDIN awl BE COPPm/12 u0 NNgIW uNll$Y sPECrt.1LLY ND1ro DnRmnsE ON J1. CONN1RnCtOR MWL NOE olsaod Oosmro an1R.R0 BTsta1. ANT OMNE SIIYL BE R[]NI✓m EOItONIELY AT NO 'h' "++- ICI")1ES ORwspa mxdi0lDRo ryo Ar0 Mq sYMION aLNi E 6olq. can. IA OWERRON. LNNFIN aVN Ito A110 SiM11 BC BmAAWeD NFWt RTIN 1NNI 6mN UmILmD1A IR!{Lb9 NOTiD y AIL aamnE Of IE BMOE AND ATlf YOdYIY UIIl11Y BAadDVn naT E wNmBD AIq JUYPmm m aladan " CRPOInRB OF tIB yYiTad, ENEET wu I& ALL WIND aIPAC®M OROIOa CONNCC11016 9NVL E agiil®a10D111 Ma aNlro 111M M.RInWT PRldl ro ATEN NI%M. Jl P1A411C 0°C18LE 1®. AXO WOUNO 6NWLL E MFAhr RdNlm In OIWBJD tAWOI RAtN Nn IA8lglin ro uo.rn RAat MRN AT&T ELECTRICAL 10. ALL anllNa CON OVIIIN9 BOCK GR•OE 111-OE ENOINE]DNIFNLY WOOED(aD R O OR APPROVID EOLLPIJ JA 0� pUaOld li BE ROM DIRPOR 9 FRON miff OF ORION RN TERI O"ll"N PRNf(°ROUm GKCONVERT A tr. ALL E1a0U0N an1ENWq.DNmueEore snvl E/]AJER s.uD T w B OceFR NINEEmPB rrnm crWam E INC somEa i 40 RISER DIAGRAM 1a ML CRRRT BRENm19,FUSES Mq EIECRtl X CARNOINT BNNAL IWFE MI RITEanP11M0 aITR10 NOT I E M N1NYW InEWOOENY SNNL Ilm EV06D am-EGCFPF nV0!BURFo anIAID ROASJ.DRG ENEPRDIq 16FD m mA�aD�81 BgRT CROIX WRIONT m RI Cn TIE/WY E OU°JMTM AND A Mm"OF 10.0a1 AI.C.COORRWTE ENORF CR= &APPIIO,[p ATlT YagITY 41 WNYRRt PROM m Oad4Mt 91FET NUYRFR REWROONIs RYRI UIBIIY WNPAIW. Ja oRRAgdD aaNDuadd awl WK A NNYW ENWm RAMV9 or r. NDERG U D O DU TU�UP 19. CONRBCmR RIILL PATW REWJK AND PAM ANl A1iFA MT NA9 EON S41A0Ea a M 0,RAW:OF M El=a ROIL 2 >7. AEL CONNRTNK4 ro ONOUND PIAIO awl INC CAD N'a.eTE ro M C[M1EA a M PWB.. oEGEB 9gMND SCAIE KT.S /1 .DNdEeiloNs m amttNq ROOD AR[MJq YALq POR 91aAN cRREsrgIB ro AROUND RAl®. �••� l GROUNDING GENERAL NOTES A e 1T II 1. ALL OWN CDNDUCR AND GROUND THE RING CONOICWR SMALL 8E/x A* A�/�R O SOLD,RARE.TUNED COPPER.UNLESS ORORMISE NOTED.ALL COUNECTI m M K GROUND RING SMALL BE EI MERLOCNIY WELDED.CONDUCTOR SHALL BE AT A YDONW DEPM SELDN GRACE OF 18 INCH ETi OR TO LEDGE WNMW BOND MObIINy ®O RAwU3 SHALL BE B INCHES CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM W FOUNDATION.UNLESS OTHERWISE NOTED: i 2 GROUND ROOK SHUT BE S/8.ONME"COPPER CLAD.HARDER,T&B.ERICO. INIdH1 AN LE EO 19 ENCO TOP a ROD SHALL U A WD AT OF 10•BELOW GRADE IF ,D 8111 LEDGE IS OD EXCnAPD,INSTALL GROUND ROD AT AN ANOE EIECITaOL ASIFR GROUND ROD EXCEPTED. a WHERE NECIVMCAL CORRECTIONS ARE SPECTIM 00LTED.COMPRESSION-TYPE OuWGD m . - C0 IIOUMT CLNMIM OR SPM-BOLT TYPE COHNMOTORS BHALL 8E LDYO. W.MOUNT E RUN GROUND - ° n ANtENKA - {. GRIND C GT r ASG IN RACE R AREA EaO.SHICHLLY WED GH S 1��I a t�•SECTORS Y - COND-MV AT 8•IHWE GRACE OR i WELD ND TO R U NIGHER. , COLD-GAG,MFA.EfOOBRIGGLLY WED OMEA END TO GROUND Rw0. 6..061ALL ORDAIN IN KTS AT ANTENNA CENRRUNL AND TOWER EKIT POINS. GROUND COAX LINES.M E%OTHERWCALLY WELD/a DOWN CONDUCTOR TO PLAIES, "'.To�eMBT 1NE4T NE%TEL RUN DOWN LOWER.A 71E Oro GROUNDING �\ �\ B. ALL GROUNDNG WORK SHALL COMPLY WITH AT&T CONSDWDCnON CONTRACT ROUNO C01X STANDARDS FOLLOWING COMPLETION OF WORK.GROUND S1STd MUST BE TESTED \\ AT THE BASE AND SHALL HAVE A RESISTANCE OF O 04MS OR LESS SUWIR AN INDEPENDENT CENTERVILLE \\\ • I T 1 I ® OF THE TANK 'FALL POTEMW 7ESTING REPO". WATER TANK T. ALL GROUNDING CONDUCTORS ON ERRRIOR WILL OF SHELTER SHALL K \`♦ I j 1 1 INWAEIM w 3/4.WN 4o PVC CONDUIT TO la•BELOW GRADE ATRIOI PVC 1 I orm GROUND /p . WITH GNVAIC ED T.CLAMPS 1 1 WEIR / S. CONTRACTOR SMALL HAND-0I0 IN AREAS AROUND ourmG uMmm CONSTRUCTION DRAWINGS G. NOTrY LON STRUC ION ENGINEER IF IN=ARE ANY OIFICULM DWALUNG GROUNDING SYSTEM DUE TO SIZE SOIL CODRDNB. _ , GROUNDNG IS SHOWN AS SCHEIAIIC ONLY. IT S DEMED WITHOUTBENEM OF REIRSTMIN TESTING AND DOES•. \ \ --�i •. ID. RI GROUNDING SYMENI TOVEE<ANY GGRROIND RLSIMANCE�A B 07 2S 10NECESSARILY FOR COMMENf \ \�- -- -- A 07 Oi 10 FOR COMMENT FOUNDATION TD N SKAU.GO IO MEIN LOFTED AFAR SINGLE INXIND OF THE FOUNDAROM BHNL BE 106EMER m FORM A SOD1E FAOUBY NO EIECTRDOE Br mEa nEY OF ONER EPFECTN[MEANS APPROViW Br NEc 20011DIN E PLANS. ENONFER,AND BONOFD ro 11RI R TO P RNN AS GRADED IN THESE PLANS.(I SPECTION Wr BE REQUIRED PRIOR m POURING CONCRETE AND ® Dewben�& MUST BE COORCEATED BY CONIRACTOt) 7 GROUNDING LEGEND ORO»D +a.IN ACCORDANCE WITH RED EGGS RBwnREMENTS.ALL GROUNDING ELECrMIm ePB PRESENT ON SIZE SHAM BE BONDED 10GENOR O)EBRIM SOW RED ARTICLE L1n,nC. ., .... 200°0). SUET HALING 81A .e OG,UM`NF q \I� ----__—GROUND COPPER WIM SIZE AS NOTED %/• - PRONP' t YEDNNDOL GROUND CONNECTION ® SAVO'COPPER CLAD STEM GROUND R09 I ��L✓� Wft'�33966 OWIHERNIC(CAGWO4 CONNECTION A-B aRDGMD GAR � AND%A-7 PRON75ED GROUND RDD DJ.PODD�R 1 YYGYP:x) EITm—m G19LL I'� (VDNED IISDIIE I n �9-------------- MALD DROP GD WEO rAYEaMoc ENTRY PANEL DRAWN eG AEN 1 )G0.010W A-T ASSt?IWI[8 RO®TFD BY: MR BIB Afm BOI (TYP.) I. GROUND ODm NETWR PER KmFI BW PPB fTYPJ ' SEE&4 FGlft GROUND UVROD, ME- I 1 7 WON AT&T YO®RY OA FOR AW NOSFR SCOW WW �a AWD BGII c a f J 0a ma DOW, PARTIAL SCHEMATIC GROUNDING PLAN�1 ✓PORT o�IN GROUND BAR D wild ro RABA=NUNWM I72--1 30 SCN2 Wi.S m CONNECT WITH DIDGIME �AUG,GaGIDm n AwG BOY(MIN+B•BELOW mgDL DaNH� � ,. Ore a ecn FROM THE NM GROUND SHALL BE - GG,MIED BELOW R m O COPPER aRo WNTElwD aw 345 OLD STAGE ROAD DA f0 THE POSE ABWE GRAD'. Wwwriz FO01 m—ND RND) COMELY m FOOD RO TV GROUND RING vnMl a X01E 110 CENTERVILLE, MA 02632 a. ROM EAoI NIOPDOlAL POE/BRKE m FOI OMEN AM ro RONFOROD STEEL /2 AWG RVK TUNED BATH VERNAL COIL IRODm ro Dlc p[TNDR OWNING,BOB, PPER GRAM WINE a. DATB AAIPDI DULL BE M/0 NO wED01G DAME OR ro OWUND R O DTP.-D . FtFJfIBIL COPPERBRAG, w TYPE B BOTHBLEEVE9 ON y�PI &dtl 11118 PAAD1 DID DESIGNED FOR EKOTHERNC LELONO 4. DATE ANPER SMALL BE INSTALLED SO THAT TT BILL NOT BE '' SHOWN UNI OGUN"NDD�W AT&T SCHEMATIC SUBIECIm TO MANAGING STAIN WHEN DATE Is FULLY FULLY OP PRDNSTAUEO BY SH%lER IN OTHER DIRECTOR. NANIIFACIIIRR. GROUNDING PLAN & DETAILS DIRECT GAWA. FENCE GROUNDING DETAIL OBOOD G °RITE AND CABLE PORT GROUNDING ON INTERIOR 'OTT NOD BOAR Km 3 (EKIB/007) OF SHELTER INTERIOR VIEW) REBAR GROUNDING DETAIL SCALE.NTa 4 A-6 SCALE N.T.S. 62 NDAND Tm CREYR FlNSNm aRAOE BTADAD TA(LT) • m"'"�' TD INi[PoOR R1AL0 NaYMD � 3 yy�5 OROYRa ROD Y6PECIaNydf0611'F14 M MIN AOAPRR6AND DaEMMS A REUDRD AND ROUND CONDUCTOR Oat&t Mobility y. =10 CONCRETE LD.CDORDRMTT 2 SOLD TONED OIIISDE fACE OF T MSFAU,—WIN GW ER lAeEl COPPER SNRIFR KALL 1 >r� OASARELD 'GROUND'OR TRaUND ROD'. C-TAP / - �mYP1EH1 IIVAC UNR TEST LOOP Ir BEILM GRAE 11A. TOP OP GRAD! H TRB/Saw �/Y�Y� SIFLrER7 6/9'P.1 DI'�-0•LOW COPPw AND= �DEAL�� AT CS AIW�� ROSE /WIN lUB{F NoI LUD CIAD(CRDUN LUR DF DG 1 TO n" nam —0 0 O O CFHNACUMT 'Sprint 1. aaWnD ro aRaum OVER 7 mm PTN T om) BMC OCCUR FASTEN M n"mom ADC,HAS Arc[ O R o �ln a woxuM � ToBeMer WI(h NiXiEI FLOOR PENETRAnGM) 2. FRDST UNE TO BE YT7tlr®. ./W4 Iola sauD GOPR701 NRE ro .. r drFRKNT omMD Ipia . - ROD ND GROUND ROD 3 GROUND BOX DETAIL 4 CENTERVILLE 6nuE,-N.T.a WATER TANK WALL GROUND PENETRATION_ �,1 HVAC UNIT GROUND 2 °P,m°1AT0N r SCALE N.T.S. --- - + SCAM N.TS. - NEWTON DERRUMAT COWPANI',IND. BUTNEA N L OR APPROVED Ea N CONSTRUCTION DRAWINGS A RA IEA9DIT(rw.) WASHER(TYP.) SAFETY NETER BOCNEr/IPIN A�Dee WALL m snOm. tp(eeBrYCGO AT I AND RAIX BTMMP59 1/21/1/2'(G1f Bai bMNKARII ro PRfl1DRTOa ]012-1 MALcs 0 OB 04 1 O FOR SUBMITTAL smumosaS 9R[L MLAI✓OWAIE , Di rARwWTD. DDlye .Indnuexw B 07 29/10 FOR COMMENT NUT ') A 07 OT 10 FOR COMM. TWO TOLE CM'PER ^s y OROUN NE COWPpw90N IFAIDNLL GROUND BA. WWI m TTOWa11�ND RNO CONIECIKIN tERM Dewberry* aAIECOPPEDrosE PoNOGROUND B1R SROUNGCa CAGE NEPf ro "' W6LMe ToNv6TIIN)A COYPIES9O1 lEeaNl(TYP)IIQ(�Q)•j SECTION'A-A' 0 Dewbeny-Goodicind,ITC. AUT.TYPICAL GROUND BAR � 'lO,-O`LONG I ID c +'D' 4 MECHANICAL CONNECTION DETAIL u CIVIL 5 ears NCa -METER SOCKET GROUNDING �1 No 39886 1/s• UNC x 1/2.80.T(CLU. !Fumm—Imm AT Lim SC"N.T.B. aeTcar aRDnm La �S N Nur a wAwOre ro TOWER LAouNlm - MPLF2R UNITS TO TRANSW ANTEA M �rio�:u�rtwra��//' cAmE Exrm Paine OMEN Purz�(z AWa) II,,/b SSTIiAN EDT (�TR ) ' /^" TOM GROUND U Aw)Y O �// mW�CML POWw mNMaN NEUIIw/lWaOm BOND p ANC EWI'MEM - im POWER 6UPPLY RETURN BAR(2 AW)) TKAM -AWY POWER sumy RETURN ERNGETTING FRMm (2 AWO) DRAWN en AW COAX SUPPRESSION CONNECTION TO EQUIPMENT DETAIL.0 jill2r m zsD,Pw REaumm rNwPRmnm aT ^~+ _ ReWEwm eY eensCALL TUTS � ANIETIIM GBIE ONLYPORB/BYEABE �COIINOT[CM�IRI 4fANDARO /�,n OT m�L FARix a=Tm PAD puRRn aRawD RR�(a AWo) aEuxm 9r: we(TYp.) GROUND MT(TP.) YETALLa COLD WATER PIPE(Ii AYAAWP)(2 NM) AHIORMA (Su NOTE) BUODOM SEEN(6 AMCABLE7 t2 ARD) .TDB NWL®C emDa]e WFATMRPmORNO Mr CONNECIDR 6ECnex r_Im Am.,u,NN1w u.rc OIYRFALE (BFE NOR» WEATHERPROOFING CABLE ro AU.OOLMUNIGTKR S EQUO."TRAIL PRDRDr NuYBERI e6D21aGe TYPE GAR-Tc CABLE GROUND MT arm(TYP•) sOMM GROUND BM-08(2 ARW) CA�OIBD TO WAr I6 AND STRANDED DETAIL NOTES:COPPER DOE ADDIR® NRE( �TO 6 AWO STRANDED C. GROUND BAR)(SFF NOR 1 G,2) TNd Q RIM SA' 1. EXCIR UCALLY WMA 2 AD RARE TONED SOLID COPPER MDA-MR TO GROUND BIW.ROUTE CONDUCTOR TO SUE)GROUND ROD AND PROWCE tw�L FRO. � ) ORE GROUND BAR P SAILEL moos c ML0 345 OLD STAGE ROAD RoomNUR/6O.DW z LSE PERIA NDU LARDER ro CRIW TIR LDEe eE1WEDl DVN I.AL NOT OLTTALL OiBll WRED DOWN AT A Lido AND x AND LAM DICK smTMN M.'A',n WON 1•RONGOAN CENTERVILLE, MA 0263E —ER ALWAYS DIRECT OAalND WIRE DaeW ro GROUND BALE WIDUL 2 AWO Cu STRWOED MRE SNFEi TRH 2 OROUNOING Tar NWT.8E AOREW suRmLauND Ti'E KR OREd,SOON TOWN GROUND BAR PLATE - BUW WRN 1M0-NOTE LUG. INSULATON STEEL OR IU ONDEDETO TQW- SCAM N.TH 7 "'c WEATHER PROOFING SMALL BE ANDREW TWO-PAT TAPE �' AT&T am'BIIDEI SUPPLIED WTM W. COLD S WX SHALL NOT BE USED. 1. DO NOT INSTALL CANE GROUND NOT AT A MR) MOW[RUN AND ALWAYS DIRECT GROUND WIRE DOWN To COM GROUNDING DETAILS TOLONER ANTENNA MOUNT TANK GROUND BAR CONNECTION OF CABLE GROUND GROUNDING DETAIL KIT TO ANTENNA CABLE DETAIL �, CONNECTION OF GROUND WIRE s Eer NYLMm Pr Rrs 9 Sae TUTS ,1, TO GROUNDING BAR DETAIL Eae N.ra Q_7 GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: 1. ALL NWRH-CONFORM To ALL cI-ARP-NEDERA.SOTS.AND LOOL,-M AND cavPlr MITI,YDImN wIREE58 sP¢DuwnN¢ /�� z CONTRACTOR SNAIL CONTACT ISO EWP(ae-aN-=)CDR(DENT-TION DF UNDEND OUxD UNIDEs PRIOR m 6[NR a WMMULCDDx.- 1. GENITOR AND I NL,-SP[Ix Oi ALL CITO STRUCTURAL. CTURAL.6 SCREE BOLOGNA DI TN[AND A FINIIWS ar NO APp1GBlE COU6 Q , INCNOIIL`.AMA 301 sPcaFlGnoNs EDR slRUDmwu mmaElE MR euILNNar,AND AG ale a[neD cox RECIIRENe14 ' a COMPACTOR S RESPONSIBLE MR CGNNwnW ALL REGUIRED INSPECTOM FOR REINFORCED CONCRETr Mobility 1 AC DERBJI BIAIL RE APPRONED BY OYMER9 REPRESEI UMI!AND SUBMITTED_ ro E ORN ER PRDTI m PLACNO CoxCETE. 1. NL CYENDIONS PA TOF.ES AND OM)TO W BENCINU%DPNIMBE STPUCNafi.AND SDE INPROYEYEDR SWL BE Vm6R0 N fIF1D RY CONTRACTOR MM AL OBCNPAADf3 REORTED ro M DGINEER. ]. COMCREIE SNAIL a 11)IAIAL aIRNf,e x AIR ENIRAN 5R1 WM A[M%IYUY W 1'9Y MID P IaYE A MINIMUMa DO NOT CNAME SUE OR SPICING OF STRUCTURAL ELEMENTS. COYIM69K 6MDOM DF 4000 PSI UNLESSOMbPAiSE IKIf[O. A ME LAND cw MATERIALS SMLL OI UBED:. B. MINED DROWN ARE TYPCWI SNIIM DETAILS APPLY TO SIMILAR CONGRIONS UNLESS OMFAMSE MRE0. - MEN.D CDEM: ASM C-150,TYPE I M a REHRORCEMENT ABLY"IN PWN Slm MELDED 1nlE FAbmC ]. i11ESE CNNNG9 DO NOT IXCNOfi NECESSARY COLPONENB TOR CONSIRVCTION fiAFET W111CN S M FOIE RESPONSEUI'f OF THE CONTRACTOR. NORMAL. DEEM AGGR AM AN%CRAM 00.OFPORYED MNOAL WECR AGCEWTE ASIDE C-3J a COMPACTOR - BRAORB UNTIL AL STSUUWi EIEDIS NEEDED DR MABNT ARE SGLIID.THEME LDENTS AS.AS FClDA5 NNAeE LATERAL.DMG.C.ANCHOR BOLTS.ETC. AIMNA6S NDN-CWD RIDE COMIOIDIO B. CONTRACTOR SHALL GEERUDIE DICT LOCATION OF ElmTMO UTILITIES.DUN PIPES.YENiS,M.BUM COMMENCING WORK a NeNIYUY CONCRETE GOIm FOR NEMORCINO sTm SIN-BC AS MILLIONS(UNt68 OTHERWISE IS. INCORRECTLY FABRICATE NNICON D,DAMAGED.OR DINSMORE YLSPRIDO OR FORMRD W1ERW DNDEIONS S OR C SINE m TH BE RETORTED E GAMER 0.DNIOiEIE-AGAINST FARM:]• 1 Sprint' PRIOR TOREYEDYL OR OCRIRDIIVE ACTION.ANY SUCH REYmYl ACTION SITYL SECURE MORN APPROVAL.BY WE OWNERS REPRFSENEATRE PRIOR n All OMM CONCROM O' TO PROCCI.DINa - n A 3 1'CMMER SHALL a.PROMOm AT AL IXEO.Sm ECCER W CCNCaR IN ACCORDANCE Rim AC 301 EDTION 1.%1, - _TO�SITWt with NE%TEL / P 11. EARN LDxTRACTDa sNALL commO TE RIM WE OMIFAS Rm11FSNTATNP,AND COORCOWE M WORN NOR ME ILDP1 W�MERS. U NOTED DIIEasE. - -- Il CoMIAMDR SIMLL REPAIR ANY DAVBE WSED BY CDNMUCDOx OF ME PROJECT TO MATCH ESEnNG PRE-CONNRUCDON CONDRICB To THE 7. INSTALLATION W CONCRETE WA61N1/WEDOE AICNOR 61YLL!E PFA EYA UFACIURm's RMTEN RDmYYROEm PROL�Um SAIHFAC)N a THE ARRBGN WASUB3 CONSTRUCTION NUMBER ME ANCxIR BOLT DOWEL,OR NGO stall m6oRY ro IMNUFACNRER'S RECOINMDti1pN MR EMBEDMENT DEPTH OR AS , . COS iM D74MAS.NO REPAIR SW IL BE CUT M HOUT PRldt EIOR830D0 APPRWAL WHEN DRUM HOURS N CENTERVILLE IS. AIL GADE/ODROM ENITIY/E10I PORTS SMLL BE WFAMERPRDOFED DWIONG V6GWATON USED RECCE SEALANT. 11. MEa E11END CaNmnIONa ro NOT MOOCH MOST B ONN CI MIS PUN SET.CCMRILYNi.RILL NOW'D=wL loam MINDLESS PR JECI B. A01mDLRm BALL CM AN To WE APPROPRIATE AM STANDARD AS REERECED N AC 301. . WATER TANK CONSICCitlN MANAGE,AND IANCOND GWmMTELY. _ - B. DO NOT VIEW CE TACIT REED REENNRC IC SAFE. IS, COMDCFR SHALL o6ViE ALL ARE PROVIDED WIN A CURRENT EST OF CD M AND SPECIFICATIONS FOR MIS PROJECT. to ALL DOREI&ANCHOR BOLT%EMBEDDED ST:II.ELECTRICAL CC1OUTM RPE NON$CRCNDS AM NL OWES E]IBk900 IS. ALL ROOF MWN sxA.BE DALE BY A CLUAL ED AND,EXPERIENCED F4WM CONTRACTOR N CONDIw1DN BOTH ANY CONTRACTOR WARwmW THE �AND f01NED DE7M8 Slav a N PUCE LRFroPE MARE a CO11Cal[PACEO/T. CONSTRUCTION DRAWINGS -ROOF m DNS=MAT THE wMaMY S 11NMNRED, m RENFTNIODED stall a CND BEM WHENEVER BENDING B REDNRm 17. CONTRACTOR SHAM.FOAM ALL RIDDEN AND DEM 11I0Y WE STE AT THE I D OF EACN GY. 1E. DO NOT PLACE CDNOR I[IN=TER,CE OR ON E ZEM CPNGD. . IS, CONfIRILIOP S N L.COORDINATE ROx SCHEDULE MW WMLORO AND TAKE PgQAMMW To Y0IBDEE IMPACT AND CORRUPTION of CTKm 13. M NOT NLOR CONCRETE OR S.AS.ASE m FREEZE DURING CONCRETE DURING AND=r MO PEROD.OR MR A WNGNY OF 3 O OB/04 10 FOR SUBMITTAL Occu E OF ME FABDm. - CAMS AFTER PLACEMENT. 19. CONTRACTOR SMALL MANISH VE>aNl WIRELESS MM TWEE AS-BUDT SETS x x NM UPON CNRIEIDN OF ROM. f1. FOR coo W OILER ANG mr-mmm BONNET[PLACEMENT.CONFow TO A scanx AC COx1 AID PmWYDGIDIs.N B 07 01/10 FOR COMMENT as ANIIDNAB A11D DMLIB ARC TYPLiYNLY P10YDED w VE@ON MRCS PRIOR To SUD�INN"I'm tDMMACOR 9NM1L COOPOOMI[WTIN MERLON ETIER CAaE=TDDIL4 CDDNmW CHLORIDE,CDC AM.SATs,M SHAIl NTH SE IVIED. PROTECT FRESH CONCRETE PROM A 07 01 10 FOR COMMENT MR11E83 PROJECT MW=70 OEENBE MAT,F ANY.ITEMS 011 BE PRpOLN.D W YmDCH WRUM ALL MOTS NOT PROVIDED BY VmROII MWER TOR I DAYS.YNOBDI. WRa=SNAIL BE PROM AND)STALLED BY THE CONTRACTOR CONTRACTOR WILL.RETAIL.AL RENTS PROVIDED BY MQXW BLOOM% - IS. CONCRETE SMALL BE RUBBED TO A RCOOM ORCUT FINER WADS OWL.BE SEALED ED STM TONS- at. PRIOR ro SBIIH90N p em.IOIIIIOL'IOR COOL CGBDON2 RTIN vEozDN R/E6S PRG.Imr NNAam ro CEIEMNRE V ANr PCMNS RILL a IS. UNLESS OTHERWISE NDIED: .® Dewbe T• WANED W MERLON MRDESS.ALL BOMBED PLAINTS MY N=NED BY VESDON MIRLLS3 MIAT BE OMNIEA AND PAID FOIL BY ME mom• a ALL RENFORCND Sim SHALL LE LXFORMED BARS COMaNSD TO,WYMIE CRAM 60.V.GENERAL CNEIRAIM SNYl HAVE A LCp6E1)WIND mNIRAL'lal STMT THE WOOD UNITS.�WE TIEINGSTAT%AGHGT ALL BETOGS CN a ADDED IMM FINING SHILL CONFORM TO ASIM ME& '. EACH UW A W ro COLLOID COMSRDDINJ MA OGM SPEWOUTONS,AND THORWC UY TEST AND BALANCE EACH DOT TO ENSLRE PROPER �• . CPFRIRION PRIOR ro roRNNG TI!BM OATH ro onma 'l1. SUDED ELF RmQDPCEIR7R S PERMIIED MY AT LOO M O CORN)THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE a3. CINM/LTOR SMALL I STALL AU.SM 60#=N ICCDDADE MDN VEfI¢OM WIRELESS SFMO IION9 AND RmMREYENI% (MASS A)NODS O BOTH H AM OM NOTED REINFORCING STEEL SHALL BE SPLICED TO OLVEOP ITS MLL TEHOU GPAC Y �,q (MASS A)IN ACCOMANCE WTIN AC 31S. V al. mIMADTOR BNAL RIBYR AL 910E oRARLW9 ro[1CNPLN FOAL REMNANT Mm MPROVA PRIOR m FAeRIGV<sL In MENSCO NG MAR MALD➢YEIr LMMIQ,A5 ODM U CD N ACORDWx WIN ACJ 31M FORM nE CASS FOR EM F1mmMED - '. M LE)Di114 AD BNR SPICED ICgllb SIDWN N M ORNINaS. APPLY APPROPROW YW6TJTII IN FACT=TOR TOP SIOL. . 73.NAS-r,CD OTHERWISE WORD VERSION M WIE67 OWL STORM AL NTDOM. O MATERIAL FOR OR CONTRACTOR ro INSTALL IADILIODLD ANRMwS,TAS, BM SPACM Do=Alm nE LINE. CA4-T$COYmQ14 PW.x BIOCI%9FiiCO MRQIODS.CPS ADMMA OPS eN6C MILRIOR.GORDON.CDD GRIM BAR 1S. OEDODC OF REMMmND SEED.6NL.CONFORM TO 5UD MANUAL OF STANDARD PRKRIDE FOR MASON)!CONVINCED m.PRIOR ToBLA3fA9910N OF®.COMiNC1oR BRILL VERIFY ALL COMMENT To a PROVDm BT vmG:ON WIRELESS MR INSTALLATION8T CONTRACTOR. IS. SMUVrURm'(AC 31e). J CIVIL H r.CONTRACTOR EVIL FUO641 AND DSDYL ANTENNA-TFDWi. - No 33966 L 10.Ill SLAB CONSTRUCTION SIAi a wT LCNOYnOCILT M11OM NIRIEONGL CNI3IMICIIOX ANOINTS,uNE65 B1oWx N M M ALL EQUIPMENT SaLL BE NBINLED ACCORDIONS TO YANACRDB3F3 SPm61GVIIONS AND LOCATED ACCORDING To VE@ON NREIi53 SPC*rAl M CONTRACT ORMIMS. AND AS S N THESE P.va - 21.LOCATION a ALL COSMCTON JOINS ARE SUBJECT TO M NFDARallel8 OF M CONTRACT DOCNIEIDS,mlFaaMA1BE ,AY, l� 20.SHELTER SHOL BE ANCILWED To FpNDAT=PER MDUFACIUR0F6 6PEDRD\Tws AND NO A'COROAVCE NTT)MASSACH SflP3 MARDD jams �EUBBRm MM FITROW STEEL.RAQ DR OroR L9 TNN a 0[TNu w M UNPOSED OCSIINCDOFI `SS/ORAL , CODE. >d M COIIIR/floR 81MLL SLPEA6C AND OWES M PROJECT ASCRIBED HERmL M COININL•ION SHALL BE 80LElY RESPONSIBLE FOR ALL = spum OF RAP,AT ALL SPCED mom SILL BE SUCI MAY THE WE UIP mEwFn BETWEEN NAIERLIDSF DOE,MIRER OF p CONSTRUCTION MEALS,YEn*M TENICOYmL MCIENCES AND P ocam s AMC MR C1oRNw1N0 ILL PORNGNe OF M WONT LNOd WMRKT. �R FAWC BEET B NM LESS THAN IHe soAaRO a THE DRase RIPE RIMS 7 INOM%NOR Iffi.nMN B'... 6•A/./0 31.CONMACDR SMALL.NNIP M ENDI EEC A MINIMUM OF/B MUM N ADVANCE PRIOR ro CONSTRUCTION 841NE MACE SPFL4W%iLY eoGRL• a1. BAR BIPPORTS�'a Atl GANAN>m METAL WON P/31C vs. O 7 DEALING M1'iIDOR,RAtl OR ROOF PDE1RAlIOH PRLLL UDUP COYDEcnDE,POUP/C COMFEIL BAI606AW YILLJIY iPENCNPO AND STHUCRRAL .9A AL MENFORCBIEMf EMALL a SOCDELY TIm N POI TO FEVER RSP1AaREAT BY COI6MYLOON TIWRC OR CONDRETE POST OR YWNIWo C1xMELYIDR FCR EODNEFCW REVTm Ax0 DNSPEOIDM. _- lE WOE SHAL a 16 GAME CO1NroTSNo To ASIM AS.. , as.SUB ON ORNR® INaWN Bn AN STRUCTURAL STEEL NOTES: P.CN PYACT MS CNRA M To ass DESITV AND IUD PACE W GTWAa multi SLAe, RDanEG en. FeR 1. A11 STEEL WORNSVLL ES GMMNCED OfAaOORMMCE ARM WE S4WCVE/AM A1aa/Al2I W UNLESS ORRANISQ NNm, a PROVIDE YAPOP BNtlOm BENEATH BLOOD,oN aROUNa ' CDC®ert PPB 2 ALL MICRO MALL a DOTE A E EC AND W]DI1p B1A1 C m ABC Ao A Dill NOT RNM,DDIx E YNYW so PER TABLE L 1.1EY0I STEEL. ON EDITION.11DRE W6U ID1DN E NOT INDOOR MS THAN LpBTH WEND. AT RI EMONS BU a ILL AU.OA0.ALL STOOL TD TO BE CD CMTRD OWL E TGM MOTOR BQ MfE 11 JOB NWBED 0000.K3N B I FOIL PALACE IMMIOR•ORDER=RAT LE SNIN.1m ILL GIEER Mm MAIN ro a ONWx®M PANTED m NATCN TAIL PRONE - .. TMPNm1�To SMRACE FCGROT SIDUND TOWAd AGmIm ML LEAST AWN OR A vERr AaauW.E%Axo)B RAIN m CBT BAIDPAPm EIXIGRE MTH A RABH BOOLIaie CODE SPECIFICATIONS: I PROJECT NUMBED: % BOLLTm CONNTCIOIR BWL-aARUD-GAIYAI®ATN-MIS(a/IL CA)SUPPLIED MM AMR ND N.mIM Utmm TURING END , NTH SNAIL NAME MMM OF IPA BOLTS UMESS NOTED MHEAIM9E 1. ALL,GENERAL.MODE TD BE CONE N ACCDRANCE NOW THE IMWIOIOwL BIUMB COM ERGS(RC 2W4 a SITE ADD A MCN-smueOLW CONINOT a FOR STEEL ODGIIM MR,Ug or OA GALVAN®ASAP A 30I BOLIB UNLESS NOIm ona" L a. AL BECIRIW ILIOML TO BE GONE IN ACCORDANCE WIN M RATIOIIA EELTIOCIL CODE 1Ox OBC GOON} S. CONCRETE ONAIAIOH ANCHORS AND EPORF ANNOxB SMALL a INSTALLED N ACCORDANCE'TORN YW WACIUIDAB RECUIRE EHS,SPECK a. AL SIMCNIAL MOMI 10 M DOxC IN IOCOIm1WC NRH IME AYpBCA WTDOFTE OP SILL QNSTRUCIDN YALMI,13M 0)SPEEWON%REWRED BY ROADRRIO COON BRILL a PEBDM®ON CiOe TO YNNMN MANUFACTURERSMAONOM AIOwS[LONG% mOMN WI=m) NMNACTREIm AIBMRI CONCRETE EOC[DISTANCE SMALL a MANWNED OUROro vS1NUTOM 345 OLD STAGE ROAD n USE PRECAMmW n PROtmuuW PER,RMB 01.1►lEl w¢DGIa aL1oJ®YRNS I AIL morale WNa TO BE RCN[IN ACCOROANCE MM M AAEMCN C NCRETS I STIDN[(An WI)EPCLRGTdb FOR CENTERVILLE, MA 02632 STRUCTURAL.CONCRIM FOR BUILDINGS (AN 31e)AND BUILDING ONE RECLRUNINTS MR mNFORt�OCONNOM 7• TALENT LIN ApWppANa Nml w ACRWOD WDDR�[E.®TWBDP NWD®TAN G LM®61m NOW SUB[�'�IN SOP oR APPIRCROOD SAW 0. ILL SCNFORxIO STOOL EmDT ro a DOME)ACCORDANCE 1MX M AC 310 MAMMAL OF STANDARD PRACTICE FOR OEMMUNNI RDMDROm CONCRETE sTRUCILIPER. SIaET TITLE B. ALL PROPOSED STEEL SH11 CONFOBI m IMAM 61mDM STm wIUWIA ABM ATB MM A YPRAY aTTEIaTN OF se JCL % AL CONFIRM BEM AND DOLNMN OORIISIONB SHALL.BE 1111101 V[RNf Of CONTRACTOR PER To FIBPoCOWL AlN DARIAIIKTm BETWEEN ECBONG • VERIZON COxONTlallS NID 1110SE 91oWN ANAL a AE'ORIm ro mwBTa1'FNRNmi DOEDMELY. . ' 1a caNTRACTGn ro IWa ALL NOC6YVM PRERaM1OM9 AW sslaE AS.PIOMms acaAm roa WELGDA Gx ra R0o1. GENERAL NOTES 11. ALL TNN(INTERIOR AND CDEOOP Sim MNAS EFFmRD SIT MEI TO a MNER TER CLEANED 10 AN SSFC S 011 POOR TOOL CLEARING To SI=T NUMBER SUE META WIN PRONE.MULONm M THE APPLICATOR OF SRFACE TamM6 PRIMERS SPECBIC TO TM PEAS aAacED N ANROPDATE TOP Cola CONTRACTOR TO WMFR,PMNNUB W TOP CCATB U3m RIM NOTES DEPARTMENT PRIOR m COMEIDOCOM AL ARW SHOULD BE C1JNm S.Ax m 401Np,TRNS.r ADHERING EI®laq DMRNG9 MM ME TIUNBRIOM EDOm PFATEFED EOIN Br POIFER 3AN-m AB ro NOD'AI NEWT 1/e'x F.ACA vRLVOUDY APPum f TNa NL RRiAL[B EMWLG TEED a EOOIT nPm ESROR ro ARIL APPIIGIIOIF a AM DOOL'dtE N Af! \/- 1 CaWICB AS.ovMBm AlDxO THE INEIDP bLRFAREB Oi M BMELL BODE OR ROOF ELF M TA015 PATER NMYaR MEMlDIE RFSIROHO �/ RtIMI C rt SAWED UARR6POIEcEPARTM TH[PRWIOFN m CLEAN-AIR M TAJIN ARO GGRE2T ALL SRACS N AtEOROMx MIIH AWA C362-0a SONmARO9 ND/OR 1M RAIm DLPJIIYDG9 G6IPUCOM% • I at&t LEGEND Moblllty � „� � - E>aSTING UNOERCROUNp LOA%ANO ASSOLUiFD? !:� H .:; °Eti°FMO EOUIP4FN, +-• + r (TO BE ROWM) EDGE Oi PAVDIERT . �: mcE UNe Spr nt", • • .Qn�o-+c cnx- _ ;—' / - TgKather 1WEh NE%TEI. $UDPP0OIR SIRUCfURF � -_— �. ro iNE • _ / C CENTERVILLE OO O O WATER TANK LMN FENCE r _ O e CONSTRUCTION DRAWINGS 08 04 10 FOR S7)BMRTAL 07 28 10 FOR COMMENT Ot 01 10 FOR COMMENT ' / 'A him>E!L` - _ DIefN1LD el LJ 4 / _• . V-2 SNELIER �,: ` i// _ 1. eE XL PORE PER MANUFACIVRERS L� RECOMMIDIDAMIM. ® Dewbe!`T! _ 4 AND OONCRM iND 1 "�• IXISIING 2 REARRRBUL PORT AF1ER /•/ C-e COM w�1D0tPPG�Rr tt \V�: = L e03TA0Amw • rry-000 ,Inc. BINUCIU 3 PROVIDE ALL S REWIRED FOR COAX OW710K !� t( Ff�tH mom MICROFLECT PORT DETAIL 2 PACO F SCAIE V.S. l ,/ No 33866 `IX6TN0 �`� j JI t`tt ALCEee G,a VERIZON RF SYSTEM SCHEDULE • ` / - ) tt 1t OWN er. AUi ' \ f• / \ tt E�usnnc SECTOR KINURI RAO AOL COAX MN(E MODEL SIZE.IN• �M• 'r- 1 GRf RDAD RrAmn GM, BBR A 353 mr-ra C9 VIC-Bee 1 e/e• 4003 A ]ee 1 W-Ya NPIRNOL ANTEL e1G-1110N-°CP 1 e/B• 100! 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RE ALLOW.0 .LE DETAILED SITE PLAN siml, INTO E0041BW oRGUIm SITE PLAN __f� mm mu� SYe1FY. SMAULSITE 1•PLA TOR 24%Se' - 4. COORONAEE CP6 ANTENNA ,•�,0'-0'I'm 1,RIT PROADE SI LE MICR PORT ON. 0 e tO FO \/ //\ R COAx MI RE000OD. ® V 1/N'-uxc x 1/2•BfYT(au.) DOUBLE BOLT a+ouu0 wG <s) (z) - .. at&t NUT 6 WASNERs 4.) 0 �� ' 4) ,� o 0 0 0 0 0 o 0 o Moblitly �''�"'®® 0 0 0 0 0, 0 0 0 0 0 0 a INSLL TOO aREEJI o 0 0 0 0 0 0 0 0 S111ANCED,TAP(CAI.) .L EQUIPMENT D - ✓ � CONNECTION TO EQUIPMENT DETAIL � o°° °° M cRallo aw a 1/4 11Gx dWOE m law.T HAS SrAL.N.T.B. / I \ (1) A NNE PATRON V WDN A NO,2 AN Salo Tlld®TAa. ° : Sprint! �"0E - (» �Nff T 1eY UNLESS 1_TD8B818E NE(TEL . • y� 1FiQ@ .,FOR STYLE BOB /NNE TAN - ?i 1.COPPER GROUND BAR 1/11s4".20•,OW 1M20 J 2-7.NDIE - .+ PATIOIN CENTERVILLE CENTERS TD MATCH NEIA DOUBLE WO CONRCURATON. AMD ow-ODLLNG SW WTa WALL N OUNNG SRNXM - WATER TANK b� bTNve1D 2 STANDOFF 0L92ATORA INRGER UMOWS PROTECMN,INC. - - .. _ CRT.NO,62N-AB. NOAAIMS AND A 20• LO NE10MIN INC WEDFD TALL 3 1/2'LOCxWA .WRQR Ca MT.NO.LESS »Ma01ESS WOOL IF)HGIN N VIM24 NNE HOLL PA^°N CETEES'YATMI NOW,MMI CONSTRUCTION DRAWINGS S/B'FRi D'-0'LONG _ - ♦WALL MOUNTND STNNLLSS STEEL.MOUNONO SRNCw HmER L�0 M1MIiQS0w11 SEE SONEINx:. - �I^„ -CAT NO.WSKT-1. M^/G " 2 AWO SOLO 1NNED - SM,SIC"ANERIGAN ERE MCE QWO)SOE AND - ROD GROUND ERE - 0.1 2-17+1-HEN HEAD CAP SCREW,NA MER,CAT NO. UntmOIORRSE REQUESTED. IS LPNON S M0 UN ES9- 0 OB 04 10 FOR SUBMITTAL AM. _ B 07 YB 10 FOR COMMENT CAOWBD 1. TO MONND RNO A FOR COMMENT 07 Ot 10 AFTEN GROUND BAR DETAIL �� aRNM ROD Ws am DDAVN scu "JAL INTO PLACE L FROST LNE TO BE VELORD. - .- a® ImwLe�RWRN.D _ GROUND ROD 3NJAL GROUNDING NOTES: ii//�C LL�O,``'' BREHT MyM i110�W,yaU1R AN1)"wNT NOB& 1. amuIDGD SY010M RDi4FAM2 51MLL NOf ExCFEI 0 aE10.i M '�N 0 DDIE 0) SINE 0) SwIE 8) Q7aaIIQ YNLAT O n 1-M-1 NOTE M ONON iDR WRNIEN Ba0 AMDOM mmuNmw RT aaE TO GROUND eAR(MD BW NMIL so 1F Pon S OFIOWN IMMQ1ED NoE8 RETORTS S1 wJh N> - � 1 NND.GROu1D aQN7®A1D ONMLLm Br aRlm MNGDACEIPER.1a AND ONE OMOIFIE>tm O PQTG OIOWNO bWWJID N1NDC, eN1Q Ex M D LDGIDIQ i IMOM ONPLLNNI W WaB1 CGMDUEf QMHINI1111'.IRO PINL F'OIDTPL g (y,)L,L$ A � A NL CEIL FGUDY�OR SiI)B OATIEIW EMU@ Pam+CABN[IS.Lee. w�M1ma KOING Tops B I�®an�MD�FFmF xmAlw vA1R V CIVIL r�n mYINMIFACIYROI fYD]iWOIOSIMLL Q GRDUNGF"N A"BRUS,, RIIII WOR N A CDYREIE ND M01YMlD TDIDTIML No 33866 GBI DGwM GP2 SEO SRNNUERS BED.NAROWARE 1 .WL.DOGSm OmIPD Renate ROOM Raw M Nm2 a ePIPIEIR q ALPIM OTIOR Qu IGR M.2EeILN ♦ ANL n MEDu. BB N iRGLIe.OWL BEBMmfD AND SNB.IOS OR ROJM OM aMOe.TE FOUNDROIS a OTER Ee1DD AKM M cMHt ANIDINA mAx ANIDOM QaAx ANTENNA TDAx J-PEAB TG IraD aRGwm. - eRFCRIRES BWL BE DOMED IN PRORIaY NKNNED 3/4-0BIN)FAo = aw BM GND OS aD NOE No RID 7W0 NME ICOPPF1t (SEE NOW 1) (QE NOTE 1) fQE NOTE f) On IDIc 1>. S. ANM GROUND ODLA RO11/2 AND TRNED SON oelGTe LEAD Q ORNDIRf. CK TO S N OAOIINgNO g1BtE CONPREMN TEAYDML a0UN0 BN ♦ aMNMACOR BWL Ilof m41U10 OQIDO aRpOQNO BtWtE10.ANY D1INW[ /E AWG - BWL BEREPARED ONBMIELY AT NO ADWONM.COST. OMD BUR am aw OND 1tw OND EAR S. ALL BLOWERS T IL[B OCE NO YEma WRET!>B ur 2 M OMID GROUND BAR /2 AWG - mustB.BMX®AND ANOEED TO CAM ORS,CMMN0N0 OF TWBH 7•/b A TINNED 0. AL NmDMi• • 6RC GZ BNOQ Men - MCO Q RACK m MH RS D T O l ABOONFLLT Q M[N LY M1110 DMm SESS, E ELEVATION IRMNamS m WORMER.N�. ensw11 O q A(1 ABQM tx GRNRD BN A GaDWD NOTSE�' M ROE ME OF OAK R21G -HMO UNS T. NL GRNDOGD WIDLLYGIN lDlAll Q Ralle CODIWAPD9 ARW CGRIf OI aYDMS M20a ro 1F101DNI01N PoUMf((Oqw1DID BAR.GROUNDRING Ele,z BERM BY: BBR COIINOCIDN9 ro amDlDm 1WA aRMND M."If . I fJOE SEAR WASNER 1TYP.) WASHER(Tv.) M ARa - _ ANIFNHN CMx OUND a aORDIO Oa0FORM OT IOf RLNBS[�6C 0 (EwFAf 1%L N S aECQD OO PPB ]/B it 1/Y HEX BOLT Arm alO OS ORWND Rp0 .. BNOp GNaRIp RR09�OREN DOfpRaS NFm 10 Q MNWID BI =N MAGI MVMOEL FARE ro IMEMAOCII. - JOB NIEO SC BOOalab 1 (IYP.) C��wCNOMR IONLD ELY a MURVEO OMD=M WALL MS A NIWN SEEING RADRS OF r.. BEUER is fD1aE POEM AT T16 ENR MIT Nor Q BOAwe TO amuHD RNa ANT PMMFCT NUM®1: 00D2/R0 OROIND BAR - DmO�1C�ET,,PDDEDfAWDIDI 1C W NHP vERQMI WIQ3ffi EMNQWI(BRIER.RE ' EXPOSED BARE COPPER TO BE WOUND QD OR CQNM O GROUND Qtl� BELTFA ERE ADORE101 OROUNDWG CABLE KEPT TO ABSOLUTE MUDMOL NO INSIAATON ALLOWED WI1NN THE 11. A4RO.OM majaw EHELM MONO ONQ OMLL SE CODED TO TOWER AND CowwssIaN TERNNAL(ITP.) ONNHJND GROUND RWB N 2 P1AC8 E . SECTION'A-A' 1E M IM M-G� R M l FMG 345 OLD STAGE ROAD' ODCIRODE"""'"e aRn 129 ON OPEN VVICTNE HEAD APPROND w NIC CENTERMLLE, MA 02632 EE- AND GROUND • 0D� M TNOSE—cwwcCl'lNM—a PAW CRPWRNO 1. DOUBLING UP OR STACONO OF eaNNEIE.0 MIST Q OWRWMTEO BN OONNImam) CONNEXIV Ns S NOT PEAMRTFD. GROUNDING DIAGRAMt—,1 /' Fwax�"^"woe EME zo aDmna ALL OnOUQGw BNOC m�I tTnE 2 aaG ALL uu;CwxN COIO+MRD ro Q USED OGLD MIA N®D W O) OWL Q SOMOm TWDIWA SmEEM2i 2000 NL VERIZON TYPICAL GROUND BAR GROUNDING DETAILS MECHANICAL CONNECTION DETAIL aNEEr NUYBEA BCAI£N.T9. 'T V-3 - * 'atg GENERAL NOTES 1.Au GWERSIONs TO,OF,AND ON EJ0.5DNG SURDINCS.DRNNwE STRUCTURES, OUTDOOR ELECTRICAL GENERAL NOTES ` MO SITE MPROVEMEMM AWL BE VEXED M FIELD.BY CONTRACTOR WITH - ✓ Ems/ ALL DISCREPANCIES REPORTED m ME OI00®E CONCRETE NOTES I. WBNIRN.OF SST DCT-ES OOMRACfOR 6 FCONBAIR 01 ALL,pB AR COMIUMS AND WORN TO BE PERFORMED MOEt TRIO CONTRACT. .. - 2.D0 NOT CHANCE SON NOR SPRING DP STRUCTURAL ELEMENTS. 1. DESION AND CO STRUCTM OF NL CORMIX ELEMENTS SMALL CONFORM m THE LATEST . CONTRACTOR®RESFOWAE FOR ALL FIELD VMW=Y K EDITIONS OF THE FOLLOWND APPLICABLE COMM AC MI SPECIFICATIONS FOR STRUCTURAL x iHEBT PLANS ARe DYNRMW,IG Ear,AND NOT m BE 60AIID. E�e 3.DETAILS SHORN ME TYPICAL•SIMILAR DETAILS APPLY ro SIDLAR CONDgNS CONCRETE FOR SURDINW.ALI 318,SUILMHO CODE REDURRI.FOR REINFORCED TrTAL UNLESSOT EMWSE NOTED. COMCfUr.4.TH6[ORAWNTO CO NOf IMCWDC NED6SVO'IOYPONFNfS TOR 2' ION OESHN SNAI1 BE APPROVED BV OMNERS RCPRLSEMA7R2 PRIOR ro PIACINO CONCRETE a WNRVCIM BALL RUCTION ALL LAeOR WTOWl4,M POE, COMPLETCOME DRAWN SMELT WHICH D TRIM SpE REBPON�UIY OP TRIM AND PR PER CO161PUra S STEM.ERMSPORAMR CIA.FOR A COIAPLETE 1WlCONTTACTDR 3. CONORER BRILL BE NOIIMAL WEONf,5 S NR ENIRNNm 31.Si1 WITH A W110YUM 4' MO PROPERLY OPEAINE SYsld OIEROQID nOm11OgR MD AS -O NDGiFD CH DRAMNaq AS SPE IFIED HERON MD/EI a OTHEMBESLUMP. AND HAVE A MINIMUM 2B-DAY CONPRESSVE F 4000 PSI In&= - REWSOM, r with NEML KBRACE STRUCTLRRES UNTIL ALL SIRUCRIRAL ELEMENTS NEEDED TOR STABLY' OTHO MSC NOTED. { ALL MATERNS N0 EQUIPME T.SMALL a NEAR AND N PERNOT OEIDIIION ARE INSTALLED.THESE ELEMENTS ARE M FOUDW6 LATERAL SPACING, C NWMM AGGREGATE WE SMALL BE V. MEN OOIA LM ANC STALL BE Do 1NE BEBf ORAOE AND XF TRIM SAM ANCHOR BOLYS ETC. - MANUFACTURER THROUGHOUT FOR EACH CLASS OR CROUP O'EQUIPMENT. R.DERRIGNE FACT LOCAIOM OF EXISTING UTLML GROUNDS DRAMS.GAIN S. TRIM FOLLOWING MATERIALS AWL BE USED: - - MATERIALS 6HALL BE LISTED NO MPILOSED BY UNDSWO11ER'S LMORRORY . PIPES,LANAIS,ETC.BEFORE COMYEMCND WOOL PORTLAND,CEMENT: ASTIR C ISO,714E 1 AND SHALL DEN THE BROWN.LNiEL'J'VIeIE SUNECT m SUCH CENTERVILLE REMFORCE E14T ASTIR A 185 NORMAL REMY APPROVAL WIERWM SHALL MEET WRH AWNWIL or WE oNOTON 0/ 7.NCORRECRY FAFOCATED,DAMAGED.aR OMEMISe MBRfINC OR AGGREGATE: AS IA C 33 dDImRW aAFEn AND ALL mYnMNG eLIOWa Mmxc JUROOOION, WATER TANK NONCONfO,WIERALS OR CONDTONS 9YJL BE REPORTED m THE WIER' DRINKABLE MATERIALS ESM BENEA�N�Q ND DI ACCORDANCE ��E - OWNER PROR ro ROIEM L OR CORRECOVE ACTION. ANY SUCH REMEDA. ADMIXTURES: NON-CMIDRIDE CO ANM ACTION SHALL REQURE WRITTEN AP'PHWAL BY ME OWNEFS AEPRLSERATNE S. REIIOORCIND DETAILS BWL BE N ACCOImNCE WITH THE WEST EDIOM OF ACI 31a 5. ALL NOTES. COIOIOCEO AD INSTALLED SEAL BE SURFACE MWMm UNLESS OTHERWISE PRIOR ro PROCEMN0. 7. RENFDRCOIG STEEL RAIL CONFORM ro ASM A 0/0.OWE 50.DEFORMED UNLESS NOTED CONSTRUCTION DRAWINGS A EACH CONTRACTOR STALL COOPERATE WITH THE 01YIIER9 REPRESENATM. ORBIWISL CODED LURE FABItlC SMALL CONFORM m ASHY A 185 CONED SF31 WRC S. ELECTRICAL WNIPALTEI BALL rwNn LAC HIS WORN N NXIGAONMS WON AND COORDINATE HIS WEN WAIN THE WORK OF O'MEO. FABRIC UNLESS NOTED OIHERWOE, SPUCES SHh L BE CLASS B AND ALL NOCICS BALL ALL DIAMOND O BOIL COUNTY.LOCAL EEEIODAL COMM AND O.AHA G.REPAIR ANV OAIAOE MONO l%INSIOACIIEI m MATCH EXISTING BE SANDAED, UN0. 7. ELECTRICAL CONTRACTOR SMALL BEOUM ALL Monomer ELECIItlCAL PRE-CON9NUCILDN CONDITIONS m THE SATISFACTION OF WE CONSTRUCTION B. TILE FOLIDMNO LINMUY CONCIEIE COYFJt SHML BE PROAOED NR RFiNPOREMO STELA PFRLRIA MO HMY ALL ATTIRED EIIB. YAl/ADFR UILE53 SHOWN OIEOYISE ON DRAWBARS' L CEIPIAR.RIB BALL BE OUARAtn®MR A PERIOD OF NO LOSS WAN O OB 04 10 FOR COMMENT CONCRETE CAW ACAW EARM..__...3 N. ON[YEN AFER nlE GATE W.LOB MOEPANE BY OWNEL ANY WOOL B 07 B 10 FOR COMMENT CONCRETE EXPOSED m EARTH OR WFAMER A 07 01 10 F'OR COMMENT ' 10.ALL��ABE/ F7RRY/gR PA .TINT BE WFAIHERPWOFID OURBNG MD WAGER..._............�..___...._...._II M ' ONCE,FOUND N Wmwm FAULTY a?HOLE EXIMO SE OF �. DHV�llAl16N IIS010 A AUCEE 9ENMf. THE CONTRACTOR, 11.ADVANCE 81M O IRON THE EOUEHL A MINM SPECIFICALLY OF M ROUTES IN B. A 3/4'EMIRFER SHALL BZ PROVIDED AT ALL EXPOSED EDGED OF CONCRETE,UNO,SO Q. NL COMMIT SWIM(CD.)BALL NONE A RILL WIDE OR ROPL SEALING PONE ro CWALL OR ROW BLUR.RATE BPFCOIGLLY BEFORE, ACCORDVICE WITH AM 301 SECIION 424. - • SEALING ANY FDOR WAIL ON aoa PONE7RATION.FINAL UTILITY/ ® Dewberry CONEC110NS POLRDIG COHCREIE.8A20BLD0 UETY TRENCNEB AND to INSTNIAnON O9 CONCRETE AINOHOIt SNAIL BE PER AYNFACRRREF✓8. 10.PROPEL[WE 0ANED TERM EE BR DP COMPLETE EECTOCN'A BUOY STEUCIURIL POBf OR MOUNTING CONHEI;DONS,FOR FNGMEEeNG RENEW A WRYER RFCOIIMONOEO P�ANCNOR BOLT.DOWEL OR R00 SRM1 CONFORM ANpOUOUITSDMARWas W WE Cou"Illmom Nlll@R 10 ON M801 PECf YP AMC BOPFC710N. Im EROSION,ACTUAL m MNUFACIURERS RECOMMENDATION FOR EMBEDMENT WPM OR AS SOWN ON THE t2 THE CONFRACIDR 6NNJ.SUPERObY AND ERECT WE PROJECT oEs n DRAINDIM No REB1R SMALL BE CUf WINOUf PRIER ENEHtFAND APPROVAL WHEN 1I.ALL BROCMIREM,OPERATOR MAMMALS,CATALOMIL SHOP OURAM ETC. %dk .Irma. HEWN.THE CCl=OR SMALL BE SOLELY REAONSIOE FOR ALL ODUNNT HOLED N CONCRETE AWL S TARRED NOR m PROBST MANARR AT JCO COMPLETION. L0/6TRUCIION(BANS.M p5,T�X�U�,SOUFWFS AND PROCEDURES IT. ADMIXTURES SHALL COMM m THE APPROPRIATE.ASTM BMW"AS REFORM N AO AND FOR COORONTNG ALL OI 7NE WOKK LMDEit COMRNCL 301. Lx OONOUSE WTOOR FELL FODUEW CONNECTIONS ON ALL LT1-aP4mB WM e01DNIN NwmAL' 12. CO HOT WELD OR TACKWFJD REINFORCING MOLL ;Dewpborry 11 ALL DOIYFLS ANCHOR BOLTS OABFODED STEEL,ELECTRICAL COHWIIB.PIPE SLEEVES It ALL CONDUCKNIS BALL 0E COPPER, GROUNDS AND ALL RIMER EI/BFDOEA ROO ARD FORMED DETAILS MALL BE IN PACE to ALL CIRCUIT WMAI®M RODS A"ELECTRICAL 6OUIPIOR SMALL NAME M BEFORE START OF CONCRETE PLACEMENT. INIERUPIING RATBIG HOT LESS THAN WE"DRAM SHORT OREO CURRENT ik LOCATE ADM1104AL CON91RUCRON JOINTS REQUIRED TOFACONATE CONSTRICTION As 10 WHICH THEY MAY BE AIBTECEa AND A MD01W OF 1o,XGG AEa C�3 ChAL ACC9BffiE m ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY W OLON JOINT. 13.THE ETIM OICIOOIL W`5 NLATON SNAIL BE GROUNDED AB ROOYIED BY N 15. RENFOACE®R SMALL BE COLD BEM WHENEVER SENDINGO RMUIRM AL A L RIDMI CD06 No 3JB66 10. PLACE CONCRETE N A UNIFORM MANNER TO NEVER THE FORIATON OF COLD JOUIIS AND 1S SA T MY TINT NN BEN DAMAGED N DE OVEN PLANES of WEAKNESS. MINUTE THE CONCRETE M FULLY EMBED RONFOR]N0. m S'S/ON NOT USE VIDRATORS ro TRANSPORT CONCRETE THROUGH CHUTES OR.FORMWORK, 17.N BOLLINS HOLES N0 INKIER WHETHER FOR F.V'TIMM OR AWAUMNG - 17. -W NOT PLACE CONCRETE IN OUTER.ICE ICJ:ON ON FRIME1 GROUND, PURPOSED,OR PEIEWLROIO 1NROON 1H8 FLOOR FOR CONOIAf RVN3 PBE 1S. DO NOT ALLOW CONCRETE OR DUBO WE TO FREEZE OURNO CONCRETE CURING AND SETTING WROOLLID�f ON Ohm�ER/E�SIB A R®MO PERIOD,OR FOR A MNMUM OF 14 DAYS AFTER PLACEMENT. g•��G 10.LOCATIONWEREM O7 UST BE AND AM FOR NE NR BEWOELY COMP AND iG. FOR COLD-WEATHER AND NOT-WEARER CONCRETE MATERIALS TERIA S C CONFORMWTA;MMQ H APNLDIB<F AG n10EMET MVBf RA SEiR MO TOTE IC S T APPROPRIATE CAR METIOOB Mo COOS,AND SMALL NOT BE US. NETHER CASE, CONCRETE C FROM WEATHER ER FOE,CALCUY, EQUIPMENT W N-MT.OR OINW DEVICES THAT CAN ACCURATELY IDCAIE INS ' - HALTS,C7a SMALL NOf BE USED.PROTECT EMSI COMCROC FROM WFAl1ElR FOR 7 MAYS gflNf0110f10 816EL lEl/01C3 KOMULL • 20. CONCRETE SHALL BE RUMM TO ROUGH GROUT FILL PADS SHALL BE SEA=B/STM 10.CONSTRUCTION, ALL IOXOBW �0UE0 LN6 ox BR To B[LOCATED EWON To DRAW gy; NN TROWEL. 21. FOUNDATION BASED UPON EQUIPMENT SHELTER SEGO A OLD CASTLE RCS SHELTER STSTEN. 20.SHELTER B PRE-'/RIM 00 TIMIED AT FACTORY.COORDOMIT FOAL POWER - REVRWED BY: 887R W-51N 20'-0'NIo'-0'HIGH PREFABRICATED SHELTER CONNOPIOY WITH LOCAL YISTECISR. . 22. FOUNDATI 10BE PLACED N SUITABLE SOL WITH A WMM M ALLOWABLE DERON BENBNO 31•E MATERIALS AM f. gRAIPLiB CHECKED W. PPW CAPACITY OF NEC P".AT A DESIGN DEPTH OF 4'd 0E1DW OPADL IF SITE CONOIIIONS" VARY FROM DOSE STATED AMNE CONTRACTOR ro NO7TFY 71E CONSTRUCTION YANAOER MD 22 uFON COIPLATUON OF WOI51,COHORT CONONUIIY BMORT C5CJ0 AND FALL I JOB ALUMNI SOWSB35 ME ENONEM. OF PCTIEMIW GOUNONO YNYD LN FOR MASON MM MU1EN REAVRf NASwR®�Il nE PRN[Of ER MASON AND APPROVAL 73. MAXIMUM PERMSSIBLE VARIATION OF PIER LOCA7ON SMALL BE 1.CONCRETE PIER VARIANCE m CLEAN PIER®OF ALL OEBRO REAANO FROM WORN AND AM WORK N PROJECT NU R: SCO11a35 FROM PLUMB SMALL NOT EXCEED 3/4'. A COIPIEIE Nm NEN4wED CANNIOK 24. TOPS OF CONIGRETE PIERS SHALL BE WRHN 0N2 FEET 0/EIFWON SPECW®.S WL AT 24.ALL EXI000R WAIL PE7MANIOS SKNL BC SIUM E SFAED. I SUE ACTRESS RETIED.TO LEVEL THE 04MIM ..+ 25.ALL OOROFMB(2 1NKD CR TCW m BE PROIbTED BY 1/4'P.M.PIPE 0. ROANE ALL ORCANC MATERIAL POOR ro PLACEMENT Of S7OR.O FILLING O REDIMED, AND 06URED m eXE7EA O TOYER. 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' 'I '•SEEN DRDSN INTO PLACE. /y :ef G. CENTERVILLE ---am�,I.J,y /t AWOL En i U x.PROSY UWE TO BE wOPRa m1f0 °ou9a�R m tw-NASD) - WATER TANK SOW OBESO1 GROW IOIO -------------------------- GROUND ROD` �/ B0T01OF10'° `�f SEALEDTa 2 POLYPHASERGROUNDINGDETAIL_-�1 CONSTRUCTION DRAWINGS � ,�S •, SCALE NTA - J 0 08 10 FOR SOBMOTAL 20' B 07 1 01 FOR CW(MIXf I 1 0 I A 07/01/101 FOR COMMIXf r - ({) _ - T O O O O O O_O O o - --j o 0 0 0 0 0 0 0 0 0 0 I - am GRAM 1 e - i O O O O O O C G O _ Dewberry- BAR I ° J- 1``'•{ 1I R1%i � _ i o W ° ° • PP�A Inc: ---------------------------""-- aGO O ° THE GROUND,GAA O 1/4•BOOM 1'SIDE 2C LONG,IT HAS �.�. GROUNDING SCHEMATIC (,) A max FATTENS . WITH A Ha:APD SOLID Team M I PNaa Nr ® O .. p YAM NT s SCALD H.TB 1L i(� ARE T 1 Y MILLb9 . HX V CWL _ No 33M ca ' 1EaFyG '"f 41rIe BOY �XDIE rALL 1.COPPERR-GROUND BM.1/{'it fflW'C 081P/Nm J 2-7.HOUR - MnM p /�•T CENTERS TOwiCll N ODUBIE OMRWMTIOM. 'cSS` INC. DEaATa6.HARDER Ua NYEO PROn7f ig11. O -oR tE CALLY MMODG BRAOEIS. EXTERIOR GROUNDING GENERAL NOTES: 2.STANDOFF Ca.NO.B2aT-AIL, INSULATORS RB Am A m 2V EXOTHERMICALLY relDen TALL 2.1/2'IDOlWAS1OA4.,NUMBER CO.CAT.NO.U ES.: a EIEE 11GOKMES9.WOmL 1.110"N NCI®.' 1. ALL GOWN CONWCIOPB AND GROUND WM CONDUCTOR 51MLL ee AWq SOW. 1101E MTTOW CDRDO IFDCI/®IA OOUNE ,/ BARE LINNET COPPER IRBESS ONEXII6!NOTE0.AIL m GROUND * .'WAIL MOM/DING STAINLESS 5081,MWHTBO BRACKET.11AMFER , .AN RE CAUL'. 8•y/0 CAT NO.WBKr-I. RIM SMALL BE ONINFRWGYIT WELDER COMaUCIOR SINLL BE AT A MOMM DEPM ffi SPECIFY M®SDIM WRe GAGE(MAC)EGY NO BE1AW GRADE OP IB NCI®Oi m LFDDE MUOYW SND RADP9 SMALL BE 8 0.1 -1D 1•LED[XFAO CAP SCREW.MARO[R,CAT M0. RD 28 IDIGIN 1S BEMAWD UNIESB Oar®. CONOUCIOR BINLL BE AT IEASf 21 aCH1E8 TROLL ANY iDUN0.LDON.UN184 OTHERWISE IN170. - /� - ORpM B1': AW L GROUND RODS SMALL BE W OMETER COPPER CAD SITE.NAROER TBB,ETSCO. - GROUND BAR DETAIL / • \ Y RIMEWED Wr. BBR OR MUTIALDN.70P OF ROD SMALL BE A MINIMUM OF IV RESIGN GRADE IF LEDCE IS ENCOUNTERED.MWALL GROUND ROD AT AN ANGLE ELECTRIC&METER GROUND - SCAM KTA'L ROp E CEPTO DRONED BY: PPB 2. WHERE MECHANICAL CDWMC 1 M ARE SPWNEA BOLTED,CGNPRESSIW-TYPE a �� CLAMPS OR SPUT-BOLT TORE COIIECEOAS SMALL BE USE,. INTERIOR GROUNDING GENERAL NOTES: A SIA„WASHER CffP,) WEER(TYPJ ♦ Mw OFF GAWAH DID,IN AFFECTED AREA 001IMMICALL WELD 2 CpmUC INN AT > d•ABOUT GAME OR FOUNDATON,WIOCHILVOR 6 HIGHER CND-GKV AFTER. I. GROUND SMALL COMPLY WITH NEC Mr.2SL SWN184 SIFFL IMROYgPE 1/2111 1/1'Md BOLT PPO6Gf NU1®Elt SW2103H OmEHERWOW.Y WELD OTHER END m 0 ONID RING /S S. D6EALL OROUNODW KITE AT ANTENNA CENERIUR.AND TOWER OCHE PDPDS GROUND i GRE330 COACH I GN GROUND CONDUCTURS�MIxD00R UIS sIRAAItD TORE WITH Nur(TW.).. COAX IDES.EX:g%MM1Y WED R DOWN CONDUCTOR m PUDx RUN DDwx Ene ADDRESS TOMES,AND T!GOD GRORIWNG S�. 0. ALL GRAND OOWIOCTpM3 m BE BURNEY HYGROUND OOMPRCSSNIN CROUNDaC CABLE COMPRESSION TERMINAL TYPE CONNECTORS OR CAD WCD EXOTHERMIC WED DO NOT ALLOW ND NAG S. ALL GROUNDING[WORKK)OVAL COMPLY WOE SPEW NETO.CONSTRUCTION COMPACT MATE COPPER WOE m BE IN CONTACT WITH GKVANQID SEEM IMPOSED RARE COPPER m BE 345 OLD STAGE ROAD bµTbD•TEl1�WSruBE TEBUWAN S�LALHAYE A 5 of a 011 WORK. GROUND { ROM faDUNOM CONNECTION ALONG THE SNOSFSf AM oMUM BW A oRaNaM ROSE CIOPT AS OTHERWISE INDICATSIX INSULATION 'TMME CENTERVILLE. MA,02632 IGMT TO ABSOLUTE MINAIUM SUBMIT AM IMEPENDQIr"FALL POTEMML'1E311N0 BEFORE. GROUNDING STRAIGHTEST PATH WT BE BENT AT MIT NICE ALWAYS A COMPRESSION TMMN (EVPJ 7. ALL GROUNDIG CONDUCTORS ON EITERSOR WALL OF SHC1=SMALL BE DOITIEEED IN MAKE 12•RADIUS BENDS.i8 WOE CAI BE BENS AT M RADIUS - SECTION'A-A' . 2/4•S]I Q PYC CONDUIT TO, BELOW GRAM ATTACH PYC WITH GALVANIZED t• WHENNam. FI IEVATION C 0. CONNECTIONS TO BAR SHALL BE MADE SRN TWO MDIE 6xEeT TIRE M S. CONTRACTOR SMALL KWD-0m IN AREAS MOUND OWNG WUTIES COMPPE99ON TYPE COPPER ASS,APPLY GUIDE MIMING hum COMPOUND TO ALL Lounma. 1.DOUG NG UP m SIADIONO of OOMNECMMS 0 NOT PEOOREA SPRINT NEXTEL 0. NODY CONSTRUCTION SMOKER IF THERE ARE ANY OFTIDIATES GOOUING 6 TES COMPLETED GROUND COMPLET GROUND SYSTEM AND RECOM RESISTANCE VALUES GROUNDING DETAILS GROUNDING SYSTU DUE TO SITE SOL CONGRIOM. FOR PROJECT CLOSE-OUT DOWMENTATE,GROUND RESISTANCE SMALL 2.CODE INHSRNO COMPOUNDTOBE USED AT ALL LOCKnONS. 10. GROUNDING WINES 15 SHOWN AS SCHEMATIC ONLY.R IS DESIGNED WITHOUT SFNEAIT OF NOT EXCEED 8 0106 W SHIER NSEm RESSTMN TESTING AND DOES HOT NECESSARILY R04UM IE A GROUNDING SYSTEM TYPICAL GROUND BAR TOMEET ANY SPECIFIC GROUND RESGSTMCE MECHANICAL CONNECTION DETAIL SONUED.KTB 6 S-3 ~• _ 4 Y r- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION.,. Map ''q 4 1 g9. Parcel j l� , l7 3�- U� l a"1Icatioo # - Q t. �4 Health�bivision 0� Scrt LAB " a �gv��k: `Date Issued 20 Conservation Divisionr Application Fee 60 Planning.Dept o IZ91�1 ��o ��` Permit Fee` Date Definitive'Plan Approved by Planning Board ' a Historic - OKH !Preservation/Hyannis � n_t Project Street Address 3y 5 t Iwl, (� F�S S 12 3 �l :r��' Village�,�_f�}�f2Vl Owner �."0- MN �i� ! 1'st R Qt Address 1��5 Follrylp `:Kr�•�Cf�ff2v�llf c�a�3a Telephone L Permit Request NS i✓l� i_u to o�o� IO Square feet: 1 st floor: existing proposed ( 2nd floor: existing proposed Total new 3�q 9 — P p �� 9 — p p Zoning District RC Flood Plain No Groundwater,Overlay N Lo Project Valuation 15 l." Construction Type- Lot Size �,ql t Ac.AAS Grandfathered: 0 Yes U No If yes, attach supporting documentation. N Kwelling Type: Single Family •0 Two Family ❑ Multi-Family(# units) NIkAge of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes N No NIA Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other N JA Basement Finished Area (sq.ft.)' Basement Unfinished Area (sq.ft) N/A Number of Baths: Full: existing` new Half: existing ne f et^j W)IN Number of Bedrooms: existing _new r , NIATotal Room Count (not including baths): existing new First Floor Roo Count' c" N/A Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other ` f jq NJACentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood coal stov'e: O"Yes ❑ No NIA,Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size= N)AAttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# 009 - 0 Current Use Proposed Use W Cl fi�_(L A 420.a£J APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1-WDrAf(Z.I4 ST UICT 1 IS Telephone Number Address Ile lad HAaftr) 4kr_,� License # roLt W0QA I Le I I Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM IS PROJECT WILL BE TAKEN TO Ial ► �� t� . 2 0 . SIGNATURE DATE 09 FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. a • ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME fa INSULATION FIREPLACE - ELECTRICAL: ROUGH ;FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING P 4ry� DATE CLOSED OUT ASSOCIATION PLAN NO. r 300 Baker Avenue, Suite 290 Concord, MA 01742 2059 MAY 191 AM 9: 24 (978) 371-4000 To: Town of Barnstable Building Dept Da teT051/1'8`(�9 Job No. 84401 200 Main Street Attention: Jeff Lauzon Hyannis, MA 02601 Re: C-O-MM Water Storage Tank Building Permit WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ® Plans ❑ Change Order ❑ Specifications ❑ Copy of Letter ❑ Samples ® Affidavit Letter COPIES DATE DESCRIPTION 1 04/30/09 Engineer's Affidavit-Original 1 10/2008 Contract Drawings -Original THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: As requested, attached are the original Engineer's Affidavit and Contract Drawings for use in reviewing the building permit for the C-O-MM Water Storage Tank project. COPY TO: File SIGNED. Kristen Berger, P.E. If enclosures are not as noted,kindly notify us at once. LAwork\84401\PROAConstruction Phase\Permits\AECOM Trans-Bldg Dept.doc' AECOM AECOM 300 Baker Avenue,Suite 290,Concord,Massachusetts 01742 T 978-371-4000 F 978-371-2468 www.earthtech.aecom.com April 30, 2009 Mr. Thomas Perry, Building Commissioner Town of Barnstable, Building Division 200 Main Street Hyannis,MA 02601 Subject: Project Design Affidavit Centerville-Osterville-Marstons Mills Fire District/Water Department 1.5 MG Elevated Composite Water Storage Tank 345 Old Stage Road, Centerville,Massachusetts Dear Mr. Perry: This letter provides the Design Affidavit for the Project entitled "1.5 MG Elevated Composite Water Storage Tank" for the Centerville-Osterville-Marstons Mills Fire District/Water Department. The Project consists of the construction of a new 1.5 million gallon composite (concrete pedestal, steel tank) elevated water storage tank, adjacent to an existing 250,000 gallon elevated steel water tank. The existing tank will be demolished once the new tank is on-line. The Project is located at 345 Old Stage Road, Centerville,Massachusetts AECOM Technology Services, Inc. (formerly Earth Tech, Inc.)provided design phase services for the above referenced Project under the supervision of a Registered Professional Engineer (Stephen J. DeFrancesco, P.E.). AECOM Technology Services, Inc. has been retained to perform construction phase services for the above referenced Project and shall perform the following: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals by the Contractor in accordance with the requirements of the Contract Documents by a Registered Professional Engineer; 2. Have Registered Professional Engineer or a representative under the supervision of a Registered Professional-Engineer present during construction to become familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the Contract Documents and the Massachusetts State Building Code, 780 CMR. 3. Upon completion of the construction of the Project, a final affidavit, signed by a Registered Professional Engineer, indicating that the work was performed in accordance with the Contract Documents will be provided to the Town of Barnstable Building Division. Please do not hesitate to contact the undersigned if further information is required. Yours Sincerely, �N OF rNga fE JMS c D0 FOCI-- w No.3 4W4 � T Stephen J. DeFrancesc ,P.E. Project Manager L:\work\84401\PROJ\Construction Phase\Permits\PROJECT DESIGN AFFIDAVIT-COMM Tank.doc The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations' ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information L _ Please Print Ledbly . Name(Business/Orgmizatio0ndividual): Lew VV o gl 6hw c6 u s Address: City/State/Zip: ]�QQf LloaA , 1 )( T p 17T Phone.#: b 7 - �13 9-M& Are you an employer? Check the appropriate box: Type of project(required): 1.P I am a employer with {.300 4. ® I am a general contractor and I * have hired the sub-contractors 6. X New construction employees(full and/or part-.time).. .2.E:1 I am a sole proprietor or partner- listed on the attached sheet. T. 0 Remodeling ship and have no employees These sub-contractors have g, D,Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'-comp. insurance comp.insurance.$ required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no 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. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. _ /l Insurance Company Name: LW!h/ C, 1 �/2-L /1M U RAAJC-tJ �"a/1j1_ Policy#or Self-ins.Lic.#: `7_ f1Q Q 1 Q (p Expiration Date:_ Job Site Address: 9S OldS_JaqLIWaGC _ City/State/Zip: p(,t(ZllI�'[ i A VJ&3I Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of _Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above/is true and correct Signature: /L2C.� 7�/Gi/Yt�,C� Date: off-�02 i Phone 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 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other 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 or 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, §25C(6)also states that"every state or local licensing agency shall withhold 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,MGL chapter 152, §25C(7)states"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 authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department 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 permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in _(city or town),".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, ins, 600 Washington Street Boston,MA 02111 TO. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 61?-727 7749 Revised 11-22-06 WwWrnass.gov/dia IT, THE COMMONWEALTH OF MASSACHUSETTS- Ews EXECUTIVE OFFICE OF TRANSPORTATION MASSACHUSETTS AERONAUTICS COMMISSION DEVAL L. PATRICK JAMES A.ALOISI JR. GOVERNOR SECRETARY AND CHAIR TIMOTHY P. MURRAY _ CHRISTOPHER J. WILLLNI3ORG LIEUTENANT GOVERNOR EXECUiIVE DIRECTOR February 13, 2009 Kristen Berger, P.E. AECOM (Earth Tech) 300 Baker Ave., Suite 290 Concord, MA 01742 RE: MAC File No 09-2B1-W0170-02,Water Tank(MM Water Dept), Osterville Dear Ms. Berger: En�Cosed-is a-copyof-the-final-determination-by the-Massachusetts-Aer-onaubcs -- ---- Commission (MAC) on your Request for Airspace Review of the above referenced proposal. The MAC's assistance is offered pursuant to the aviation law requirements of the Commonwealth. Please note that although the proposal is not subject to further action required by MAC laws or regulations, this office may offer additional comments after considering FAA's determination of its impact to a public use airport or NAVAID facility through the aeronautical study process. This project does not violate MAC laws or regulations. If you have any questions, please feel free to contact me at 617-973-8891, or email me at ioanne.ruddyCD-m ac.state.m a.us Sincerely, 'K, RECEIVED .Joanne M. Ruddy FEB 16 2009 Airport Engineer Enclosed: Airspace Review Form EARTH TECH Schedule of Operations CO•Cd• Insurer 7 Twin City Fire Insurance Company, 06-0732738, 14974 This Schedule changes the policy effective on the inception date of the policy unless another date is indicated below. Effective date 07/14/2008 standard time. Policy Number 46 WE QT0962 Schedule Number A Named Insured and Mailing Address of operations covered by this schedule. LANDMARK STRUCTURES I, LP 166S HARMON ROAD FORT WORTH, TX 76177 4. The premium for this policy will be determined by our manuals of Rules,Classifications,Rates and Rating Plans.All information required below is subject to verification and change by audit. Premium Basis Rate Per Estimated Classifications CLASS SUMMARY Code Total Estimated $100.of Annual Number Annual Remuneration Remuneration Premium CONCRETE CONSTRUCTION NOC & 5213 DRIVERS CONTRACTOR - EXECUTIVE 5606 SUPERVISOR OR CONSTRUCTION SUPERINTEN EXCAVATION NOC & DRIVERS 6219 CONTRACTOR'S PERMANENT YARD 8227 SALESPERSONS - OUTSIDE 8742 EXECUTIVE OFFICERS NOC - 8809 PERFORMING CLERICAL OR OUTSIDE SALE CLERICAL OFFICE EMPLOYEES NOC 8810 STOP GAP 9139 I Issue date 08/06/2008 Form WC 99 00 05 (04-84) Printed in U.S.A. R-1 L I POLICY PROVISIONS: Wc000000A NCCICOMPANYNO. INFORMATIONPAGE NCCICOMPANYNO. INSURER: Hartford Accident and Indemnity Company 10 48 Hartford insurance Company of Illinois Hartford Casualty Insurance Company 14397 Hartford insurance Company of the Midwest 0605 Bes L R P Pfm Hartford Fire Insurance Company 13269 Hartford Insurance Company of the Southeast 0621 Ind o F I Hartford Undenvriters Insurance Company 10456 08 Tvrin City Fire insurance Company 14974 SUFFIX ADDRESS:HARTFORD,CT.06155 POLICY NO. 46 WE QT0962 enevrel Previous Policy No, 46 WE QT0962 El 05 o. o e 7 Items 1.Named Insured and Mailing Address LANDMARK STRUCTURES I, LP (No.,Street,Town,County,State) FORT WO 1665 WORRTTHH,,MON ROAD ❑ TX 76177 Individual [] Corporation Partnership X other------------- Other workplaces not shown above: 2.The Policy Period Is from 07/14/2008 to 07/14/2009 12:01 A.M.,standard time at the insured's mailing address Producer's Name Producer's Code Issuing Regional Office IBTX RISK SERVICES 500633 THE HARTFORD 8701 BEDFORD-EULESS ROAD HARTFORD PLAZA I #450 HARTFORD,CT 06115 L j iST, TX 76053 3.A.Workers'Compensation Insurance:Part One of the Policy applies to the Workers'Compensation Law of the states listed here: GA, IL, NY, TX B.Employers'Liability Insurance:Part Two of the policy applies to work in each state listed In Item 3A. The Limits of our Liability under Part Two are: Bodily Injury by Accident $1,oo o,oo o Each accident Bodily Injury by Disease $1,o 0o,oo o Policy Limit Bodily Injury by Disease $1,000,000 each employee C.Other States Insurance:Part Three of the policy applies to the states,If any,listed here: ALL STATES EXCEPT NORTH DAKOTA, OHIO, WASHINGTON, WEST VIRGINIA, WYOMING AND ANY STATES DESIGNATED IN ITEM 3A OF THE INFORMATION PAGE D.This policy Includes these endorsements and schedules: Wc990005 AND SEE LISTING OF ENDTS 4. The premium for this policy will be determined by our manuals of Rules,Classifications, Rates and Rating Plans.All Information required below is subject to verification and change by audit. Premium Basis Rate Per Classifications Code Total Estimated $100 of Estimated Annual Number Annual Remuneration Remuneration Premium SEE SCHEDULE OF OPERATIONS FOREIGN TERRORISM FEIN NO. 98-0226458 Interstatellntrastate ID No. 917398682 NAICS: 236210 Total Estimated Annual Premium Minimum Premium: NY Deposit Premium Audit Period: ElAnnual Semi-Annual Quarterly Monthly 08/06/2008 Countersigned by Form WC 00 00 01 A Printed in U.S.A. AuthorfiedAgent Date L - =- The Commonwealth of Massachusetts For office use only al AERONAUTICS COMMISSION rspaentsce R OComments Received REQUEST FOR AIRSPACE REVIEW 0 AirportlQUpdated MAC File No 09-2B1-W0170 02 FAA File No.: (For reference only) Notice is required by 740 CMR(Code of Massachusetts Regulations)111.7,Hazzards to air navigation.Parsuant to Massachusetts Genral law(MGL)Chapter 90,Section 35B,the Massachusetts Aeronautics Commission(MAC)agrees to perform an AIRSPACE ANALYSIS and render a determination for the project listed below. IMPORTANT:All shaded areas must be completed. Soonsor(include name address. telephone number): Sponsor Representative(same data if applicable): Iasi Name Suttiz First Name Last Name S,Aliz First Name Crocker Su eri CrainBerger P.E. Kristen Company Talephone Compor" Telephone Centerville-Osterville-Marsto 508 428-6691 AECOM Earth Tech 978 371-4099 Address City State Lp Code Address City Stale Zip Coda 1138 Main Street Osterville M 02655 300 Baker Ave.,Suite 290 Concord M 01742- Email Email Project Description(please type or print clearly): Location,Height, Elevation Data: Water Tank(MM Water Dept) Nearest City,State: I Osterville The Centerville-Osterville-Marstons Mills Water Department is Degrees Minutes Seconds planning to construct a new 1.5 million gallon elevated water Latitude 41e 39' _ 29.6" storage tank. The new tank will be located approximately 50 feet Longitude 70e 21' 09.2" to the south of the existnig tank(refer to the attached site Datum drawing). The roof of the new tank'will be at the same elevation NAD es NAD 27 as the existing tank..Following constructino of the new tank,the Site elevation above MSL ft): 60 msl existing 0.25 million gallon tank will be demolished. The three Maximum height above ground(ft): 170 agi : .a i.1sh ngiaik:s%gi•l•io tai Maximum .s.a.x.; imum elevation above MSL(ft): 230 msl { W¢OI EUD _ftyS ` a . iII-'s.l E—r __.at -_ S "s - Nearest Public-Use Aviation Facility: Marstons Mills- Cape Cod Airport Rd_ntoLtype below,the name of person filing this request for review Signature JDate 21 t n tr_r`h _.1:. DO NOT WRITE BELOW THIS LINE-FOR MAC OFFICE USE ONLY�"** MAC's AIRSPACE ANALYSIS concludes the following: Closest Runway. 2.71 Distance from RW end Za 7&jv Offset from RW CL: Z-3'� KrLeft EJ Right Q Project violates MGL Ch.90,35B by fL [Runway Horizontal Plane-3,000'x 2 Statute Mites,150'above RW] 0 Project violates MGL Ch.90,35B by fL [Runway Horizontal Plane-3,000'x 3,000'@ 20:1 slope] Q Project violates 702 CMR,5.03(1)(a)by ft. [Runway Horizontal Plane/Land-500'x 10,000'@ 20:1 slope] 0 Project violates 702 CMR,5.03(2)(a)by ft. [Runway Horizontal Plane/Water-50V x 10,000'@ 20:1 slope] `Q'Project does not violate MAC Airspace Laws or Regs. MAC hereby issues the following DETERMINATION: 0 Permit is required`pursuant to MGL Ch.90,35B,for. Runway Horizontal Plane <._3 Runway Approach Plane 'Sponsor must submit a separate written request for a MAC Airspace Permit.Request should be addressed to MAC Chief Legal Counsel,Massachusetts Aeronautics Commission,10 Park Plaza,Room 3510,MA 02116-3966 Permit is not required pursuant to MGL Ch.90,35B No violations of Laws or Regs. G't.Ch.90 violation=30'agl MAC had the following additional concerns: E3 FAA Standards 0 Noise 0 Traffic Pattern 0 Wildlife 0 VFR Route Other This determination is based on the foregoing description of the proposed project including the location,height and elevation data provided bt the Sponsor.Any changes in the data provided to the MAC from that which is shown herein will render this determination null and void and will necessitate a new request for review. tgr f Airport E igineering,Massachusetts Aeronautics Commission Date Mac Form E-10 Last revised December 2000 r Hanei; Aimee From: eDEPConfirmation@massmail.state.ma.us Sent: Friday, February 20, 2009 1:21 PM To: Hanei, Aimee Subject: eDEP Submittal Confirmation for DEP Transaction ID: 227678 Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the DEP Help Desk at DEP.HELP@state.ma.us or call 617-556-1100. MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/dep/service/compliance/edepsurv.htm. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 227678 Date and Time Submitted: 02/20/2009 02:20:59 Form Name: BWP - Demolition Form for AQ-06 •Payment Information DEP code Date Amount ($) Payment Detail Contractor Contractor Number Name Address Supervisor Project Monitor Lab EMAIL ID OF THE USER: ahanei@ldmkusa.com ************************************************************************************** 1 ACORD,n, CERTIFICATE OF LIABILITY INSURANCE 13/17/2009DATE TEj PRODUCER Phone: 817-299-3800 Fax: 817-299-3890 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION IBTX Risk Services Hurst ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8701 Bedford Euless Rd. , #450 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hurst TX 76053 INSURERS AFFORDING COVERAGE NAIC# _ INSURED INSURERA:TWln City Fire 294S9 Landmark Structures I, L. P- wsuRs:Hartford nc M_Insurae_Com._ dwes.__ 747.8___....__,.,.__ 1665 Harmon Road RE---- -- Fort Worth TX 76177 INSURER c:Interstate Fire & Casualty 2829 INSURERD:Continental Casualty Cc _ 0443 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 4001 POUCYEFFECTIVE POLICY EXPIRATION LIMITS LT NSR TYPE OF INSURANCE POLICY NUMBER DATE M I D DATE M/DDNY A GENERAL LIABILITY 46 C QT0963 7/14/2008 7/14/2009 EACHOCCURRENCE $1 000 000 —1 DAMAGSTORENTED X (COMMERCIAL GENERAL LIABILITY PREMISES Eaoccurence $300 000 CLAIMS MADE a OCCUR MED EXP(Any one person) $1 O 0 0 0 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2,000,000 F7- POLICY L AGGREGATE LIMIT APPLIES PE R: PRODUCTS-COMPIOPAGG $2000000 [Xj PRO- LOC B AUTOMOBILE LIABILITY 46 UEN QT0964 7/14/2008 7/14/2009 COMBINED SINGLE LIMIT X i ANY AUTO (Eaaccident) $1,000,O00 —i j ALL OWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per Person) $ X ;HIREDAUTOS BODILY INJURY X NON-OWNEDAUTOS (Peraccident) $ PROPERTY DAMAGE $ (Per accident) GARAGELIABILITY AUTOONLY-EA ACCIDENT $ ....!ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ C EXCESS/UMBRELLA LIABILITY UM01610622 7/14/2008 7/14/2009 EACH OCCURRENCE $6 000 000 X OCCUR (CLAIMS MADE AGGREGATEF. DEDUCTIBLE $ _ X RETENTION $5 000 $ AWORKERS COMPENSATION AND 46 WE QT0962 7/14/2008 7/14/2009 X Wcsiniu- _ IoEH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1 000 OOO ANY PROPRIETOWPARTNERIEXECUTNE OFFICENMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000 000 if es,describe under SPECIAL PROVISIONS betow E.L.DISEASE-POLICY LIMIT $1 000 000 OTHER Per Location $4,000,000 D Builder's Risk/ IM 2095238022 7/14/2008 7/14/2009 per Disaster $4,000,000 Irstallation Floater emp Location $500,000 ransit $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS *Note.: Carrier provides 10 day Notice of Cancellation for non-payment of premium. E: Contract 2008-01; 1.5 MG Composite Elevated Water Storage Tank esterville-Osterville-Marston Mills Water Department, AECOM and others as required by written contract are included as dditional Insured on the General Liability, Automobile and Builder's Risk policies per policy form. There are no XCU xclusiors CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Centerville-Osterville-Marston Mills Water WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE Department CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO 1138 Main St SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON Osterville MA 02655 THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATI Z!;�� ACORD 25(2001108) 8ACORD CORPORATION 1988 I_ r - Town of I3amstab c "E 7 200`Main Sheet, Hyannis,.Massachusetts 0260j. i p Growth: anal;ernent.l)epa�-tinent JoAnne But tick,Interim Director MASS- 367 Main Street, llyannis, Massachusetts 02601 {D ILA � Phone(508)$fit 4795 1 &(508)bG24,725. vtiv�a:ebti>n:barnstatic.iria.c s Ma ch'12,2009 COMM fire District/WatO Departmdnt Tank c/0.Aimee F atiei La. ndmark Structures: 1665 Harindii bad; Fort Worth,TX 76177' Reference: Site flan 13eviely#009-09 WAIN'1)Nrt District[Water Department Tank 3455:01d Stage-Road,Centerville Maps 1�30 & 189;,Parcels 107& 037 respectively. Proposal: Construction of new 1..5 million gallon composite(concrete:. pe estal,steel tank)elevatct wyater=storage tank,adjacent to an: cxistinb 250;000 gallon steel water tank. Demolition of existing tank to be performed once neww°tank.is of-line: Dear Sir.!. ads nic; At the.formal site plan review nnecting of March 12,2009,the abwve proposal was approved subject to the fol'lowrr g; Approval is based upon plans entitled, "Contraet Drawings for(tbntract NTo..2008-01, 1.5 mg.Elevated.:Composite WaterStorabe Tank"containing:S Sheets and dated July,2008: ww•atb final revision.October 13,:2008.prepared by Earth TecIVAECOM of Concord,MA and:the c ntenis of site plan review application package dated March 5,2009 which includes a copy of related M.AC approval. Written protocol limiting the use of the proposed gated 2'access to tie site will need tti be submitted as a condition of approval. 1\pplicant-must obtain all:other:applicab. peimits, licenses:. approvals require-, I ncluding tut.not limiter,a road opening permit:Crain the Department of Public Works. L Upowcoml letion of all work,a.re¢isipmd engineer or land surveyor shall submit a letter of certification,on,made upon knowledge and belief ih accordance with professional standards.that all work has been done in substantial compliance with the apprav, site plan(Zoning Sectazi 240-104(Cr). This document shall be subrnitted prior to the issuance Q.e final certificate of occupancy. Sincerely, Ellen NI S viniarski SPR Coordiirator. CC.: Tom p6iT.y;.Biiildi►ig:Cbnimissi irii r SPR File AECOM AECOM 300 Baker Avenue,Suite 290,Concord,Massachusetts 01742 T978-371-4000 F978-371-2468 www.earthtech.aecom.com April 30,2009 Mr.Thomas Perry,Building Commissioner Town of Barnstable,Building Division 200 Main Street Hyannis,MA 02601 Subject: Project Design Affidavit Centerville-Osterville-Marstons Mills Fire District/Water Department 1.5 MG Elevated Composite Water Storage Tank 345 Old Stage Road,Centerville,Massachusetts Dear Mr.Perry: This letter provides the Design Affidavit for the Project entitled"l.5 MG Elevated Composite Water Storage Tank"for the Centerville-Osterville-Marstons Mills Fire District/Water Department. The Project consists of the construction of a new 1.5 million gallon composite(concrete pedestal, steel tank) elevated water storage tank, adjacent to an existing 250,000 gallon elevated steel water tank. The existing tank will be demolished once the new tank is on-line. The Project is located at 345 Old Stage Road,Centerville,Massachusetts AECOM Technology Services,Inc. (formerly Earth Tech,Inc.)provided design phase services for the above referenced Project under the supervision of a Registered Professional Engineer (Stephen J. DeFrancesco, P.E.). AECOM Technology Services, Inc. has been retained to perform construction phase services for the above referenced Project and shall perform the following: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals by the Contractor in accordance with the requirements of the Contract Documents by a Registered Professional Engineer, 2. Have Registered Professional Engineer or a representative under the supervision of a Registered Professional Engineer present during construction to become familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the Contract Documents and the Massachusetts State Building Code,780 CMR 3. Upon completion of the construction of the Project, a final affidavit, signed by a Registered Professional Engineer, indicating that the work was performed in accordance with the Contract Documents will be provided to the Town of Barnstable Building Division. Please do not hesitate to contact the undersigned if further information is required. Yours Sincerely, � ZN OF z�gTEPHEN J. ESC RAMC w . � CNH. Nq.3"44 Stephen J.DeFrancesc P.E. Project Manager LAwork\84401\PROAConstnicdon Phase\Permits\PROIECT DESIGN AFFIDAVIT-COMM Tank.doc Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 ��ti►�_ �s? OFFICE OF t�i WATER BOARD OF WATER COMMISSIONERS �, DEPT. WATER SUPERQYLENDEN-T �S7bM5 TEL-No.508-428-6691 FAX No.508-128-3508 March 23, 2009 Barnstable Building Dept. 200 Main St. Hyannis; MA 02601 Attn: Thomas Perry Re: Proposed 1.5 MG elevated composite water tank Dear Mr. Perry, The Centerville-Ostervilie-Marstons Mills Water Department(COMM) is pleased to inform you that we will be contracting with AECOM to perform the project management services of the replacement of the Old Stage Water Tank located on Old Stage Rd., Centerville. As you are aware, Stephen DeFrancesco for AECOM is the registered professional engineer who designed the project. Please find this letter as notice that the professional engineer (AECOM) and the contractor(Landmark Structures) are authorized to act on behalf, in all matters relative to work authorized by the permit in accordance with the approved plans and 780 CMR. The project involves the construction of a larger capacity tank to service the community with a more reliable water system. The existing smaller tank will be dismantled once the new one is in service. Should you have any questions or require any more information please contact me. (cerocker@commfiredistriet.com) Sinc Iv, C ig A. Cr ke Superinte ent Cc: Craig/tankbldgdeptpermit-doc Wd CV:IS:1600Z/VZl£:a}ea g/Z:a6ed 80S£8Zti80S:w01J Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 `�E' r OFFICE OF u WATI_R M BOARD OF WATER COMMISSIONERS 3 DEPT. y WATER SUPERUSUENDE.NT TEL.No.50&428-6691 FAX No.508-428-3508 March 23,2009 Barnstable Building Dept. 200 Main St. Hvannis,MA 02601 Attn: Thomas Perry Re: Site plan review 11009-09 1.5 MG elevated composite water tank 345 Old Stage Rd. Centerville Dear Mr.Perry, Please find this letter as notice that the Centerville-Osterville-Marstons Mills Water Department (COMNf) will be limiting the use of the gated (south) entrance. All vendor and employees of COMM will be notified. A sign-,Ni11 be installed informing the use of the other entrance. The entrance grill be used during construction and any future maintenance as necessary. Should you have any questions or require any more information please contact me. (ccrockerC.commfiredistrict.com) ASSince , rocker endent Cc:E. Swiniarski, SPR coordinator Craig/tanksiteplangate.doc Wd bV:Lg:l 600Z/VZ/£.a;ea £/£:a6ed 80S£8Z1780S:wad LANDMARK 1665 Harmon Road Fort Worth,Texas 76177 USA Tel:817.439.8888 Fax:817.439.9001 February 20, 2009 Town of Barnstable Regulatory Services— Building Division 200 Main Street Hyannis, MA 02601 Attn: Building Inspections Re: 1.5 MG Elevated Composite Water Storage Tank Centerville-Osterville Marstons Mills Water Department Workers' Compensation Insurance Affidavit To Whom It May Concern: Landmark Structures is a general contractor. We will provide proof of workers' compensation insurance from any subcontractors on this project as they are hired. Best Regards, Landmark Structures I, LP Almee Hanei Project Manager Design Innovation•Construction Excellence C� PROJECT NAME: ADDRESS: PERMIT# PERMIT DATE:. M/P• ` �Q —"/D�` LARGE ROLLED PLANS ARE IN: BOX (o SLOT � - c Data entered in MAPS on: program EY: d6?7 • q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �-Vv arcel v� C Application # ; o 094 11 Health Division �' `� d Date Issued a-4 6 Conservation Di si Fe on �� fifi � ' Application e 1`-/ Planning Dept. 4P%� &^Permit Fee Date Definitive Plan Approved by Planning BoardlJat?109 Historic - OKH Preservation /Hyannis - -Project Street Address 3 01 a Village APAI:6,rui V1.Q. - ! ; Owner _� i, c e� Address Q,�, �'in't, 3�112t MdLdL ,,.9+.,0 Teleph@�rte L/.3 Permitgequest EX_ ��w�,�o �ii ��-� .s;ta�� b1 o c_kc��.� d.u_-e_ -'ta ��s�r�E� +� ��- y�•e� fAa�.�c�' y Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type _ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# - - UU1 ici I( vac _ _Propo,ed_1_Ise_ _ -- - i " APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _'1:;1Aaw,n 6Ak'_6r L r Telephone Number Address 22 d License # CS L �212, r #, r� Uw1� afl Home Improvement Contractor# f , Worker's Compensation # W(.02�0- c('19 b ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I/OA" SIGNATURE DATE t - ` t FOR OFFICIAL USE ONLY " APPLICATION# DATE-ISSUED = MAP/PARCEL NO. .L ADDRESS VILLAGE V OWNER 'j • I r DATE OF INSPECTION: . FOUNDATION FRAME INSULATION FIREPLACE - ELECTRICAL: ROUGH - FINAL ` PLUMBING: ROUGH FINAL ' FINAL GAS: ROUGH FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. iti a i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 8dW y\ Telephone Number (ot)s" 421-04-1 -3 Address 22VeewrA d ` License # CS 6521 2 Zm J24 OSDA9 Home Improvement Contractor# Worker's Compensation # W(-02.0-)C Zs`i t5�t, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map arcel l b-7 Application # O 0-519 Health Division G �,d �`t]( d Date Issued t i a,4 Conservation Di sion fi Application Fee 66 Planning Dept. 4)?, INM1 t 1 IW` &i j -ar c�'�t(� -�C y ermit Fee d Date Definitive Plan Approved by Planning Board nk 1hl ?��q Historic - OKH _ Preservation / Hyannis "Project Street Address 3 01 d Village 00M:61ru y> . Owners ,11� OrJ��ville--✓1'l�rr s �7��r - ��o a s -/c�J� e� +- Address P O o �� `l�� Y��:N,� ..G�� ia� 14 Telephooe Permit equezt f X 4jyxA -1-��e b►F,,!� c� My% e t J-41vk a LAB XV� 1C. M r,&LwA-:PeL &,n,A:eV1-AA tiro c�lila ��l-� slav�Q � bloc kc �� die fie e3"�Pue}'1,� a� >71 tA� C- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal-stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# - - Current Use Proposed Use- INFORMATION (BUILDER OR HOMEOWNER) Name S' I v, i e g-PN s e Telephone Number 4T -A T fAob`v Address o Licens `19 Ho e Improv ent Contractor# orker's Comp sation # � ALL CONSTRU TION DEBR RESULTING F OM THIS ROJECT WILL BE KEN TO aA�� SIGNATURE DATE 6 FOR OFFICIAL USE ONLY APPLICATION# DATE-ISSUED # ` f MAP/PARCEL NO. J ADDRESS _ VILLAGE _ OWNER " of • 5 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL x ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL-. FINAL BUILDING DATE CLOSED OUT r ' ASSOCIATION PLAN NO. ' t f r C6 • The Commonwealth of Massachusetts _..V if m Department of Industrial Accidents Office of Investigations 600 Washington Street 4 Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Con_tractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Site Acquisitions,Inc.d/b/a SAI Communications Address:22 Keewaydin Drive City/State/Zip-Salem, NH 03079' Phone #:603-421-0470 Are you an employer? Check the appropriate box: Type of project(required): 1.X I am a employer with 180 A. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑.Demolition working for me in any capacity. employees and have,workers' 9. ❑ Building addition [No workers comp;comp. insurance p' insurance.:` required.] 5. 'its 1.0.❑ Electrical repairs or additions �:• ,We are a corporation and . 3.❑ 1 am a homeowner doing all wort': officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL- 12.❑ Roof repairs insurance required.] t C. 152, §1(4), and we have no Telecommunications 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. t Homeowners who submit this affidavit indicating they are 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance,Company Name: AIG/Chartis Policy#or Self-ins. Lic. #:WCO20708708 Expiration Date:8/1/2010 Job Site Address:345 Old Stage Road City/State/Zip:Centerville, MA 02632 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25,A of MGL c. 152 can lead to the imposition of criminal:penalties of a fine up to $1,500.00 and/or one-year imprisonimerit,'as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un r the pains a d penalties of perjury that the information provided above is true and correct. Si nature: I Date: Lo Log Phone#:603-421-0470 by Anton J. Miller/Preside,nt 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:r 4 Electrical Inspector.,5. Plumbing Inspector 6. Other i . Contact Person: Phone#: 1AdW communications October 27, 2009 Centerville-Osterville-Marstons Mills Fire DistrictNVater Dept. Attention: Building Department P.O. Box 369 Osterville; MA 02655 RE: 345 Old Stage Road, Centerville, MA 02632 To whom it may'concern: Shawn A. Hancock is currently employed by Site Acquisitions, Inc. d/b/a SAI Communications as Senior Manager of our Construction Department. He holds a current Construction Supervisor license#55212 in the Commonwealth of Massachusetts. Sincerely, aAntoXn-�J1z-1I*e-r' ' President /rm 22 Keewaydin Drive 260 Cedar Hill Street. 2400 Ownby Lane Salem, NH 03079 Marlborough, MA 01752 Richmond,VA 23220 603-421-0470 603-421-0470 804-273-9220 f DATE CERTIFICATE OF LIABILITY INSURANCE a2312 MIODIYYYY) 123r2aos PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Obre Insurance Agency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE YHOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1E Commons Drive Unit 27 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Londonderry NH 03053 INSURERS AFFORDING COVERAGE NAIC# INSURED SITE AQUISITIONS INC INSURER A: AIG 22 KEEWAYDIN DR INSURERS: UNITED NATIONAL INSURANCE _----_ _ INSURERc: LLOYDS OF LONDO_ N SALEM NH 03079 INSURERD: ONE BEACON INSURER E: COVERAGES THE POLICIESOF INSURANCE LISTEDBELOW HAVE BEEN ISSUEDTOTHEINSUREDNAMEDABOVEFORTHE 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 SUBJECTTO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR 0 POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE S110001000 B X COMMERCIAL GENERAL LIABILITY CBL0635175 07/0112009 07101/2010 DAMAGE TO RENTED 50 000 CLAIMS MADE FK OCCUR MED EXP(Any one arson 5,000 PE SONAL 8 ADV INJ RY 61,000,000 GENERAL AGGREGATE S2,000,000 .9 N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC " AUTOM081LE LIABILITY COMBINED SINGLE LIMIT D X X ANY ALTO 753-02-19-21-000 06/06/2009 06/0612010 (Eeacddeni) g 1,000,000 ALL OW NED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ X HIRED AUTOS BODILY INJURY $ X NON-OW NED AUTOS (Per aoddent) x COMP $100 X (Per acddent)COLLISION $500 PROPE AGE $ denl) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $5,000,000 B X OCCUR n CLAIMS MADE CBL0635175 0710112009 07/01/2010 AGGREGATE S 5,000,000 E DEDUCTIBLE RETENTION S E WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY YIN RYLI — A ANYPROPRIE m/TORIPARTNER/EXECuE❑ WCO20708708 0810112009 08ro112010 E.L.EACH ACCIDENT 1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S1,000,000 If yes.describe under a E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER C PROFESSIONAL LIABILITY B0664648BOACS 06102/2009 06/02/2010 PROF LIABILITY 2,000,000 A EMPLOYEE DISHONESTY CBL0635175 0710112009 07/01/2010 1 EMPL DISHONEST 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Location: 345 OLD STAGE ROAD CENTERVILLE MA 02632 CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICTMATER DEPARTMENT IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CENTERVILLE-OSTERVILLE-MARSTON MILLS DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN FIRE DISTRICT/WATER DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 369 1138 MAIN STREET IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR OSTERVILLE,MA 02655 REPRESENTATIVES. Phone' AUTHORIZED REPRESENTATIVE Fax: ' ACORD 25(2009/01) O 1988• 01 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Town of Barn-stable ~' Regulatory Services . M r 9BARNSTAB M Thomas F. Geiler,Director. �oa1�9. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 mmtown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( Property OvMer Must Complete and Sign This Section If Usin -Y A Builder r r o.. C , 6 c� , as Owner of the subject.property hereby autho to act on my behalf, m all matters relative to work authorized by this building permit application for. 3 Y S D (Address of TobY i Signature Ownei D re Print Name If Proyerty Owner is applying for permit please complete.the Homeowners License Exemption. Form on the reverse side. Torn of Barnstable y Regulatory Services Thomas F. Gaiter,Director Building Division �PrED � Tom Perry, Bolding Commissioner 200 Mairi.Street, Hyannis, MA.02601 www.town.ba.rnst-able.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EKEMPTiON Pleare Print DATE: JOB LOCATION: number street village "HOMEO WNER": n ame home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who conshucts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on'A form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,Hiles and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEA,=ON .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section I D9.1.1 -Licensing of construction Supervisors);provided that if the homeowner cngagcs a parson(s)for hire to do such work that such Homeowner shall act as supervisor." Many homeowners who use this exearption are unaware that they are assunring the responsibilities of supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.1 S) Ibis lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unliccnscd person as it Would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware ofhisAcr rospons-bilitirs,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a fomr/ccrtification for use in your community. Q:fornu.:homccscmpt I E MasS tchu.Setts= Dc{iui-tment of.'Pubtic S:ifetc ldin� R aandBoird.(if Bui2 SaAS Construction Supervisor License License; CS 5521 2 Restncted.to": 00 ` $HAWN A' HANGOGK 81 PINE ST TEWKSBURY, MA 01876 I Expiration- 9113/2010 ('uoamssipicr Tr#:;.2173' Restricted to: 00 j ' 00- Unrestricted 1G-1 .2]Family Homes; Failure to.,possess a current edition of the, Massachusetts State Building Code is cause for revocation ofthis license:. Refer to: WWW.Mass.1G0WS . . r 1 0'�XL 009/MON 17: 22 C-0—MM FIAE DEPT FAX No• 5087902385 P. 002 FIRE DEPARTMENTS OF THE TOWN OF TiA"ISTA.BL E Tire Prevention Office HixtcIdey Building 200 Main- Street, Hyannis, MA. 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM C'11(3 bV located atplans dotedLLJ . . . . for he property. ,,�� --�— .alsb kr_i��wn \l�Ttlo- have been reviewed by , of the � Barnstable COMM .0 C:otuit 'U Hyannis u WOst;Barnstable- Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF�CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report '2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply C� 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connecti 9, Fire Protective Sig sling S stem 10. F.P.S.S• B-Ann�iciator L cation 11. Smoke GontroUF]4haust z L/ 12, Smoke Control Equipme thocation 13• Life Safety System Features 14. Fire Extirguish Syste s 16. F.E.S. Control Xquipmer>tt Location 16. Fire Protection Rooms t 17, Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report �20. Acceptance Testing Criteria We believe this document to be complete and compliant for the issuance of a building .permit. We have completed the acceptance testing for the.occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. (° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map NO Parcel /07 Application# _ ` !` 5 0 Q. Health Division Conservation Division, Z� Permit# Tax Collector Date Issued vZ oo Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 345 OLD 5TaG1✓ RI Village - _Cen}ervili-. Owner Centerville 66hrytlla. 16rstons &,,,?L6Jg NAftd Address _113$ hair, S{- Telephone S0$ -428-1Z q Permit Request RgAactT n�) anip_nnaL Acr sec orw wd!l Ll� anbtdjng of eamf si7- IN fee_ Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 420.aw" Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. v4 Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room County Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other i =: Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑Noy Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:0 existing new s � — Fq Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name6ZA Nktwory_ Sery%prS IG� eo Ajuw<<an Telephone Number 908 -76q-0383 Addresses Po aOX z2 License# d 4126 4 - r1S40ALE1M1- Home Improvement Contractor# r Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO WASTE= rMANA6EME I SIGNATURE DATE FOR OFFICIAL USE ONLY PERMITNO. t DATE ISSUED MAP/Pi,RCEL NO. y ADDRESS - VILLAGE j OWNER ] 1 t(jk 1 (• C 1 DATE OF INSPECTION: c FOUNDATION FRAME INSULATION r. i FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL k GAS: ROUGH FINAL t FINAL BUILDING � 1 DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth-of Massachusetts ( Department of Industrial Accidents _ Office of Investigations 1u� f 600 Washington Street t�a Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumber.s Applicant Information Please Print Legibly Name (Business/Organization/Individual): 66A Mffi6W i �erv1 eS Address: SYoO NW 13r6lcen Sound City/State/Zip: `QOCA f2 70W XL 33447 Phone#:_5013-761-mt Are y an employer?Check the appropriate box.: Type of project(required): 1.FI am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction 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, g, ❑Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 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.KOther tCor+rhu comp.insurance required.] . . C&+ *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are 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. I am an employer that is providing workers'compensation insurance foamy employees. Below.is the policy and job site information. Insurance Company Name:__ Aco" Policy#or Self-ins.Lic.#:_ 4_5 5 204Q Expiration Date: 311616 Job Site Address: 349 Ol.o 37A(ssep City/State/Zip:'BarnsEa6 , rt�r Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office.of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties ofperjury that the information provided above is true and correct Signature: �J Date: 11 8a Phone#:569—7611-03g'Z 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 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: -Information. and Instructions : , Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other 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 or 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, §25C(6)also states that"every state or local licensing agency shall,withhold 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,MGL chapter 152, §25C(7)states"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 authority." Applicants Please fill:out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone numbers)along with.their certificates).of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance, If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and 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. Self,insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department 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 permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple perniit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year,Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number: The.Commonviealth of Massachusetts Department of Industial Accidents Office of Investigations 600 Washington Streeet Bostoil,MA 02111 Tel. # 617-727-4940 ext 406 or 1-877-MASSAGE Fax 9 617-727-7749 Revised 5-26-05 v�,mass.go�fdia o��►,E,�, Town of Barnstable . ti Regulatory Services $Waxes$ nsass. Thomas F. Geiler,Director 9 i639' `�� Building Division �A�ED MA'S p Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder } I, �VI!n ,ase of the subject property hereby authorize G ®IC-A-a' A +a e\ e ck N to act on my behalf, in all matters relative to work authorized by this building permit application for: �S 191) S101z' (Address of Job) eSign�altur f Owner Date , Print Name QTORMS:07,'NERPERMIS SION ' r i CONSTRUCTION CONTROL AFFIDAVIT t`7'` �r PrNSTABLE MUNICIPALITY: Wireless Facility 20,v6 DEC 18 PM 3` 35 PROJECT NUMBER: MA0899 PROJECT TITLE: CENTERVILLE PROJECT LOCATION: 345 Old Stage Road Centerville,MA 02601 D is[O NAME OF BUILDING: Water Tank NATURE OF PROJECT: Wireless IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Ronald J. Jackson, REGISTRATION NO. 27127 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: X ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL _OTHER FOR THE ABOVE NAMED PROJECT AND THAT TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING SPECIFIED IN SECTION 116.2.2. 1. Review of shop drawings, samples and other submittals of the contractors as required by the construction contract documents as submitted for building permit, and approval for conference to the design concept. 's#:'? A'--J 2. Review and approval of the quality control procedures for aiIcode-required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials_ or construction specified in the accepted engineering practice standards listed in Appendix B Pursuant to Section 116.4 I shall submit periodically, a progress report together with pertinent comments to the building inspector. 7>T..on C /et'' .n f r shall •t. final, rt ^ 't the t Lk� - - a ..,. a:.,.- .. Upon a G.Tipi.a1Ga_ Gc .hC.arorlc,'I"Slia S 1�3Irui a r.Yvi. as G i e Sari."it0r ' f aims .I =.css of —AC project for occupancy. ��S11 F-RONALD J. �'I'sq c ® JACKSON SEAL N0. 27827 y TS NA }' , rkr:ri r' _.ct �t +l.r SIGNATURE fo I . !F fo;':;i :3( 21r•a; 441:vNi'ia.< ?,3tTKla�ri lii.t�� f},� G!`" rt;...t? trI �i. �!'I<<y;tti�rEll.' `.i. r ,;iCC � 4iir:. ' r.�`c'•.Jg_lrfi'KT. ' },;�� r �=F` 'li`t`^ r'�'A e - T rt ti. r' ..>_t. ._-.o=t !"(r —..,. 4C.r'~J' .r r M P OJECTSReliableApplied ireless\SBA-SprintPHIC\r@pm\Affidavits\ib1A0899.doc Town of Barnstable Building Dept. 200 Main St Hyannis; MA To Whom It May Concern: Enclosed is the Construction Control Affidavit required for the building permit for 345 Old Stage Rd. Centerville, MA If there is anything else you might need please feel free to contact meat(508) 764-0387. Thank You Rick Woods Property'Specialist SBA Network Services SBA Network Services,Inc. ® 318 Main Street,Suite B ® Southbridge,MA 01550 ® Phone:508-164-0385 ® Fax:508-164-0380 ® www.sbasite.com I ACQRDL CERTIFICATE OF LIABILITY INSURANCE OP ID DATE-(MJVdDDrYYY) SBACO-1 03/15/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A(MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Henderson Brothers - Pgh HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 920 Fort Duquesne Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pittsburgh PA 15222 Phone:412-261-1842 Fax:412-261-4149 INSURERS AFFORDING COVERAGE NAIC4 INSURED INSURER A: Steadfast Insurance Co 26387 INSURER B: American Home/AIG 36587 SBA Communications Corp uosuRERc. ---- Thomas Hunt Esquire _eati-1 anion rizo r" o_t Pgh 19445 5900 NW Broken sound Parkway INSURER D rire.nn a �„na rnes.nce Co. --- - - 21873 - Boca Raton FL 33487 __ I INSURER E:. ------- ----------— COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED KMJMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHS TkNDIN',> ANY REQUIREMENT.TERM.OR CONDITION OF ANY CONTRAG OR OTHER DOCUMENT W11H RESPECT TO VVHICH THIS CERTIFICATE MAY BE IEK)JED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERNS,EXCLUSIONS AND CONDITIU4S OF SUCH. POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEE14 REDUCED BY PAID CLAIMS. - - LTR TYPE OF INSURANCE POLICY NUMBER DATE MrAfDD1YI' DATE(WVDDIYY) LIMITS GENERAL LABILITY EACH OCCI-PRENCE T 1,000,000 ��aauuTVnSJTE'0—_---- -- B X COMMERCIAL,GENERAL LIABILITY 4571375 03/15/061 03/15/07 �Pfi£r�ISES(Eaoccurerx0 $50,000 - r..— - - cLAIMs MADE X eeLs< I MED EXP(A^y One wr51,41; T 5,0 00 _ BLA27KET AD DL I2IS i FtiFSOra E 0.7v IN.4JRY_ T 1,000 000- X $100,000 SIR LESSORS 4 LANDLORD GFNER;L AGGREGATE T 2,000,000 GENL AGGREGATE LIMIT APPLIES PER i i PRc�D�.>LTs-cc+.'.�Icrn AGG s 2,0 0 0,0 0 0 '-- POLICY 7 LOC _ I �F.mp Ben 1,000,000 AUTOMOBILE LIABILITY coTlr._c•su:GLE ur�IT' T; 1,000,000 B X ANY AUTO 1469522 (MA) 03/15/06 03/15/07 (Eeacadwrl ALI.OWNED AUTOS 3.468392 (ADS) - 03/15/06 , 03/15/07 BODILY INJURY SCHEDULED AUTOS I(Par person) X HIRED AUTOS -----------..-- . ----- 30D4vINJURY; �, .. X NON-OWIvFD AUTOS i (Per ecc,deri) X $100,000 HIRED PRUPERTY DA,a� - HCAR PHYS DAM --- $500 COMP/COLL i (PerecddarI) �- GARAGE LIABILITY - i AUTO VtA.Y.EA ACCICErii < , AIRY AUTO I -- -- 71 AUTO CAa.Y —1 T EXCESSRIMBRELLA LIABILITY EACH OCCURRENCE is25000000 C X OCCUR �1cLwrasMADr BE1648505 03/15/06 i 03/15/07 rAGGREGATE T25000000 _— DEDUCTIBLE I i --- ---- -- - X RETENTION T 10,000 WORKERS EMPLOYERS'OL ABILRYTION AND - X TO Y Lb I c C B I •r,F r,rR1-o -<1na=R x=r.mvF 14552048 (AOS) 03/15/06 03/15/07 El GlJ_IM n�r:L - T 1C000OG I 1.lI -r. ��• .. /15/06 0 /15/07iC^^000 If ST'ECIAL PR(v:S;ON>:10k .F-{i�C'•' „{T 1C I i�T —_ — = ' .G G 0 0-- OTHER -' j A Professional LiabOC937920402 r 03/15/061 03/15/07 Ea. Claim $5,000,000 � I _ _ I Aggregate $5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLJ NSSIO ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ---�---FOR INFORMATIONAL PURPOSES ONLY CERTIFICATE HOLDER __ _ _ CANCELLATION �•---4- y — — �•.r1 SHOULD ANY OF THE ABOVE.DESCRIBED POLICIES BE CANCELLED BEFORE'14E EXPIRAnoll ` DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 �DA'i S INRTTTEN E'0)2 INFORMATIONAL PUTtPOSF.& I40T1r,E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.6U FAILURE TO 00 SO SHALL OiV7 Y MPOSE 140 OBLIGATION OR LIABILITY OP ANY KIND UPON THE INSURER,ITS AGENTS OR " REPRESENTATIVES. ! - AUTHORIZED REPRESENTATTVE - "------ -- -- -----_ - _ Clem J. Wandrisco III --- -ACORD 25(2001108) ©ACORD CORPORATION 1988 00-35,000 cf enclosed space (MGL C.112 S.60L) 1A•Masonry only I-1 8 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. f. DIG SAFE CALL CENTER: (888)344-7233 �/< "(ie•7tr-i.te.,nic.i/ ,;f �fu::<'rr'fr�t3v[ u BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS O42661 �3 Birthdate: 07/22/1962 Expires: 07/22/2008 Tr.no: 1123.0 Restricted: 00 GEORGE D ATAMIAN PO BOX 22 � FISKOALE, MA 01518 Commissioner F` • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map qO Parcel /D 07 Permit# n 2 3 t'y OF BARNSTA L�. Date Issued � _ - �J Health Division Conservation Division /0 05 20,05 MAP -8 P' 4; Application Fee QC Tax Collector Permit Fe WO VV Treasurer 01VI'Si N Planning Dept. kk L f Date Definitive Plan Approved by Planning Board 5 Historic-OKH Preservation/Hyannis Project Street Address 3Ys OzD 5_5 es PUI Village C'rNItIZVi</e- Owner Zvi/Je/Ds /NfW �VA %f % Address /�� a1i AI1 f4,Ait/ir�e_ Telephone :r08 Permit Request We-X&`L &1P1&W6#A0A1f 4' Ale,6VC (fz11 �_ Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain ' Groundwater Overlay Project Valuation o;i2 D.� Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: '❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# 7 Recorded O Commercial ❑Yes ❑No If yes, site plan review# Current_Use Proposed Use. - BUILDER INFORMATION „ Name ��/� Telephone Number Address License# Home Improvement Contractor# ®�LlI/ Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED , MAP/PARCEL NO. f ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION — FRAME , a - INSULATION — FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING • �— 9-D� _ DATE CLOSED OUT i I i ASSOCIATION PLAN NO. .r i . COMMERCIAL BUILDING PERNIIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X .0061 Commprojeost r .The Commonwealth of Massachusetts ' . Department of IndustrialAceidents' 66a Washington Street _ U Boston,Mass., 02111 Workers'..C) ensation.insurance Affidavit-General Businesses xv ,. ;�,t�y'?':;q�xrr, ..:.t.�a`crrn►Fq`,r: '. L t�.r.. e . - ame: r� ♦^ ^ f'Y J•LT• .y is . address: ��. �� ,• � ... � o �.�'e state zi `�� hone# AL ci • •fall address �� •�� " �� G ��'r0% ' • '. . work site locatia� Q Retail❑RestaurantBar/Eating Establishment I a n.a sole proprietor and have no one ' Basviess'i`s'Pei 0 Office D safes(including Rsal�Estate,Antos etc.)' working in any capacity. ❑I am an em to er with ein'l�o�;�ees(full& art time: ❑Other �� "�', � r� on this job.. . II am an employer proNj�^g eskers compensation for my employees wo g .j •t •}' _.. .i':,+• +It,' '1't :Yi:i, )(� +.Mi%b?t%i •:�"•'•li .•a{ •'�':!E�S;'•' :t fi 'yr. �'ijp' ��t,,55yii y ��(".�1��.'�:o• .�,Qy�. .t`]�Q�fi,{�+f�� jj, •6>' : •p��.,4'1F�1• R'U-• J•!''''''•• .•Y•+(' 'e7iY' 11�• •�t - XrT��' /Y'F' A°YIL� -M ,• _ � •Jr r ti. Cnynl19II�219Iie! J. i+' ..i r ' :i't+ ',^t. r:;+ —� :7• fr ! f ! t•. ?' ;i. t .Cr:i� },>,J"'' rS• ��•''' •§• ;t "�{. :�.' tir +,.+i:: .'2,t: %sr,':••gi'\:.!'rt. .. ,�'•• ..� rr'i':�,. ' v,•`3:•:. - , •7d'j.--;:rr. a.?rr{. N'C>.. i•1��'�:.. ' Wit' `t'/f� L+.:c7' '' r•^t:s ' : �. x.• fid�re9s•� 7� � '. J { s •} J l •' `", �x .-�• J ,.'•, +a•• y:., is .girl' a yi c'f •,Y i AI J •:F^ :• O11C',#•• + ::NE iI'c •.`!!• cJ'J7r%•' �:•J '?•t e t ifrisuratice.cod r.a %%/. T am a sole proprietor and hired the independent contractors listed below•who have the following workers' compensation polices: '.ti . :,r�,i• .a +'f, .5.:', !e,r`;{...:1Yit'•:+.• �:r'�:�t,�;a t:h;+,;y :rJ .h: ..tr•.Pt: +'�{:•li t'::Sll•...i' .i; tiff:':, n:_,r.'i.{•• T, :i• �{ C, 8II 13SM— <. r J.•',.y. t •F;i„ ;, .';r.✓. :+Yt:.: vr•.J ,'r: ili+. '•r J(:+,•i:}rt f j,„i;•�.: J:'r°' �•S:fr ,,t::. .{,a., 'r•:+f+' '�.�, saazess'`'l t. -- :ls:,.tiJ.t• 't.t` ,'t;' rrt:5' ..r i "'' • , .,s.ii:''!'„ '•{,i [:;• � „� ' ' _ gyp•, ::•l: is ... •J' ••;+'x• •'+�; �;•. •1Fi.Y, .:a. _ `liSne��t. �i. '• a'' i�'- :r:. .r•�' � ..1 ' • 4.+J „ty,yu�. ) •• ,f,.^i J •'.t Y.,ti•4. t ?..n - '•t,` - r:::l:''+ ,�r .M+k ':�f:a�•/,,:9 1'•Jlt i�''17• 'f•'L"�`:' +.•.I. .'.5.:• :�,:,, �1',• 'r•'+,'• �^'+1•• -•t, J v.I:•4.{ti• •t�.e,••'+q.-e'°s•r.'.1�4":'S +� •}.' •,•'0'l1C F. .4.+f:2•ri:�L'•.2>'::. 'f`'•.l• 1ni4 ance'co. :6 rs ;wt•'i?- < j +�� • j, .:�'J.Il, •-{•y eI•�''��'',,,��1�e�..yvv.., JAY// .'t `v�,..:,n.,t'fa�� .�;•+Nt�� ,ti,.e^•j,.Jl:+s.: ti• �.�'i••t: +'... .::5:{�•.��.•-Gip •, ..7'• •• i {�.�ti• COlII 9II• IIf3Itt , .i' •'�'• . .,i• s Weis:. RES Cl :i•ly,, '!:''•:••Zy: ..,:r- '•�1?•:.' •.i.[ .:Fi''•'.t�['l: :tij �'i'°ti:'J.:t' '+ . �'.k.'>: `'•r'�''_ f) �t J. •e•fr 11 ..lJ •i'�r'•, r•::j+' :'•�•r. Yi j:,*;•.�tr•r=•�S .!': {.;;j i.i:.�• j;. ::O11C•. :iti- :r• .T , ••:'i insuran LU lead to the Failure to secure coverage as required penalties is the foYm of a STOP WORK ORDER and III ofsitio of �D.0al 0 day agaf against Mene. I understandp to that IL one years'impri+onment as well as ivTlp • copy a f this statement maybe forwarded to the Office of Investigations of the DIAfor coverage verification I do hereby eerti he pain n n ofperjury that the information provided above is true and correct Date Signature hone# Print name Y official use only do not write in this area to be completed by city or town oiTicW permit/license# ❑Building Department city or town: ❑Licensing Board ❑Selectmen's Office check if immediate response is required []Health Department , contact person: phone M, 110ther (revised Sept 2003) ` Inforrriation and Instructions. Massachusett$General L'aws'cli�pter�152 section?.5 requires all employers to providd workers' compep-ptidn for'their. employees: As quoted-from the °law', an employee is.defined as every person in the service of another under any contract Of hire,express or implied; oral or written. An emp loyer is deemed as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a�joint enferprise, and including the legal' presentatives of a deceased,employer, or the receiver or trustee of an individual,partnership.,association or other legal entity, employing employees. 'However-the owner of a dwelling house haying.'not'more than three apartments and who resides thereiii. or the:oceupant�bf the:dwelling house of another who,emplbys 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 bean employer. M(3L chapter 152 section 25 also'states thafeve'ry state'or local Ucensing•agene-y shall withhold the Issuance or renewal or pernvf to operate a business or of a license to construct buildings in the.cornrnonwealth for any applicant who has not produced acceptable evidence of commpliance with the insurance coverage required: Additionally;neither the' conweakth 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 . authority. Applicants .. Please se iff the workers"compensation affidavit completely,by checking the box that applies to your situation.,Please apply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Departrnerit•of industrial Accidents-for confirmation of insurance coverage. Also'be sure to sign and date the - afrldavit, The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department 6 Mdustrial Accidents. Should you have any questions regarding the•"law'i or if you ale 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 complete andprinted legibly. The Department 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 fillet the permit/hcense n��which wdl be used as a reference number. The.affidavits may.be•returned to. mail or FAX unless other r t h m arangemens have been ade. thsDepartmentb}�. .: . • The Office of Investigations would like to thank ybu in advance for you cooperation and should you have airy questions, -hesitate,to give us a call. please do not The Department's address,telephone and:fax number: . : • , ' The Commonwealth Of Massachusetts• -- . Department.of Industrial Accidents CMca of WeSHI Mria 600 Washington Street Boston,Ma. 02111 _ fax#: (617)727-7749 .. Jt. i/4rn ►Tn Pr.AAMN _.A. 'AnC IL.ieerase CON3TRUCTI©N SZUPERU9OF2 3i i t; TAMWC3Th�, Y;J z t r. - �!� /1�di a�nrs3�a#or ' h6 4 F: IU $5 UOO cf enClosed space I (tVIGL C 112 3.60L) ', - �l 1A 1&6..ry,only 'i 1 G 1&'r2 Famtly Homes a�lure tq possess a carrentedition'of the a sac pset{s Butltlin'g C-ode s cause fior reyon of this license. s , DIG SAFE CALL CENTER: (888)>.344 t CC i IN WITNESS WHEREOF, the parties have executed, or have caused their properly authorized representatives to duly execute, this Lease on the dated and year first above written. LESSOR: CENTERVILLE-OSTERVIL E-M STONS MILLS FIRE DISTRICT BY: Nestor G. Silva, Chairman (Date) Prudential Committee C�ton Crocker ate) J s H. Cro r. ( ate Prudential Committee Prudential.Commi ee William A. McIntyre (Date) Carl S. Riedell (Date) Board of Water Commissioners Chairman,Board of Water Commissioners anuel Roderick (Date) Board of Water Commissioners LESSEE: NEXTEL COMMUNICATIONS OFTHE MID-ATLANTIC, INC., a Delaware corporation, d/b/a NEXTEL COMMUNICATIONS, BY: Eugene" . Noel, III l(Da e) Director- Radio Services 10 KALSEFILESNA-0899MA-0899BU ease2.D0C 10/18/01 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 90 107 GEOBASE ID 11266 ADDRESS 345 OLD STAGE ROAD PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 86291 DESCRIPTION ANTENNA ON WATER TANK/SHED/#82797 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: , Department Of ARCHITECTS: p Regulatory.Services TOTAL FEES: $75.00 BOND $.00 �tME CONSTRUCTION COSTS $_00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE + LUiN3PABLE, I MA38. t639. 9L BUILINN ION BY 0j 0-ILA DATE ISSUED 08/19/2005 EXPIRATION DATE r I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapIqC) Parcel Permit# Heath Divisionl sf Date Issued 4Z Conservation Division 3(01 Application Fee 1 to ,,Tax Collector Don ( k �_elg� 10;j Permit Fee Treasurer L -- planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis LL Project Street Address G1 wfil— i 1� d�.� l Village Owner Lep,5CE 'YQ t2.n,3`55 Address Telephone (309'O i Z- 0 6 Permit Request _ r��taP�AkT100 40- vz_ �c,pSi'�o�t �e N exc.u 121 A.::5+iC a e-ie_ Square feet: 1 st floor: existing proposed. ;W 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay `� Project Valuation �j'Z.,a�® Construction Type C®wG +�-ov a �fi�o� (15c� �� ' Rik''') Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway:,, ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing news; ` Number of Bedrooms: existing new o Total Room Count(not including baths): existing new First Floor Room ount w � r Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use RA:&0 rA BUILDER INFORMATION _ �7 Name * UAL V aw Eta Telephone Number ZV 3 Address `{k "kr4,y St License# 0 3 16 C-r, Home Improvement Contractor# Worker's Compensation# WC-6-Ty $S t e Co ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE 1 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED + MAP/PARCEL NO. - ADDRESS - VILLAGE,y F OWNER r DATE OF INSPECTION: Sc✓✓A 7-0 ES,S FOUNDATION cl. f,y .O a <Jf. i�.,�e✓ FRAME INSULATION ' f J FIREPLACE ' ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH FINAL - ri - GAS: ROUGH FINAL.. = FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. 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Failure to secure coverage as required ender section 25A of MGL 152 can ad,to the imposition of criminal penalties of a$ne np to 51,500.00 and/or one years'imprisonment as well as dvil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I mtdersland that a• COPY of this statementmay be forwarded to the Office of Investigations of the DIA for coverage verification •" I do,hereby-certifYunderthe-pains-and penalties-of-perjury-that'the-information-pr-o.sided.abvve-islcu ari coded �/�/Ll� Date signatur. Iy- Print name amcial use only do not write in this area to be completed by city or town offidal permltllicense# ❑Building Department dty or town: ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response is required ❑Health Department Other contact perso phone#; ❑ n: r—i.rd 9/95 PJA3 Information*and Instructions 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 contract of hire, express or implied, oral or written. An employer is defined as an individual, liartnership, association, corporation or other 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 or 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 shall withhold the issuance or Tenewal 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 perfonnance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. _:. . 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 Department.of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and ;^ 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".o �if you aie required,to obtain a workers c�ompensatioix policy,please calltlie Depaitirierit at the number listed below.: City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom otie affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plse� the' ermitllicense nuinbei which will be used is a refeierlce number. Tlie affidavits may lie r to . be sure to fill in P the Department p mail of.FAX unless other arraagem"ents have been made; :.. The Office of Investigations would like to thank you in advance for you cooperation and should you have any c�tastions, . please do not hesitate to give us a'call. Ems....= The Department's address,telephone and fax number. The Commonwealth Of Massachusetts _Department of Industrial Accidents office of Investfgatfons 600 Washington Street == Boston,Ma, 02111 fax ff: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 Giangregorio, k0bin . From: Robin Giangregorio [robin.giangregorio@town.barnstable.ma.us] Sent: Friday, June 28, 2002 2:00 PM To: 'Kelly Drew(E-mail)' Subject: 345 Old Stage Rd Please be advised that the Building Commissioner had an opportunity to review this project during the Site Plan Review staff meeting on 6/25/02. He approved the installation and work as presented on the plan you submitted. A signed copy is on file for reference. Thank-you.ovgb;n 7 _ 1 _ aG>Niw�+.......$vea;;:..+4�.M._r.ti.._.a.W.w_r. max. w r_4+r��YwK✓tJ.�ini.; I BOARD OF BUILDING REGULATIONS 3t License: PONSTRUCTION SUPERVISOR Number-�CS 031645 � I 7, Bert date /198 ,3 , ;Expires 0�4/06/2004r Tr.no: 20259 MANUELF OLI Re�s,��tddnctei,�00-��;j �f 41 KAY ST SOMERSE MA 02726 t' T' Administrator II RD ;�kjx DATE(u WUbm) I 5/24/02 PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Curtin-TWinbrook Ins. Agency HOLDER. THIS CERTIFICATC DOES NOT AMEND, EXTEND OR 400A Franklin 8treat ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Braintree, MA 02184 COMPANIES AFFORDING COVERACE COMPANY A OneAaacon Insurance INSURED • - COMPANY Gar.roth-Norwnat Rngi naAri..ng t► B safety Cori&LL:uu L.ior1 Corp, COMPANY - P n Row 7123 C Granite State Quincy, MA 02269 COMPANY TI113 13 TO CERTIFY THAT THE POLICIES OF INSURANCC LISTED BELOW HAVE BEEN ISSUEO TO THE INSURED NAMtU AbUvt rUK I Ht NULICY PtKIUD INDICATED,NOTVYITHSTANDIN(i ANY KtuUIKtMtN I, I tKM OK GUNDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HERFIN IS SIIR.lFrT TO Al I THE TERMS, EXCLUSIONS AND CONDITinNS C)F 8I NCH P111 IC.IFS OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, r•A TYPE OF INSURANCt POLICY NUMBER POUCY r9rrClTVl POLCY 904AATION LIMITS LTR DATE(MWDIYYY) DATL(UMMOMI GENERAL LIABILITY CENERALACCnECATE C 2f000,000 A ){ COMMERCIALGENERALLIABILITY QRR770681 12/31/01 12/31/02 PRODUCTS-COMPIOPAGG S 2,000,000 IT117 CLAIM8 MADE F—1 OCCUR PER60NAL&A17V INJURY S 11000,000 OWNER'S 3 CONTRACTORIB PROT EACI I OOOURRCNOC 1 1 000 Q00 F IRE DAMA(iFfAiVr fio) S 100,000 -_,...-. ,_ _..•-._ NED EXP(Any one person) S 5,000 AUTONIMLE LIABILITY COL49INED SINGLG LIMIT 1 1,000,000 B ANY AUTO �dnn7F� 12/31/01 12/31/02 ALL OYMEO AUTOS BODILY INJURY X SCNiDVLGOAUTOS (Per Dens m) 1 X HIRED AUTO$ BODILY INJURY ' ]( NUN-VVM[UAUIUJ (I'ef eccFdenl) PROPERTY DAMACG 1 UARAUE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: _ GACN ACCIDENT Y AGGREGATE S rXCCCZ UADILITY cACM 0k;UVKKI:NCt S 5 D00 00 A X IIMRRFIIAFnAM CBDV02021 12/31/01 12/31/02 ACCRECATE 1 5,000,000 OTKER THAN UMBRELLA FORM Retention S 10 000 WORKERS COMPENSATION ANO TOO LIMIT$I I ER•f'� ,`,�•'S M.11911111 � EMPLOYERS'LIA61UTY EL EAcn AoomrNT 1 500,000 C THE ARTNI! RI2TONV ' X INCL WC674BSll 12/18/01 12/1R/02 ELDISEA.SF•POI IC.YIIMIT 1 500,000 rARTNeMEXCCUTIvc II II OFFICEJl mr: EXCL EL DISEASE.EA EMPLOYEE 6 500,000 OTHER DE-31GRIFTION Or OPeRATION&(LOCATIONSvY HII:Lt`.ipPt_CIAL II ItU5 '-- .."` Evidence of Insurance SHOULD ANY OF The ABOVE DESCRIBED POLICIES be GANG!LLPU WORE THE ERPIAATIOM DATE TWGREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 _DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILUNc 10 NAIL 3UCH NUnCC SHALL IMPOSE NO OGLIGATION OR LIABIUIY OF ANY KIND UPON THE COMPANY, ITC AGCNTS OR REPRESENTATIYE6. AU 1 NUKILOU NLYNhSCN'I'A'f1VE Joe4ph Rizzo n i iT 4:9S6986"8LT9T6 —0019 8L8 T8L 91:11 VW 33N.LNIVN8:A8 IN3S CV - CD - 0- 30'-o..DWI SHELTER CC o.arr�sua 6" 9'-9" (1161 PIER TO PIER 9'-8' (I 16) 9'-S' (116 j PIER TO PIER, .i ?. .ACCI.-.OhAL ENGINEERING.REVIVU IS m REQUIREO IF SHELTER FOUNDATTCN'I5 ;.., `' ----- - -- — ----- — - I PLACEQ ON SOIL 'NTTH A EEARING ^-1-- CAPACTY 1E55 THAN 2000 PSF SHCUER PER7<CfFRj 1� /t 2. -0P OF FILES MUST 9E LEVEL - Cax E7E PILE W I a f7Pr:L� o a ,. 3. At1. REINFORCING BAR MUST BE o i G I nPfr Q A•U ccoUli TTRIZE GP.AOE 6C PER ASST. AS 15. F r- s ;Erl cr C=M4.11C- .�w•r (` = w 3ti0 �L aFUMTM4 CSC�x m cxe"Tn N 4. '=ROT. LINE IS ASSUMED AT 1'-6" rn I G' I Ttn Avr usn armx Tnv�As N BELOw GRACE i (3� muTsptmcZv > fFLM ft erm Txa V"e Tha --� i. ALL REQUIRED TIE CC0N ANGLES, ' '�o sr:T C\1 SHIMS, BOLTS AND ANCHORS SHALL BE c„c cA PLACED INSIDE SHELTER PF'OR TO o o I ors�s m rs cv 1ZHIPMeNT FROM T.1ANUFACTURM. I I cconr ra.-r,FE N•� I I F. ALL ':EPTICAL REINFORCRIG 13AR IS _ ECUA1 LY S2A.CED AROUND PERIMETER -- o'�GV�1 ,� ii � a^o OF PIER 3" CLEAR. �` r/� I �`��iQ r' rI- `� r/ J 1 O� ;�0� 7. Fc' 3003 FSI 0 26 Oars I 1 'I I '-� ----------- _ c S u•_^ ti. SOIL COHEf lON 15 ASSUMED AT 50 �A� - rE CON x .£ 1 .^�'a^'N 2 6. PER FOOT OF S AS (NOT TO ~' -�� — P/>J 22G210 u7--, ...I EXCEED 250 PSF). ` PIER FOUNMADOM * `'0'0 ;?N7 SHf1TEl SCALES 5/I6"a1'-0- !�a -LT ..` ; cl .-V13LE r;E CGWN aRACKET '.f=`• in P/N 220210 4 REo'o. (L11N.) ,';>.. TIE Cow.,i Ar1GLr 3 �1�G �' P/IJ 220210 f cusTna>: zO �"SCD `,o' 4 REQ'O.(4 ,MIN.) CONCq`,TE MC:iGR LI> n T < RE 'D. ( 1 . CC'C U J.-0,r Cj4-P'ERJ'' w: - R7UdlLTt GN} 11 PL1F1` Z-1 rn.U.,•� .. . n- #4 REINFORCING TIES-1 O.C-. �y ` scw rc w L 7 ` 1 x 2 I/Z" 0 T cx ire Cs€sac 'S' -GRACE S. 90LT i' r. 2 RM'Z). PLR BRACKET "or CD SEE WART I FOR E �'= o,G•er'::-fir ��. ... •KT'Wfi4F77'..a.• VERTICAL RONFORC'NC q = DETAIL "A" F- sx�f so arm r& SCALE ^a CCD DELEVATIELEVATION' VIE'P1 rE*¢�w" cw�rac r�M r CV SCALE: 3/S'-I'-0" A 6: I —D Commonwealth of Massachusetts Boird of Building Regulations and Standards Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use (]inl VM�ite Received g 1 f ®a Label Nurtlbers Issued: Received $ck Rlumber (�5 Date Issued: Issu Section to be Completed by M.--fi ctutrer- PLEA 13E PRVgT OR SEC-PION I - MANUFACTURER INFORMA'I10N BBRS\DPS I.D. # 3795 r` Manufacturer Name Cellxion, LLC jL L Street 5031 Hazel Jones Road City_/State/Lip Bossier Cit LA 7 1. 1j __ Manufacturer Telephone Number: (318 ) 213-2854 Fax (318 213-28664 -_ Manufacturer -.Platnt Inspector PSI - David Kerley "third Party Agency PSI _ TPIA 0 04 _ Number of Labels 1 Total Amount Attached $ 50.00 ~r Manufacturer's Serial Manufacturer's Model Ntunber SVRZ2205143 Designation SVRZ22 SEC71'I0N 2 - LOCATION OF BUILDING street Centerville Water I nk, 349 Old S a City/State/Lip Centerville, MA 02632 �J9� - too SECTION 3 - BUILDER/D)RALER(CERTIPIED INSTALLER INFORMATION � y- •Builaer/Dealer Cellxion, LLC Street 5.031 Hazel Jones Road Ciiy/ iaie j�ip Bossier City, LA 71111 Certified Installer Pride; in America. 3651 Clin o i Plsi., N.1 0,90,90 Licensed Construction License Number- Supervisor -- - Expiration Date: r This form shall be completed bye the nuu-Lufacturer when requesting manufactured building labels. Al irtfornlation small be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed, Phis request shall be forwarded to the State Board of Building Regulations and Standards-CIFRC Building, Paul A. Dever School-1380 Bays Street,Taunton,MA 02780 0br5\Forms2\rnfgLabeRequest tale 15,2001 f_.7: i Tor; �k�ll'•I�IIPdCC:�I f'�Pd�--I`>,:� Address: Pamitx'. /r�9o9 yam. /9%Li17 LARGE ROLLED PLANS ARE IN BOX --/�� 5) FOR ARCHIVING. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o Map Parc FJS Permit# Health Division AIQ S 5144) Date Issued Conservation Division 9 Fee Tax Collector �Q "Y3 T U1 MUST BE q b ((J-7 [;Ni CO IPLIANCE Treasurer i q f-E 5 Planning Dept. �.. , ""TIF ,AND Date Definitive Plan Approved by p Historic - OKH Preservation/Hyannis Project Street Address J'J /10 A Village L e_- Cx i1A`(_1 Owner �° ��ec%l� ��ST//�/1,' /�i�c �i 1��cf Address Telephone J—D IF S11 5' Permit Request X'14 f'CS ,g,��c�.r��s �+ 3S �v A��Y� t .�"' 7d lv4 �r<2 1� /c �tid Z,L '1/ tic f,¢��- 0 �t[ �A �� Nf )/) f'/a/GC i�/� lJJ �1� J<2 Q �i✓ 'n/!Ic n� / .4 r1��r f C Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost' moo,Ov o Zoning District �._Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach upporting documentation. Dwelling Type: Si le Family U Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: O Yes o On Old King's Highway: U Yes ❑No Basement Type: U Full rawl U Walkout U Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): exis' g new First Floor Room Count Heat Type and Fuel: U Gas Oil ❑ Electric Other Central Air: ❑ �4Ue o Fireplaces: Existing New Existing wood/coal stove: U Yes U No hed ar tin LJ new size Pool:U exi ' g ❑new size Barn:U existing U new size Detac� g Attac garage:❑existing ❑new size Shed:U existing ew size Other: Zoning Board of Appeals Authorization l ppeal# Recordew Commercial `b es �_l No If yes, site plan review# i Current Use 6y 4 L,u 17,¢6x BUILDER INFORMATION Name Telephone Number Address License# n le"1.31-2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE t} �' � 13 1 QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 02/18/99 PERMIT NUMBER 36040 PARCEL ID 190 107 345 OLD STAGE ROAD PERMIT TYPE BELEC WIRING PERMIT DESCRIPTION NEW 200A UNDG. SERV. & EQUIPMENT WIRNG CONTRACTOR PERMIT FEE 90. 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION O1/25/1999 EXPIRATION VALUATION 4000 . 00 DATE ISSUED O1/25/1999 COMPLETED O1/26/1999 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT NO MORE RECORDS IN THIS DIRECTION © a, 1 APPROVALS ` - Y are COMMUNICATIONS OF THE MID-ATLANTIC, INC. A fAE4V1 40 HARTWELL AVENUE �_ 00 "`.�1PNm' pOE LEXINGTON, MA ®� (617)1839 359160(FAX) AMrmEl mrarRucliou are 1txrEt Arc AWUTArldI wre COMMUNICATIONS OF THE MID-ATLANTIC GENERAL DYNAMICS aDn¢nm ormalaRs are Worldwide Telecommunications Systems 40 HARTWELL AVE. ��ouws are LEXINGTON, MA 02421 EONAlG1CrpR FiU SUPfANSOR dre MA=0899A AreAaarsmox.mR are GPI oowlA�rs ano AU1RpLIE 11E WNmACTOR ro PRa® wm1 1Rc carcrm¢nan oEvdlmm r[rmra au ax+mnlcnw oauuwrs wa warecr ro Re+Ov er 111E WrIL BUMN4 OEPNn11DR U1D ARI G1WCE5 OP IIOOIRGITIQR RIEY WY wrosc CENTERVILLE G CONSULTING E RS E INC. CONSULTING ENGINEERS 800 SOUTH MAIN STREET MANSFIELD, MA 02048 (508) 339-9350 SITE INFORMATION LOCATION MAP DRAWING INDEX NO. SuBMITIAL _ A 02/04 OS 6511m FOR RENEW a ,�4� r�- ' + r 4 �' xx� ♦ a _ _ BY: JYT I CHK:JMF I APP'D:CJS PROPERTY OWNER: CENTERVILLE OST MM FIRE DISTRICT ` r k! x1.k .., . SHEET DESCRIPTION REV DATE O oa/DS Ds M C FDR CONSTR.-FINAL 1675 FALMOUTH ROAD - r� r s a e a IIw' �. 3 r,: x• s �, « Em cds axc:CJS I APP'D:CJS CENTERVILLE, MA 02601 >�� •� � x ` x . ` T01 TITLE SHEET 0 03/04/05 BY. CHK: APP'D OWNER SITE I.D.#. MA-0899A A01 PROPERTY PLAN 0 03/04/05 APPLICANT: NEXTEL COMMUNICATIONS �� ' ' - � a '' 40 HARTWELL AVE. " A02 SITE PLAN 0 03/04/O5 LEXINGTON, MA A03 TOWER ELEVATION AND DETAILS 0 03/04/05 SITE ADDRESS: 345 OLD STAGE ROAD ? L � '• CENTERVILLE, MA 02601h { Il r • t t + A04 FOUNDATION DETAILS 0 03/04/05 <r •o. COUNTY: BARNSTABLE h i •` q z i �' %' i 'e 0 ',' <�• r:,: .aa . _ " a ..x.. A05 SITE DETAILS 0 03/04/05 GAR IC LATITUDE: 41' 39' 33" igY ra • ai j 6 s ea. �� GOLD I 4 LONGITUDE: 70' 21' 06" 1 �* S x t , Yy ,y r Y 4! t# A06 SITE NOTES 0 03/04/05 Ln ZONING JURISDICTION: TOWN OF CENTERVILLE f% x 1 3 � * �" .; ,1 F E01 UTILITY AND GROUNDING PLAN 0 03/04/05 PLAT/LOT: MAP 190 PARCEL 107 AREA OF CONSTRUCTION: 240 S.F.t %c. : �;qC6 0 p a:' N g"-� t\ } I n a, ':. J E02 ELECTRICAL DIAGRAM AND DETAILS 0 03/04/05 ENGINEER: GREENMAN-PEDERSEN, INC. E03 ELECTRICAL DETAILS 0 03/04/05 800 SOUTH MAIN STREET � g / w E04 GRONDING DETAILS 0 03/04/05 MANSFIELD, MA 02048 � Or � ��. , � �y4 � � ,� It �, � U IT IS A NOLATNIN OF LAW FOR ANY PQt50N, UNLESS THEY ARE ACnNG UNDER THE DIRECTION CONTACT: CLEM SALEK � 5I y i p � I OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PHONE: (508) 339-9350 6 ' 1;` �v - a `n` x ,f is 4 e • �'it SITE ID: } 'i�lS.�.w m`; � .cv £r FA ' �... r`�.,< SITE NAME: CENTERVILLE SITE ADDRESS: 345 OLD STAGE ROAD CENTERVILLE MASSACHUSETTS 02601HANDICAP REQUIREMENTS DO NOT SCALE DRAWINGS tom` `s�: S .- SHEET TITLE FACILITY I NMA N S' �' ' ,,,tea CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & S UNMANNED EO & NOT FOR HUMAN HABITATION. kt _ HANDICAP ACCESS IS NOT REQUIRED. �r �_ ",.' s. ._?, a„„� ; ),;�. ° ? '; w CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE�s•i a -r <. ." ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH TITLE SHEET DIRECTIONS THE WORK OR BE RESPONSIBLE FOR SAME OTHER REQUIREMENTS TAKE ROUTE 95 SOUTH TOWARDS BRAINTREE/CAPE COD. TAKE ROUTE 3 TOWARDS CAPE COD. FOLLOW TO ROUTE 6 S �T SHEET NUMBER (MID-CAPE HIGHWAY) AT EXIT 5, BEAR RIGHT TOWARDS ROUTE 149, WEST BARNSTABLE. MARSTON MILLS. FOLLOW o AT LEAST 72 HOURS PRIOR TO FACILITY HAS NO PLUMBING OR PARKING. FOR APPROXIMATELY 3.5 MILES. BEAR RIGHT ONTO OLD STAGE ROAD. DIGGING, THE CONTRACTOR IS T 01 w REQUIRED TO CALL DIG SAFE AT a 1-888-DIG-SAFE B�DIG. S 1 Nlr SCOTT,RLLIAMd NORMA Y. 36 LABRENCE LN. I / ` \ \ MAP 190 / \ I \ t \ PARCEL 255 "1/ \\ \ / \ GENERAL NOTES: COMMUNICATIONS N \ \ OF THE MID-ATLANTIC, INC. CHASE,DONALD H. JR&DEBRA \ \354 OLD STAG£RD. 1. FIELD SURVEY DATE: 12/15/04 40 HARTWELL AVENUE MAP 190 \ 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM LEXINGTON, MA I PARCEL 174 N/F \ OF 1988 (NAVD88) (617) 839-6000 SMITH,STEPHEN&SUZANNE (617) 839-5911 (FAX) a I r\�'� \ / �� / 340 OLD STALE RD. \ 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 r MAP 190 \ (NAD83) PARCEL 256 4. CENTER OF EXIST: TOWER N/F- I' I \ \ LATITUDE: N.41.39'33" W I MACCLOUD,KARfN A. I \�1 \ 'ter / LONGITUDE: W.70'21'06" z I �I \ / \ \ ELEVATION: 59'f GENERAL DYNAMICS z c9 1271 SHOOT fL YING HILL RD. w g - _ MAP 190 III 5. OWNER TOWN OF SOUTH KtNGSTON worldwide Telecommunications Systems s. \ PARCEL III 180 HIGH STREET _ jII �' - P 9 i SOUTH KINCSTON, RI 02879 40 HARTWELL AVE. LEXINGTON, MA 1 \ / r 6. SITE NUMBER: MA-0899A 02421 N� HOLDEN,JANE LOU/SE f II \ \// --'� 7. SITE ADDRESS: 345 OLD STAGE ROAD (j.(� CENTERVILLE, MA 02601 MAP 190 I�V j I \ \ \ / L / 8. APPLICANT: 40 CENTERVILLE, COMMUNICATIONS PARCEL 110 `Q' 1 j4I ` LEXINGTON. MA 02421 f 1 j I N/T SMITH,REGINA&STEPHEN A. , /\ 9. JURISDICTION: TOWN OF CENTERVILLE 346 OLD MAP190 RD. i , / GPI PARCEL 9�� I 00 \\ , / / / \ 10. TAX ID: MAP 190 PARCEL 107 ( \�. / l\ 11. DEED REFERENCE: 8K. 652 PG. 225 ` I III 1�I PROPOSED NEXTEL \ 0- \ i / / \ 12. PLAN REFERENCES: BOOK 344 PAGE 14 GREENMAN-PEDERSEN,INC. 15'-0" WIDE ACCESS Q \i / / 13. ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS CONSULTING ENGINEERS AND UTILITY EASEMENT ll AJ� \ / / NIr \ DETERMINED FROM SURFACE EVIDENCE AND PLANS OF RECORD. ALL SULLIVAN,NANCY \ UNDERGROUND UTILITIES SHOULD BE LOCATED IN THE FIELD PRIOR I N/F - Cr1 \ / /� - \ TO THE COMMENCEMENT OF ANY SITE WORK. CALL DIGSAFE 800 SOUTH MAIN STREET i 330 OLD STAGE RD. "� � / ! \ i 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO PLANNED MCRIVER MW LANE.A. I i`' ! MAP 190 \ ACTIVITY MANSFIELD, MA 02048 I RIVER NEW LANE. Q } I �� r •''1. PARCEL )OS (508) 339-9350 MAP 190 I �y9' �O \ 09 \ 14. PROPERTY LINE INFORMATION IS COMPILED FROM TOWN ASSESSORS I PARCEL 109 �. 5,; 9 \ \ PLANS, A LIMITED FIELD SURVEY, AND PLANS OF REFERENCE. A FULL BOUNDARY SURVEY WAS NOT PERFORMED. 15. THE SITE LIES IN ZONE 'C' (AREAS OF MINIMAL FLOODING) AS EXIST AT&T 0 SHOWN ON FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL EOUIPMENT ON ,ttt o\� \` \ / / \ NUMBER 4454-07 0018 E, DATED JUNE 16, 1992. NO. SUBMITTAL CONC. PAD J EXISL j f \i0. \ l \ / / 16. BEARING SYSTEM OF THIS PLAN IS BASED ON TRUE NORTH. TRUE 02/04/05 ISSUEDISSUEDFOR REVIEW A W,QfFR i \'c�b., \ / \ NORTH WAS ESTABLISHED FROM EXIST. PLAN REFERENCE. IT IS NOT BY. JwT CHK:,� APFID;CJS , \ v:� / \ INTENDED TO BE AN EXACT REPRESENTATION OF TRUE NORTH. 03/95 OS ISSUED FOR CONStR.—FINAL 0 Br: WS CHI:GIS I APP'D:NIF CJS SCHUMACHER,ELLEN M. BY: CKXI APWD 86 GREEN ST NORWELL I N/F I I ,L,I MAP 190 /PARCEL 106 LACOSIE JOHN A&JO—ANN B. I I 8 HIGHLAND OR. f If�I \ / W -- / \ l ;• \ \ / MAP 190 I EXIST. VERIZON '� + r" EXIST. GRAVEL \ ., \ / I L,� PARCEL 708 / ,p�I SHELTER '.�! DRIVE f i' - I LEGEND I I rI \ - \ hlt � �� I f •-` r/�•! \ BRIAN, MURRAY G. &PA 7RICIA K. n' W \ 308 OLD STAGE RD. PROP. NEXTEL PROP. NEXTEL 5'x10' o-1 I'/ MAP 189 - — — —— — — — - PROPERTY LINE \ `� \ A o T./ , I 15'x26' (390 SQ. (50 SO. FT.) GENERATOR -\�, \ PARGE[ iJ6-1 - — - ABUTTING PROPERTY LINE 1`r -- -- �.,-- FT.) LEASE AREA LEASE AREA ' � rn N/F \ ------------- EXIST. EASEMENT DUNHAM,HARRIET •\ ^ , e J19 OLD STAGE RD. \ i -x x x EXIST. CHAIN LINK FENCEMAP L { h \ PARCEL d7 IN \ \� / EXIST. TREE LINE \ - ' CENTERVILLE OSTERVILLE '� \ EXIST. DRIVE �NIF , iI dt MARSTONS MILLS \ 1 \ry \ i —••- EXIST. WETLAND LIMITS / SZABO,ROBERTA A\ I FIRE DEPARTMENT \ ";.}\ \ i GHw OHw EXIST. OVERHEAD UTILITIES FIT IS A VKAATKIN aF LAW FOR ANY PERSON, IJ27 SHOOTFLYING HILL RD. \ ; 1875 FALMOUTH RD.MAP 189 ! %• MAP 190 `s\ OHw OHw PROP. OVERHEAD UTILITIES LESS THEY ARE ACTING UNDER THE DIRECTION PARCEL 121 -' 1 jttl PARCEL 107 / `;\ UG/E/r EXIST. UNDERGROUND UTILITIES OF A �PROFS oo�a1�T�� UG/E/r PROP. UNDERGROUND UTILITIES EXIST. UTILITY POLE 97E ID: MA-0899A 5.34' •5653"i/ _ ......a..�_� \ I I SITE NAME: I f' Tr`y l \ ZONING REGULATIONS CENTERVILLE TELEPHONE ZONING DISTRICT RC •ENGLAND ENT \ `._,•.� ,� NEW 60 EASEMENT N F Z OLD STSITE AGE ` 34 AD `•••--.,-.,,, AND 1ELEGRAPN � i 1766EFALMOUTH RD. F ,. \\\ REOU/RED PROPOSE 5 CENTERVILLE PARCEL 35 MIN. LOT AREA: 43,500 S.F. N/A MASSACHUSETTS 02601 N/F \ MIN. LOT FRONTAGE: N/A N/A (' 1 NICHOLSON,MARY. '`• \ I 1776 FALMOUTH RD. \ \ ,l- i �\ SETBACKS: (BUILDINGS) I \ �.....- I / SHEET TITLE \ ` / i � FRONT YARD: 20' 137.4't N/F `1 PARCEL834 ,1 \\ / i SIDE YARD: 10' 208.9t PROPERTY PLAN ROSE,EVEL YN 10 REAR YARD: 10' 1 .3'f t I 1786 FALMOUTH RD. MAX. BLDG HEIGHT 30' .5' I N/F l I N/F 1 MAP 169 1 \ I RI J20 SHOOT L MAP 90 HILL RD L. 1 PARCEL J3-1 `\ \ \ / / \\ SHEET NUMBER BANCHICK, JACOB&SADIf I PETER i 5 FOX HILL R0. I MAP 189 I '� PARCEL J3-2 PARCEL 40 PROPERTY PLAN SCALE: 24x36 - 1" 50' \ A 0 1 11x17 1" 100' i SITE WORK GENERAL NOTES: 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED IN COMMUNICATIONS EXIST. CHAIN LINK PROP. 15'-0" WADE / cols THE SPECIFICATION PROJECT SUMMARY. OF THE MID—ATLANTIC, INC. FENCE ACCESS AND UTILTY / J // / EASEMENT / 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 40 HARTWELL AVENUE O REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. LEXINGTON, MA .c 0-�— O / / (617) 839-6000 -.• /x� �O �C // 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM (617) 839-5911 (FAX) O THE PCS EQUIPMENT AND TOWER AREAS. /`..../ �0 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. +/ PROP. NEXTEL. + FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR CS E N E FZA L DY N A M 1 C S ANTENNAS (TOTAL OF EXIST. EMBANKMENT.. O LMETER ` I Worldwide Telecommunications Systems O 12) MOUNTEDHANDRAIL EXIST. T TANK LEG I 1 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM 40 HARTWELL AVE. GRADE PRIOR TO FINISHED SURFACE APPLICATION. LEXINGTON. MA y— +/ ❑ EXIST. !0'GATE I ' ( 02421 r� 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND J \� i WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE �f 12'-0" TYP i\ RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY F' } EXIST.ANTENNA * THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR (FIF) i` tt UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW EXIST. 4'GATE Y 1 � 1 7. ALL EXISTING INACTIVE SEWER WATER GAS ELECTRIC AND OTHER UTILITIES, GPI p 0\\ �� 1 WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED O 4 AND/OR CAPPED PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL l / 1 / GREENMAN-PEDERSEN INC. � , NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL CONSULTING ENGINEERS 1? OF ENGINEERING. C 1 8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT 800 SOUTH MAIN STREET 0 O j 1 COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM MANSFIELD, MA 02048 EXIST. RIP RAP FOR ❑ I j 1;i SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS,SPECIFIED IN THE (508) 339-9350 TANK OVERFLOW I SPECIFICATION FOR LANDSCAPE WORK. 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING _ I CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING f � SUBMITTAL j CONSTRUCTION, SHALL BE IN CONFORMANCE WITH STATE OF RHODE ISLAND No. sueL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH THE 0y/� m pI ST. GRAVEL (� TOWN/COUNTY CODE ENFORCEMENT OFFICE. A BY.. jwr CHK,1Mr APP'D:GR \ / XI • I I � DRIVE II , OS/os/as FOR CONSTR.— L I D ISSUEDISSUEDCONSTR.—Fleu or. cis pIX:C S APP'D:GIs FYI , O + i 10. CONTRACTOR IS TO SUPPLY COMBINATION LOCKS (PER GENERAL ` i;/ DYNAMICS NEXTEL SPECIFICATIONS). PROP. NEXTEL 1 2 1-41 !` UNDERGROUN C A05 A05 I I } /{J j BASEMAP NOTES OAX DUCT BANK / / S J 1. BASEMAP FROM FIELD VISIT PERFORMED BY GREENMAN-PEDERSEN, O + /J ��` ;� INC. ON 4/20/04 EXIST.AT&T —j EQUIP. ON CONC. j` I PAD EXIST ARBORVI rAE �"+ LEGEND ? ^ O / . / s' ti-1 */ /..... — — — — — — — — — PROPERTY LINE «P O7-, EXIST METER a .q +/ oc, ,C(7 BANK 0 / clLlt i' - — — — — — — — - ABUTTING PROPERTY LINE x ~^ / - — — — — — — — - PROP. EASEMENT 0 0- EXIST. CHAIN LINK FENCE a.g\• '/ PROP. / EXIST. TREE LINE ------ o 11 "+'rk• / - /// i ��\ METER / - IT Is A VIOLATION OF LAW FOR ANY PERSON, + EXIST. TELCo ;//'% EXIST. DRIVE UNLESS THEY ARE ACTING UNDER THE DIRECTION HANOHOLE / T OF A UCENSED PROFESSIONAL ENGINEER. EXIST. WETLAND LIMITS/ ro ALTER THIS DOCUMENT. \ .'�_�'. \ % ,�v"• T. 12'CATE - oHw onw .. oHw PROP. OVERHEAD UTILITIES SITE ID: ��., _ — — _ /� vc/E/r EXIST. UNDERGROUND UTILITIES MA 0899A + Exisr. CSC uciE/r PROP. UNDERGROUND UTILITIES SITE NAME: cnelNEr r. EXIST. UTILITY POLE CENTERVILLE 5 PROP. NEXTEL , ; E03 GENERATOR RECEPTACLE / SITE ADDRESS: 345 OLD STAGE ROAD a' 3 PROP. NEXTEL CPS ' ENTERVILLE ANTENNA (TYP.) MASSACHUSETTS 02601 3-0. / SHE TITLE 131 . /. ... ETPLA SITE N SITE PLAN SCALE: 24x36 — 1" = 8'-0' SHEET NUMBER 11x17 - 1" = 16'-0" A02 COAX PORT ASSIGNMENTS 12', TYP (VIEWED FROM INSIDE EQUIPMENT ROOM/SHELTER) IT AZIMUTH COMMUNICATIONS 1 B I I W OF THE MID-ATLANTIC, INC. PIPE MOUNT O O O I Y I I G I R 40 LLEXINGTON AVENUE (617) 839-6000 EXIST 250,00E GALLON (617).839-5911 (FAX) ,,—EXIST OO O Y WATER TO{4£R I R I W I R I G DOWN TILT ASSEMBLY II a 11 w Ile II c NORTH GENERAL DYNAMICS III R 11 G Worldwide Telecommunications Systems EXIST. VERIZON EXIST.AT&T ANTENNA O O O O 40 HARTWELL AVE ANTENNA ARRAY ARRAY(9 TOTAL) III R III W III B III C 02 ANTENNAS TOTAL) LEXINGTON, MA III W II B 02421 PROP. NEXTEL ANTENNAS MOUNTED ON HANDRAIL 2 6 __yrExisr. sTRucTURE COS KEY 240 / tzO (12 ANTENNAS TOTAL) AD, A05 EL. = 130'-O"±AGL AZIMUTH w R II w A7JMUTH (PAINT TO MATCH EXIST.) , I NEXTEL PANEL R - RED _ ANTENNA W_-WH � b, I CL PROP. NEXTEL (12) ANTS G -GREEN II R III G GPI EL. = 125'-0" AGL Y-YELLOW(CPS) Oro I MOUNT ANTENNA IN ACCORDANCE NTH MANUFACTURER'S RECOMMENDED PROCEDURE GREENMAN-PEDERSEN,INC. i I CONSULTING ENGINEERS 0i ; ANTENNA W DOWN-TILT I NOT TO SCALE 2 DETAIL 3 800 SOUTH MAIN STREET A03NTS A03 MANSFIELD, MA 02048 40; I (508) 339-9350 I ANTENNA WITH 7/16 /7DIN CONNECTOR 4i I EXIST.AT&T COAXIAL I NO' rrAL CABLE RUN M I 7/16 DIN MALE 02/04/05 ISSUED FOR REMEN tia I A BY. JMT CHK JMT APP'D:CJS �e� I 0 03/05/05 ISSUED FOR CONSTR.-FINAL yp° I / BY. CJS CHK CJS APP'D CJS " I NEXTEL SHELTER/ROOM 7/16 DIN MALE BY: CHK APP'D I PROP. COAX CABLE RUN ON i I EXIST. TOWER LEG WITHIN CABLE 3 5 vA TRAY (PAINT TO MATCH EXIST.) A05 A05 M1u 7/16 DIN FEMALE ti; IB- COAX CABLE ` I MAX (SEE NOTE 2) NOTES 6"' I j R = TO BE DETERMINED 1. COAX CABLE SIZE WILL BE DETERMINED BY RF "i DIN FEMALE BY COAX CABLE SIZE MANENGIUFACTURERRAND COLOR-CODING.SCHEDULE TO RF FORCABLE SIZE. SURGE SUPPRESSOR 1✓ DEVICE / BOOTED, WEATHER-SEALED 2• COLOR-CODE COAXIAL CABLE: ` u WALL FEED _ AT TOP, JUST ABOVE GROUND KIT, 2" WIDE TO BE k" DIN MALE VISIBLE FROM THE GROUND 1\ SILVER PLATED DIN FEMALE ( ) - AT BOTTOM, JUST OUTSIDE COAX PORT I - INSIDE NEXTEL EQUIPMENT ROOM/ENCLOSURE - AT ALL WALL/FLOOR PENETRATIONS TYPICAL ANTENNA SCHEMATIC 4 3. RADIUS 'R' SHALL BE EQUAL TO OR GREATER THAN }a° NOT TO SCALE A03 MANUFACTURER'S RECOMMENDATION. EXIST. VERIZON 12k3O' LL:ISA NOUTION OF LAW FOR ANYEOuIPMENT SHELTER I THEY ARE ACING UNA LICENSED PROFES90NAL ENGINEER, R F SYSTEM SCHEDULE - NEXTEL TO ALTER THIS DOCUMENT. PROP. NEXTEL 11'-6"X20' 2 SHELTER ON CONC. PIERS A04 I EXIST TELECORP RADIO ��^ I PROP. NEXTEL GPS CABINET ON CONCRETE SITE ID: y;',' ANTENNA MOUNTED ON 2 i PAD SECTOR ANTENNA TYPE AZIMUTH DOWNTILT RAD CTR, AGL MAKE MODEL FEED CABLE MFG LENGTH COLOR MA-0899A SHELTER (TYP OF 2) A05 ,j EXIST 6"FENCE A I G Rx 0' 2' 125'-0"t DECIBEL DB844H90 CENTER 15/e' TBD 180't G SITE NAME: EXIST 6'-0"HIGH 8 Tx 0' 2' 125'-0"t DECIBEL DB844H90 CENTER I%" TBD 180't B CENTERVILLE CHAIN LINK FENCE W/1' BARBED HIRE I W Rx 0' 2' 125'-O"t DECIBEL DB844H90 CENTER 15/e" TBD 180'f W SITE ADDRESS: I R Tx 0' 2' 125'-0"t DECIBEL DB844H90 CENTER I%' TBD 180't R 345 OLD STAGE ROAD B G Rx 120' 0' 125'-0"f DECIBEL DB844H90E-XY CENTER 15/8" TBD 180't G/G CENTERVILLE FINISHED GROUND II B Tx 120' 0' 125'-0"f DECIBEL DB844H90E-XY CENTER IS/B' TBD 180't B/B MASSACHUSETTS 02601 11 W Rx 120' 0' 125'-0"f DECIBEL DB844H90E-XY CENTER 15/8 TBD 180't W/W EXIST BACKBOARD W/4 GANG METER CA7E BANK AND DISCONNECT II R Tx 120' 0' 125'-0"t DECIBEL DB844H90E-XY CENTER is/e" TBD 180't R/R SHEET nn.E PROP. COAXIAL CABLE DUCT 1 C III G Rx 240' 0' 125'-0"f DECIBEL DB844H90 CENTER 15/8" TBD 180't G/G/G TOWER ELEVATION BANK TO EXIST. TOWER LEG A05 III B Tx 240. 0' 125'-0"t DECIBEL DB844H90 CENTER IS/R" TBD 180't B/B/B AND DETAILS III W Rx 240' 0' 125'-0"t DECIBEL D8844H90 CENTER 15e" TBD 180't W/W/W TOWER ELEVATION III R Tx 240' 0' 125'-0"t DECIBEL D13844H90 CENTER 15/e' t TBD 180't R/R/R SHEET NUMBER SCALE: 1" = 16'-0" A03 - PRIMARY GPS - - - - - Y2" - 25't Y A 0 3 SECONDARY GPS - - - - - YZ" - 25't Y/Y C SHELTER WALL COMMUNICATIONS OF THE MID-ATLANTIC, INC. 40 HARTWELL AVENUE LEXINGTON, MA (617) 839-6000 ANCHOR SHELTER IN ACCORDANCE (617) 839-5911 (FAX) 4'x4'x4" 3000 PSI WITH SHELTER DRAWINGS SHELTER CONCRETE STOOP SHELTER 1/4"/FT SLOPE (BROOM FINISH) z SHELTER FLOOR GENERAL DYNAMICS 6x6—W2.OxW2.0 n Worldwide Telecommunioatione Systems FINISH GRADE AVE. L WIRE MESH SHELTER FLOO 40 HARTWEL R LEXINGTO MA A 3/4' CHAMFER 02421 ON EDGES _ FINISH GRADE SLOPE — T . ...,. ... . ......::. .. _ S ONE e' 3 TIES. TYP (SPACED ®12" D.C.) I GPI CRUSHED STONE GREENMAN-PEDERSEN,INC. 1/2" NEOPRENE �(6) #7 VERTICAL BARS CONSULTING ENGINEERS FILLER ALLY SPACED) LEDGE 3"cue 800 SOUTH MAIN STREET DETAIL 24' (12 MIN.) MANSFIELD, MA 02048 NTS A04 GROUT EVERY OTHER BAR 6" INTO (508) 339-9350 ROCK ALTERNATE PIER DETAIL 3 20'-0" NOT TO SCALE A04 NO. SUBMITTALE OR A 02/04/05 5511ED FOR RENflN Ilf: JYT cm-JMr APP'D:CJS 2'-0" LG 8'-Q" 8'-0" 2'-0" 0 03/05/05 ISSUED FOR CONSTR.-FIW1L (TYP.) (TYP.) MID.) (TYP.) �: cis C""ors A PIP cJs 6Y: Cw: APP'D: SHELTER WALL A04 (SEE PIER FOUNDATION DETAILS 3 CONCRETE PIER, 8 PL ) � ANCHOR SHELTER IN ACCORDANCE WITH SHELTER DRAWINGS SHELTER w v=i z SHELTER FLOOR j\ 4'x4' CONCRETE STOOP. 1 13 FINISH GRADE �> (SEE STOOP DETAIL) A04 w I�OUTLINE OF SHELTER v � O I a O O , (- IT IS A VIOLATION OF LAW FOR ANY PERSON, STONE v {�H. UNLESS THEY ARE ACTING UNDER THE DIRECTION " OF A LICENSED PROFESSIONAL ENGINEER, - �:(;�., TO ALTER THIS DOCUMENT. ° #3 TIES, TYP SPACED SITE ID: ( — (4 L- <—a e — — — — — — a — — — — — — — —J 9. SITE NAME: CENTERVILLE (6) #7 VERTICAL BARS SITE ADDRESS: (EQUALLY SPACED) 345 OLD STAGE ROAD CENTERVILLE 3" CLR MASSACHUSETTS 02601 24' (12" MIN.) SHEET TITLE UNDISTURBED PARENT MATERIAL FOUNDATION DETAILS PIER LAYOUT PLAN 2 FOUNDATION PIER DETAIL 3 SCALE: 3/8"=l'—O" A04 NOT TO SCALE A04 SHEET NUMBER A04 FINISHED GRADE, AC OR CONC PAVING O (O GPS ANTENNA MATCH SLOPE AND PROP. 3/8" GALV. OR /Y I THICKN GRADE TRENCH STAINLESS THREADED 7ROD o m0000SS OFC'11 o KEEP REFLECTING COMMUNICATIONS EXISTING FINISHED 10' OBJECTS BELOW 10' PROP. 1 Xl X j" GALV: BAR UNDISTURBED SOIL ANGLE (LENGTH AS REQ'D) OF THE MID-ATLANTIC, INC. a 40 HARTWELL AVENUE =III=III _= III= 1=1 O LEXINGTON, MA 'T I-M — -I_TI (n (617) a39-6o00 to (617) 839-5911 (FAX) N WARNING TAPE \V� o -�- 0Oa0 =III COMPACTED BACKFILL PER THE (E) RIVET WEATHER PROOFED AREA GENERAL DYNAMICS IIIIIIIf If DESIGN AND CONSTRUCTION �� m Worldwide Telecommunications S _ II II SPECIFICATIONS FOR EARTHWORK Systems O INSTALL GROUND KIT ON / a OR LEAN CONCRETE �O _ 1 PIPE MAST OR UNISTRUT 1117 (E) LACING � I o 3 rT Yz" COAX AND TIE BACK� � Z 40 HARTWELL AVE. UNREINFORCED LEAN CONC C a TO EXTERIOR ANTENNA UP TO 1416" OD LEXINGTON, MA DUCT BANK RED COLORED j 9cF �o Xo Z GROUND SYSTEM WITH �� 02421 6" MIN j U) a o3 #6 STRANDED COPPER ( P ANTENNA CABLES (12) 4" PVC -�- -------------- - -�- 4 0-0 x WIRE IF OVER 25'-0" CONDUITS SCHEDULE 40 (MIN. I f a"En BEND RADIUS = 24") Q I D y z a J¢" HELIAX AND TIE (HORIZ. & VERT.) I z w a ti BACK TO EXTERIOR ANTENNA GROUND GP S MOUNTING STRUCTURE GPI PROP. GALV. BAR CHANNEL j �P ~a w z PROP PANEL BACK TO EXTERIOR GROUND SYSTEM W/ (E) CHANNEL I c�a c� AN #2 SOLID BARE TINNED AND ATTACHED NOTE: PROVIDE PROPER BENDING RADIUS FOR CONDUITS 2X1X " SPACER BOLTED G SHELTER ROOF AS REQUIRED BY THE COAXIAL CABLE MFR. TO REAR OF UNISTRUT LEG I �� of _j W/ 2 HOLE LUG. GREENMAN-PEDERSEN,INC. O CONSULTING ENGINEERS CONCRETE DUCT BANK PROP. GALV. BAR CHANNEL 2X1X - SPACER BOLTED TO REAR OF UNISTRUT iy L3X3XN6" GALVANIZED ANGLE-_.. WELD PIPE~TO ANGLE bR- 800 SOUTH MAIN STREET MOUNT WITH (2) GALVANIZED PROP. P1000 GALV o m m o 0 090 0 o I m o o Ya" U BOLTS AND HARDWARE' M NSFl LD, MA 02048 BURIED COAX DETAIL 2 A E (508) 339-9350 NTS A06 UNISTRUT (LENGTH MOUNT TO SHELTER OR - AS REQ'D) I PENTHOUSE WITH (2) EXPANSION BOUT$.: (E) BUILT-UP SECTION / No. SUBMITTAL TOWER LEG—/ I A m✓oyss ISSUED FOR RLVIBN DETAIL 3 im jwr CHIC.jWr APP-D:cs DS/OS ISSUED FOR CONSTR.-FINAL NTS AO5 0 W cis aa:cis APP'D:cis TANK LEG ATTACHMENT DETAIL 5 By: CHIC, APP,D: EXISTING WATER TANK NTS AOrJ TOWER LEG PROP. UNISTRUT CLAMPED TO EXISTING TOWER LEG. PROP SEE DETAIL THIS SHEET. ANTENNA MAST TOP OR SECURE COAX CABLES TO .,��.�•..v.�,,, UNISTRUT WITH SNAP IN BOTTOM RAIL NOTE: HANGERS PROP. 2X2X16" TS. 1/2" BOLTS (2) DUCT BANK CONDUITS TO BE TERMINATED A LENGTH AS REQ'D (6"t) MINIMUM 24" A.F.F. cr �. _ .. I„ STANDOFF LENGTH c ° 2"X4'X4 PLATE AS REQUIRED (6"t) (E) TOP RAIL TOP AND BOTTOM SECTION 2X2 TS WELDED PROPOSED CO-AX CABLE PROP. CABLE TRAY COVER. TO FLAT (TYP) COVER TO BE USED FOR STOCK SILICONE SEALANT THE FIRST 20 FEET OF (E) L BRACE 4„ TOWER LEG INSTALL SPRAY FOAM SEALER AROUND COAX IT IS A 11OLATION aF LAW FOR ANY PERSON. NEAR END OF CONDUIT. INSTALL UNLESS THEY ARE ACTING UNDER THE ORECTXIN MIRCOFLECT BOOT KIT AND SEAL CAPS W/ OF A LICENSED PROFESSIONAL ENGINEER, To ALTER THIS DaLUNwETNT. BLACK SILICONE SEALANT BOTH ENDS PROP 4" PVC 3.1 SITE ID: EXISTING CONCRETE COAX CONDUIT. PROP. 2X246 TS. PROPOSED UNDERGROUND CONDUIT MA-O899A TOWER LEG FOUNDATION SEE BURIED LENGTH AS REQ'D (6"t) BANK. TWELVE 4" GREEN SCH 40 SITE NAME: CONDUIT DETAIL PVC CONDUITS REQUIRED. THIS SHEET CENTERVILLE WALKWAY SIZE ADDRESS: 345 OLD STAGE ROAD CENTERVILLE MASSACHUSETTS 02601 CONTRACTOR TO FABRICATE 14GA GALVANIZED STEEL VANDAL RESISTANT COVER TO PROTECT EXPOSED SHEET TITLE CABLES. COVER TO EXTEND 10' OFF EXISTING PROP PANEL GROUND TO PREVENT UNAUTHORIZED CLIMBING OF ANTENNA SITE DETAILS TOWER LEG. SECURE LOWER PORTION OF COVER TO TOWER FOUNDATION, AND TOP OF COVER TO 24" CABLE TRAY COVER PVC STUB-UP DETAIL 4 F SHEET NUMBER BURIED CONDUIT ISOMETRIC 1 ANTENNA MAST ATTACHMENT DETAIL 6 NTS 1,AOJ6 NTS AO5 NTS AO5 A 0 5 GENERAL NOTES: SITE WORK GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: APPLICABLE BUILDING CODES AND STANDARDS COMMUNICATIONS 1 THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS I. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, OF THE MID-ATLANTIC,INC. FACILITY CONSISTING OF LOCATING ON AN EXISTING LATTICE SERVICES PRIOR TO THE START OF CONSTRUCTION. ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE PROJECT STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING TOWER WITH ANTENNAS AND THE PLACEMENT OF EQUIPMENT SPECIFICATIONS. JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED 40 HARTWELL AVENUE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND SHELTER AT THE TOWER BASE. CODES AND STANDARDS IN EFFECT ON THE DATE Of CONTRACT AWARD LEXINGTON, MA OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF SHALL GOVERN THE DESIGN. (617) 839-6000 ! 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. (617) 839-5911 (FAX) REQUIRE POTABLE WATER OR SEWER SERVICE. THE PROPER EXECUTIONOF THE WORK, SHALL BE BUILDING CODE: RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, BOCA NATIONAL BUILDING CODE 1999 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL ELECTRICAL CODE: OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS HUMAN HABITATION. (NO HANDICAP ACCESS IS REQUIRED). NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99S8 SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS GENERAL DYNAMICS WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO NATIONAL ELECTRICAL CODE 4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND SHALL BE STANDARD, UNO. OTHER: Worldwide Telecommunications Systems INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL AMERICAN CONCRETE INSTITUTE (ACI) 318 40 HARTWELL AVE. NEXTEL TECHNICIANS. SAFETY D) TRENCHING & EXCAVATION. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE LEXINGTON, MA REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC 02421 5. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS 3• ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS MANUAL OF STEEL CONSTRUCTION, ASO. NINTH(AISC) PROPOSAL. AND PROJECT SPECIFICATIONS. CONCRETE CAST AGAINST EARTH........3 IN. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES CONCRETE EXPOSED TO EARTH OR WEATHER:6. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND AND ANTENNA SUPPORTING STRUCTURES DISPOSED OF LEGALLY. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 //5 AND LARGER ........................... IN. GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND GPI 7. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE #5 AND SMALLER & WWF ............1� IN. PERFORMED IN ACCORDANCE WITH THE PROJECT 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100(1999) SPECIFICATIONS. FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF OR NOT CAST AGAINST THE GROUND: ELECTRONIC EQUIPMENT TIA 607 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS GREENMAN-PEDERSEN,INC. FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL FOR TELECOMMUNICATIONS TELCORDIA GR-1503 CONSULTING ENGINEERS ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. SLAB AND WALL ........................... IN. NOT BE PLACED IN ANY FILL OR EMBANKMENT.9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL BEAMS AND COLUMNS """"""""17¢ IN. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 7• THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER 800 SOUTH MAIN STREET CONCRETE SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE 5. A CHAMFER N SHALL O PROVIDED AT ALL EXPOSED EDGES OF REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. 10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS APPLICATION. , LINO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A MANSFlELD, MA 02048 FROM THE SITE ON A DAILY BASIS. 6 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. (508) 339-9350 8. ALL EXISTING INACTIVE SEWER, WATER GAS, ELECTRIC AND . PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE 11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S OWNER. SUBCONTRACTOR SHALL NOTIFY GENERAL DYNAMICS OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING NO. SUUMAL PROCEEDING WITH CONSTRUCTION. THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS 02/04/05 ISSUED FOR SEW UTILITIES. SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. STRUCTURAL STEEL NOTES: A BY. JMr CHr-JMr I APP•D:CJS 12. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF D 03/05 05 ISSUED FOR COMM-F1NAL REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE. By cis CHIC.cis APP'D CJS WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR PROJECT SPECIFICATIONS AND BE IN ACCORDANCE WITH ASTM A36 13. SUBCONTRACTOR SHALL CALL DIG-SAFE FOR UNDERGROUND DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND UNLESS OTHERWISE NOTED. UY1. CHIC APP•D: UTILITY MARKOUT PRIOR TO CONSTRUCTION. STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE 1-800-DIG-SAFE. PROJECT SPECIFICATIONS. 2. ALL WELDING SHALL BE PERFORMED USING E70XX LOW HYDROGEN WELDING ELECTRODES AND WELDING SHALL CONFORM TO AISC AND 14. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING AWS DIA. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE CONTRACTOR IS GENERAL DYNAMICS. SUBCONTRACTOR IS THE SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL GENERAL CONTRACTOR. CONSTRUCTION AND OWNER IS REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE / NEXTEL COMMUNICATIONS. WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT TOUCHED UP. J jA'J CONTROL. r. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (34"0) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. �©� 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE DIA. ASTM A 307.BOLTS UNLESS NOTED OTHERWISE. 5. CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 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 SHALL BE MAINTAINED DURING INSTALLATION. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE ID: MA-0899A SITE NAME: CENTERVILLE SITE ADDRESS: 345 OLD STAGE ROAD CENTERVILLE MASSACHUSETTS 02601 SHEET TITLE SITE NOTES SHEET NUMBER A06 S EXIST. CHAIN ELECTRICAL AND GROUNDING NOTES: / -- �_O PROP. AND WIDE / �......,/ ACCESS AND UTILTY ELECTRICAL ` x�0 O \ EASEMENT b O/ O o�r 1 PROJECT PICAL WORK ECIFICATIONSHALL BE PERFORMED AND ALLAPPLCABLENLOCALOCODESE WITH THE COMMUNICATIONS 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL OF THE MID-ATLANTIC, INC. ` PROP. NEXTEL + j CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 40 HARTWELL AVENUE ANTENNAS (TOTAL OF EXIST I LEXINGTON, MA "f 12) MOUNTED TO METER I 3• SERVICE TO EQUIP. SHELTER SHALL BE 120/240 VAC, 200 AMP, 10, 60 Hz. (617) 839-6000 EXIST TANK LEG 1'� 'zo• / HANDRAIL (617) 839-5911 (FAX) O (nP OF 5) 4 THE IO"GATE GROUNDING ANDCUNDE UNDERGROUNDTOR IS CONDUITNSTASIBLE FOR OLLA11ONPERLY SASU ENCING EATS TO PREVENT ANY +/ T. ` � \ LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. GROUNDING GENERAL DYNAMICS i O ti i� Worldwide Telecommunications Systems INSTALL GRO ING KITS AT ANTENNAS EXIST ANTENNA 5. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC rt a /� ( (CADWELD) CONNECTIONS. 40 XINGTO , A CENTERLINE, AND TOWER EXIT POINT 5 6 (Trn) LEXINGTON, MA TIE INTO C OONDING SYSTEM. RUN S E04 E04 EXIST. a'GATE ,� \, �� 6. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 02421 O '\ 7. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR),SHALL BE f O t FORMED USING HIGH PRESS CRIMPS. t 8. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL ;I O CONNECTION. GPI p i 1 j EXIST. RIP RAP FOR I I j' 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION TANK OVERFLOW _ I RESISTANT MATERIAL. GREENMAN-PEDERSEN,INC. O O 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED CONSULTING ENGINEERS i I COPPER UNLESS OTHERWISE INDICATED. 800 SOUTH MAIN STREET j - 11. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND MANSFIELD, MA 02048 O / xisT. GRAVEL 1` SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 48" BELOW FINAL GRADE. (508) 339-9350 a81vE 12. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE O GROUND BUS ARE PERMITTED. No. SUBMITTAL 13. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE �04/05 ISSUED FOR REVIEW AVOIDED WHEN 45• BENDS CAN BE ADEQUATELY SUPPORTED. A Ery. jMT CHr_ APPDoGIS .' ,�!� I 03/05/05 ISSUED FOR CONSTR.-FINAL 14 ',1�."`s` p J . MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT s er WS CIIK:CJs APP'D:ca5 ti ` EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, USING FALL OF ar: CNK: APP'D: ^_ ; I � POTENTIAL METHOD. + PROP. CONNECTION - 15. ANTENNA GROUND KITS SHALL BE FURNISHED BY NEXTEL AND INSTALLED BY / ,A TO EXIST. GROUND EXIST. AT&T O / = CONTRACTOR. �'' =` \ -� RING (2) EQUIP. ON CONC. f EXIST%; «'. + PAD �!t LEGEND: ARBORNTA£ TIE EXTERIOR O/ o /// GROUND BAR EXIST METER / ® GROUND SYSTEM TEST WELL Il \ti F E04 INTO GROUND BANK RING O� / j GROUND ROD p-x O'x i DISCONNECT SWITCH ` r + �} ,;,�T�T ❑ i C �i METER EXIS T. TELO � / HAND HOLE 1 PROP. NEXTEL METER . / AND DISCONNECT UTILIZE AL CADWELD TYPE CONNECTION / xisr. I2'cArf j/ E02 EXIST. METER SOCKET :.� / • COMPRESSION TYPE CONNECTION ,a y }moo uc/E/T GROUNDING WIRE I•..._�•j� .y / Q'•'+v ( --_ IT IS A WaATION aF LAW FOR ANY PERSON, Yp \ 9 0 `o 2 PROP. POWER 3 3 0 -r - ( ) # / uNlEss THEY ARE ACTING UNDER THE DIRECTION \ E03 & (1) #2G - 2"C XXX f- REPRESENTS DETAIL NUMBER OF A LICENSED PROFESSIONAL ENGINEER, REF. DRAWING NIIMRFR TO ALTER THIS DOCUMENT. \ + EXIST CSC J X X X CABINET TE ID: r2 PROP. TELCO - 2" PVC ABBREVIATIONS: MA�oss9A s - E03 CONDUIT W/ PULL STRING AWG AMERICAN WIRE GAUGE SITE NAME: + Zd PROP. COPPER-CLAD STEEL GROUNDa 5 \ PROP. NEXTEL BCW BARE COPPER WIRE CENTERVILLE ACTOUAL WALL BIEEDETERM DETERMINED RYNS TL E04 yif ti „• / 4r ~ E03 GENERATOR RECEPTACLE CGBE COAX GROUND BAR EXTERNAL 345 OSITE ADDRESS: LD STAGE ROAD RESISTIVITY TEST. RODS SHALL NOT �V,.._. f #2 AWG TINNED SOLID COPPER CIGBE COAX ISOLTAED GROUND BAR EXTERNAL BE SPACED GREATER THAN 20' AND ~' BUILDING GROUND RING CENTERVILLE NOT LESS THAN 6'. DWG DRAWING MASSACHUSETTS 02601 8 PROP. FENCE EMT ELECTRICAL METALLIC TUBING PROP. GROUND TO E04 GROUND (TYP OF 2) SHEET TITLE HVAC UNIT, 2 PL MGB MASTER GROUND BAR UTILITY AND 2 PROP..GROUND TO GPS PCs PERSONAL COMMUNICATION SYSTEM GROUNDING PLAN A04 ANTENNA (TYP OF 2) PVC RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT UTILITY AND GROUNDING PLAN RGS RIGID GALVANIZED STEEL SHEET NUMBER SCALE: 24X36 - 1"=8'-O" RWY RACEWAY C O SCALE: lIX17 - 1"=16'-O" L TYP TYPICAL NOTES: 1. SUBCONTRACTOR SHALL PROVIDE A, SINGLE PHASE, 200 AMP, 3 WIRE, 120/240 VAC, 60HZ SERVICE FOR NEXTEL SITE. COMMUNICATIONS " 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF THE MID-ATLANTIC,INC. OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND PROP. NEXTEL INSTALLED PER UTILITY REQUIREMENTS. 40 HARTWELL AVENUE SHELTER LEXINGTON, MA EXIST METER CENTER PROP. NEXTEL 200A, 2-POLE 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS (617) 839-6000 CB AND METER. UTILIZE EXIST. PROVIDED BY PPC MANUFACTURER. (617) 839-5911 (FAX) METER BLANK 4. ALL SERVICE t=OUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND PROP. BLACK PLASTIC UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. LAMINATE NAMEPLATE WITH 1/2" WHITE LETTERS EXIST UTILITY COMPANY 5. SUBCONTRACTOR SHALL INSTALL 36" OF FLEX CONDUIT WITH ALL CONDUIT GENERAL DY NA M 1 C S DENOTING CARRIER NAME PROVIDED TRANSFORMER FITTINGS (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR Worldwide Telecommunications Systems CONNECTION TO THE BTS CABINET. 40 HARTWELL AVE. 6. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT LEXINGTON, MA CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE 02421 - - -{)_ - - POWER UTILITY. PROP. J BOX 7. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL EXIST. 12"CONCRETE BE SINGLE CONDUCTOR (#14 AWG AND LARGER), 60OV, OIL RESISTANT THHN OR PIER TPERATI CLASS B STRANDED COPPER CABLE RATED FOR 90-CACE (WET AND DRY) GPI ' OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 8. CUT, COIL AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR w: T t: I T,> TERMINATION BY RADIO EQUIPMENT VENDOR. f i Y=( .:..._. GREENMAN-PEDERSEN,INC. 'I CONSULTING ENGINEERS CPRO A RI 90' _ EXIST. TELCO 800 SOUTH MAIN STREET AND RISER '. j - CABINET/DEMARC MANSFlELD, MA 02048 PVC (508) 339-9350 T W PROP. 2" RGC 90' / TRING - SWEEP AND RISER NO. SUBMITTAL A 02/04/05 ISSUED FOR REVIEW lT1': JMT CHK:,INF APP O (__1 'D:CJS EXIST TEL CO D 03/05/05 ISSUED FOR CONSTR.-FINK' CJS cis (3) #3/0 - PROP. 2" EXIST (2) 4'" EXIST PRIMARY CONDUIT FROM STREET B cis PVC CONDUIT SCH 40 PVC TO STREET er: cHK: D: POWER AND TELCO SINGLE LINE DIAGRAM NOT TO SCALE — ci,n1 NEMA , NEXTEL PANEL SCHEDULE 22,°°°A.I.C. c, CKT CKT DESCRIPTION AMP AMP DESCRIPTION 1 RECTIFIER #1 30 30 RECTIFIER 12 2 - 3 4 � — — — — — — — — — — — — — — — — — — — — —` 5 RECTIFIER #3 30 30 RECTIFIER /4 6 e MANUAL NON-FUSIBLE10 I TRANSFER SWITCH, 200A, 1 0, 3 POLE (3) #3/0 - 2 I 91 RECTIFIER #5 30 30 RECTIFIER /6 12 EMT CONDUIT - 13 14 IT IS A VIOLATION OF LAW FOR ANY PERSON, 15 RECTIFIER #7 30 30 RECTIFIER QR 16 IT THEY ARE ACTING UN ERDER THE DIRECTION (3) #3/0 — 2" OF A UC04SM PROFESSIONAL ENGINE . EMT C_ONDUI_T 200A, 40 SPACE, 120/240 I 17 16 TO ALTER THIS DOCUMENT. (3) #3/0 - 2" EXIST. _ VAC 10, 60 Hz LOAD RECTIFIER #9 (FUTURE) 30 30 RECTIFIER #10 (FUTURE) PVC CONDUIT (EXT.) OR I fL CENTER W/ 200 AMP QO I PROP. 2" EMT CONDUIT SERIES BREAKER, NEMA 1 AUXILIARY 21 HVAC UNIT #1 60 60 WAG UNIT 02 22 SITE ID:19 LU 23(INT.) I SURFACE MOUNT HACR TYPE HACR TYPE za M A-0899A GENERATOR #3 (SPARE) _ O O O SURGE I RECEPTACLE zsHVACUNIT 26 PROPOSED METER & I SUPPRESSOR I 27 HACR TYPE 00 SURGE ARRESTOR 26 SITE NAME: CENTERVILLE SOCKET TO MEET ELECTRIC 29 RECEPTACLE 1 - INTERIOR 20 20 LIGHTING 30 COMPANY'S REQUIREMENTS I I 31 RECEPTACLE 2 - TELCO 20 20 RELAY (SMOKE DETECTORS) 32 SITE ADDRESS: p, WITH CIRCUIT BREAKER 33 RECEPTACLE 3 - CFI 20 20 WAG CONTROLLER 34 345 OLD STAGE ROAD OI ( 35 RECEPTACLE 4 20 20 SPARE 36 CENTERVILLE 1 ( ) #2 AWG = 37 MASSACHUSETTS 02601 o — ( SPACE - - SPACE 40 39 SHEET TITLE (3) #3/0 - 2" NEXTEL EQUIPMENT EMT CONDUIT ELECTRICAL DIAGRAM l ROOM/SHELTER AND DETAILS ONE-LINE DIAGRAM 2 PANEL SCHEDULE 3 SHEET NUMBER NTS - NTS - E 0 2 UNDERGROUND CONDUITS DESIGNATION EL SIZE, IN. CONDUDIT PTLUG RIGID STEEL ELECTRIC 2^ CONDUIT COUPLING COMMUNICATIONS INTERIOR TElCO BOARD OF THE MID-ATLANTIC,INC. (BY SHELTER MFR) COMMUNICATIONS 2" 0 40 HARTWELL AVENUE GRADE LEXINGTON, MA (617) 839-6000 Tj 'T (617) 839-5911 (FAX) RIGID STEEL GENERAL DYNAMICS CONDUIT Worldwide Telecommunications Systems ELECTRICAL ENTRANCE 40 HARTWELL AVE. T (LOCATION VARIES) PVC SCHEDULE 40 LEXINGTON, MA 1 --1 RIGID STEEL TO SIZE AS SHOWN ON 02421 I I INSTALL 3/4" SCH PVC ADAPTOR LAYOUTS I 40 PVC CONDUIT WITH GROUNDING DETAIL il 3 I I ELECTRODE NTS E03 CONDUCTOR I I INSTALL RGS NEXTEL EQUIPMENT GPI 2" TELEPHONE ENTRANCE L----__J CONDUIT. SEE SCHEDULE FOR SHELTER (LOCATION VARIES). CONDUIT IN THE SIZE O SHELTER NEEDS TO BE SEALED BY PVC, GALV. STEEL OR REINF. GREENMAN-PEDERSEN,INC. CONTRACTOR ON BOTH ENDS AFTER TELCO LINE IS INSTALLED. CONCRETE TEST WELL WITH CONSULTING ENGINEERS 8"-12" 0 REMOVABLE COVER INSTALLED PROP. APPLETON 5 GENERATOR PLUG - GALV. FLUSH WITH FINISH GRADE 800 SOUTH MAIN STREET STRAPS, MANSFlELD, MA 02048 TYP INSTALL 2" RGS CONDUIT W/ NYLON °00 PULL TAPE INSTALL NEMA 3R,12•k12"W JUNCTION FOUNDATION n TEST LOOP 12" BELOW GRADE SUBMITTAL BOX. SEAL AROUND BOXQE (TYPE VARIES) I 1 MAX. 04 os ISSUED FOR IMAEW A er. JUT CHK:Afr AFTER INSTALLATION. WEEP N 03 05/05 ISSUED FOR CONSTR-FINAL H 40 PVC or � Cw:� '�'0-�DRGS SWEEP 3 E TRENCH DETAIL) — — — — — — er: anc: APR'D: TO MAIN TELEPHONE TINNED AWG #2 SOLID DEMARCATION TO ELECTRICAL SERVICE 2" SCH 40 PVC (SEE SITE PLAN) (SEE SITE PLAN) (SEE TRENCH DETAIL) COPPER-CLAD STEEL GROUND EXOTHERMICALLY WELD TO ROD MIN. 8' LONG, MIN. DIA. GROUND ROD 5/8 UTILITY SERVICE ENTRANCE E03 R TT W NTs NTS 4 � INTERIOR GROUND HALO #2 AWG GREEN STRANDED CEILING NEXTEL ROOM WARNING TAPE VARIES BURNDY CRIMP, (PART APPL�NUM ON ER20FOR4 COMPLETE-RS STYLE 2 MATCH TO EXISTING OR 6" TYP ASSEMBLY-INCLUDES AJA-SERIES FINISH TO PROPOSED - - - — — —— GRADES (SEE PLAN) BOX AND ANGLE ADAPTER) IT Is A vEDuREN OF uw FOR ANY - MICROFLEENTRY PORT NOTES. UNLESS THEY ARE :':._'... 1 "RS^ SUFFIX S CIFIE A LICENSED APROFES90NAL ENGINEER. .' INSIDE VIEW PE 5 "REVERSE SERVICE". THIS MUST BE SPECIFIED 0_ } .. Y`-_u..y':: '<. >.'�'ii-5=,.t:,� f:':.._ IPANDUIT1D ALTER THIS DOQIMENT. ¢ :.,I -�` �•� - ( CLEAN COMPACTED STANDOFF, 16'• FOR BOTH BOX RECEPTACLE AND MATING PLUG FOR GENERATOR CORD o ¢ ;�; ' ".al'> NEXTEL PROVIDED SURGE O.C., HORIZ. & VERT. P N: SET. .E. BACKFILL ( / zo " xx SUPPRESSOR RACK MOUNTED U Of ,��,�s.x,�..�a'e". .'.-;,L, �,,,,, W TO S-S10-X) ATTACH HALO 0 2. IF THE APPROPRIATE MOUNTING 80X AND ANGLE ADAPTER ARE SITE ID: w d :F,,; , :.T� ;x, / ?§" THREADED ROD TO STANDOFF WITH NATURAL ALREADY INSTALLED, THE BOX RECEPTACLE MAY BE ORDERED MA-0899A NYLON CABLE TIES. SEPARATELY AND INSTALLED IN THE FIELD. BOX RECEPTACLE PART Z sg•.s 5 yam,T"y 6" MIN. TYP O O NUMBER: APPLETON ADR20034-RS STYLE 2. Z r^:- -�"a::�'+• :1: fic rr SITE NAME: #6 AWG GREEN o ;y`a.•>•,.µy"`z,�: .0 STRANDED TO SURGE #2 AWG GREEN O 3. WIRING FOR SINGLE-PHASE 120/240 VOLT SERVICE Is As FOLLOWS: CENTERVILLE `c}�" 'v-` `=•�•. `✓`-- SUPPRESSOR GROUND STRANDED N BAR PIN G - GROUND PIN (TOP OF CONNECTOR, NEAR INDEX PIN) - GREEN CONDUCTOR SITE ADDRESS: PIN 1 - RED CONDUCTOR, HOT LEG 345 OLD STAGE ROAD GROUND COAX PIN 2 - BLACK CONDUCTOR, HOT LEG •°°°°°•°°••°•° PORT PIN 3 - WHITE CONDUCTOR, NEUTRAL CENTERVILLE MASTER GROUND °°•°°°°°°`°`°" GENERATOR RECEPTACLE, VIEWED FROM °°••°°••••°°°°••••°•°• 4. CELL SITE RECEPTACLE MOUNTING BOX AND ANGLE ADAPTER IS MASSACHUSETTS 02601 i- BAR (MGB) 01 OUTSIDE OF SHELTER (LOOKING INTO INTERCHANGEABLE WITH CROUSE-HINDS PARTS LISTED. SLEEVE CONTACTS THAT CORD SET PVC (TYPE DB) 12° MIN. n EXOTHERMIC WELD WILL MATE WITH). CABLES EXIT FROM APPLETON: CROUSE-HINDS SHEET TITLE ELECTRIC CONDUIT #2 AWG TINNED SOLID (CAD-WELD) REAR AND CONNECT TO TRANSFER AJA520: AJ58 F/0)(TYPE COND IT)WITH UNCATON2001 LBIMIN. TENSILONE, EXTERIORC CGROUND RING AJA720: AJ78 ELECTRICAL DETAILS STRENGTH PULL TAPE. TELEPHONE COMPANY WILL SUPPLY AND INSTALL TELEPHONE LINES. UTILITY TRENCH 2 POLYPHASER GROUNDING DETAIL 6 GENERATOR PLUG DETAIL 5 SHEET NUMBER NTS E03 NTS E03 NTS E03 3 { COMMUNICATIONS #6 AWG FROM OF THE MID-ATLANTIC, INC. ANTENNA CABLE 5 2 GROUND KIT 40 HARTWELL AVENUE GRADE 4 LEXINGTON, MA N 00 12'TO 24' -�",'�'�/'t �'T'�\ fi 0 7/I6' / o GROUND BAR ON (617)1 8 3 9-5 9161 0(FAX) o °® WALL. FLOOR OR ON ANTENNA ANTENNA CABLE a CADWELD �"J o �o *T° 4 TOWER SEE 3 ®e o 0 1 SEE DETAIL 4/E04 DETAIL/04 GENERAL CYNAMICS WEATHERPROOFING KIT -1 Worldwide Telecommunications Systems (SEE NOTE 3) �'�D �' io RING GROUND 1- COPPER GROUND BAR.P4"X 4'X 20', NEWTON INSTRUMENT CO. �� d1 40 HARTWELL AVE. CABLE GROUND KIT #2 AWG BCW CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA �� / "� LEXINGTON, MA #6 AWG STRANDED COPPER GROUND SOLID, DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL 02421 WIRE(GROUNDED TO GROUND BAR) TINNED VARY BASED ON NUMBER OF GROUND CONNECTIONS) (SEE NOTE 1 & 2) 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL EXOTHERMIC WELD TO BE CONNECTION OF CABLE GROUND KIT GROUND ROD 3- 5/8"LOCKWASHERS, NEWTON INSTRUMENT CO. USED IIC SER#2 AWG BCW TO . GROUND OR CAT. NO. 3015-8 OR EQUAL COPPER CLAD GROUND RING TO ANTENNA CABLE STEEL 5/8'ex 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. GPI NOTES: 10'-O" LONG CAT NO.A-6056 OR EQUAL 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 5- 5/8-11 X 1'HHCS BOLTS, NEWTON INSTRUMENT CO. *-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES DIRECT GROUND WIRE DOWN TO GROUND BAR. CAT NO. 3012-1 OR EQUAL SHALL ONLY USE EXOTHERMIC WELDS. 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO GREENMAN-PEDERSEN,INC. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE CONSULTING ENGINEERS 3.WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. KIT. COLD SHRINK SHALL NOT BE USED. INSTALLATION OF GROUND WIRE TO 800 SOUTH MAIN STREET GROUND ROD MANSFIELD, MA 02048 GROUND BAR DETAIL GROUND BAR (508) 339-9350 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 NO. 02 0./� ,SS„TIALED �„ NTSE04 "� E04 NTs E04 "� E04 �* « APPU:CJS 03/05 05 TSSIIED FOR CONSTR.-FINAL O ITY: CJS GHIL:CIS APP'D:CIS BY: CHK: APP'D: TO ANTENNA N DO 0 STANDARD GROUNDING 1. T INSTALL CABLE GROUND KITAT A BEND AND ALWAYS rt� ANTENNA GROUND BAR NEAR TO OF TOWER SEE KIT (TYP) DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. n , NOTE 1. SEE DETAIL 103 AWG (PROVIDED WITH 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD WITH GROUNDING KIT TYP)2 AWG STRANDED SHRINK SHALL NOT BE USED. LUG (TYP.) GROUNDING BAR, NEWTON, SIMILAR TO DETAIL 3/EO4 WITHOUT INSULATORS INSULATED W/ LUG (TYP) , SIDE VIEW OF FMOUNTED OUTSIDE OF CABLE TRAY OR 7 ` ) TO ANTENNAS -Ei GROUND LUG COAX CABLE MAY BE MOUNTED ON CONCRETE (TYP FOR ALL) ICE BRIDGE EQUIPMENT PAD WITH INSULATORS STANDARD TX1 RX1 TX2 RX2 WEATHERPROOFING GROUND BAR BOTTOM OF GROUND KIT(TYP.) KIT (TYP.) RING GROUND #2 CADWELD AWG SOLID BCW TOWER SEE NOTE 1. COAX JUMPER GROUND KIT (TYP.) IT IS A VIOLATION OF LAW FOR ANY PERSON, (�') (SEE NOTE) #6 AWG LUG UNLESS THEY ACTING ROFE UNDER THE DN ECTION OF A LICENSED PROFESSIONAL ENORIEER, CONNECTOR TO ALTER THIS DOCUMFHT. WEATHERPROOFING , , , #6 AWG /2 AWG SOLID BCW SO AWG BCW TO EQUIP. VIA KIT (TYP.) � I �I �i i i CABLE TO CABLE CADWELD SOLID TINNED SEE NOTE 2 I I I TRAY OR ICEBRIDGE GRADE ANTENNA GROUND BAR, SITE ID: SIMILAR TO DETAIL 3 F #6 AWG, GROUND CABLE ANTENNA CABLE WITHOUT INSULATORS. FROM COAX CABLEMA-0899A TOBTS EQUIPMENT BONDED DIRECTLY TO TOP GROUNDING KIT (TYP,) OF MONOPOLE OR TOWER. INSIDE THE CABLE VERTICAL POST CONNECTED TO RING SITE NAME: TRAY(TYP,) TO ANTENNA d2/0 GREEN CENTERVILLE SUPPORT PIPE E-----' -----i INSULATED TO AWG SOLID TINNED 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDS ON THE TYPE OF LOWER CIGBE BCW TO GROUND RING NOTE; TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. PROVIDE SITE ADDRESS: , AS REQUIRED. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH 345 OLD STAGE ROAD CONNECTION OF GROUND WIRE TO GROUND BAR MOUNTED ON ICE BRIDGE CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 CENTERVILLE ANTENNA CABLE GROUNDING FOR TOWER GROUNDING BAR, TOWER/MONOPOLE MONOPOLE OR SELF—SUPPORT TOWER SITE FOOT STRAIGHT RUN OF FENCE. MASSACHUSETTS 02601 FENCE GROUNDING SHEET TTLE DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 GROUNDING DETAILS NTS E04 NTS E04 NTS E04 NTS E04 SHEET NUMBER E04 NEXTEL NEXTEL COMMUNICATIONS, INC. 9 CROSBY DRIVE BEDFORD,MA 01730 PHONE:(7811 276-3996 NEXTEL PHASE IC PROJECT NEXTEL COMMUNICATIONS : INC . w RELIABLE APPLIED WIRELESS. LLC C E T E R V I IL L IE 4 GRANT ROAD WINC HESTER, MA 01590 781-756-0222 SITE NAME: 345 O 1L D' `:STAGE ROAD. "' CENTERVILLE F C IE N T IE 1RVI LILIE , A 0 2 6 2 K . CASCADE �: BS73XCO29 t SITE NUMBER : - MA0899 CASCADE: �'� BS73XCO29� SITE MA0899r Y LOCATION MAP: CONSTRUCTION DWG'S ELM ` PROJECT SUMMARY: } d fi INDEX: ti g SITE NAME: � �� CLDLyAY , $ T-1 TITLE SHEET `i D G z 0 10-12-06 FOR CONSTRUCTION CENTENAME Ah r I'� CONSULTANTS: SITE NUMBER 41 !�'' t P �9 A-1 SITE PLAN APPROVALS: N K t A 09-20-06 CONSTRUCTION DRAFT MA0899 " PROFESSIONAL STAMP CASCADE NUMBER: n 04 n •.A-2 ELEVATION & DETAILS SIGNATURE: DATE: BAY STATE DESIGN BS73Xco29 Fy �� OF PROPERTY OWNER: SITE OWNER ASSOCIATES Inc. CENTERVILLE/OST/MM FIRE DISTRICT a x 'g ! \ '' f r o ti G :f,S9 RI a td; A-3 GENERAL NOTES ARCHITECTS• ENGINEERS CENTERVILLE1875 OUMA 02TH O63D2 �p -z 2`� µ0+{ ry�1 plhD » �J Rb A-4 EQUIPMENT & DETAILS g WOKALD J. 70 NEXIEL HI- ENGINEER: TOWER OFFICE PARK , k \ r O C JACKSON � :. .. Gtt!'CT WOBURN, MA 01801 POWER TELCO E-1 & RISER DIAGRAM ra ��B`�7 CENTER OF ANTENNAS: \ Yf / NEXTEL SITE ACQUISITION LATITUDE: N 41' 39' 33" ,PHONE: 781-932-2467 t Q FAX: 781-932-9771 LONGITUDE: W 70* 21' 06' I v F 4 3 f = z � bR F_2 RISER DIAGRAM & GROUNDING NEXTEL CONSTRUCTION �fi tv APPLICANT vF N b �j� rX + y € b » **THE ABOVE PARTIES HEREBY OMAL NEXTEL COMMUNICATIONS INC. E-3 GROUNDING DETAILS APPROVE AND ACCEPT THESE 9 CROSBY DRIVE 28 rn F¢� r Q 6 x, wqmN t DOCUMENTS AND AUTHORIZE THE BEDFORD, MA 01730Uy fi r , � `� °' ! $ - CONTRACTOR TO PROCEED WITH THE p s ,{ •oI ��4� •"��) ` CHECKED BY: KB CONSTRUCTION DESCRIBED HEREIN. DRAWN BY: RC R ,y wALL CONSTRUCTION DOCUMENTS ARE w p SUBJECT TO REVIEW BY THE LOCAL JOB ; 2758.020 > BUILDING DEPARTMENT AND ANY �hanyn + PtNET ¢D x CHANGES OR MODIFICATIONS THEY pl t % ai q , MAY IMPOSE. SITE ADDRESS: Y Centerville ,�••: —, ' x 345 OLD STAGE ROAD N° -Rare ya m eoti 1 .. y-„ CENTERVILLE,MA 02632 PROJECT DESCRIPTION - "�` HANDICAP REQUIREMENTS . THE PROJECT CONSISTS OF CO-LOCATING ON AN EXISTING 160' WATER TANK. SWAPPING OF ' SHEET TITLE: (1) IDEN ANTENNA WITH (1) COMA DUALPOLE ANTENNA. ALSO ADDING INDOOR EQUIPMENT DIRECTIONS Y Y WITHIN THE EXISTING.NEXTEL EQUIPMENT SHELTER. xti START AT 1-95/ 128 SOUTH TOWARDS BRAINTREE/CAPE COD. TAKE ROUTE 3 FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. TOWARDS CAPE COD. FOLLOW TO,ROUTE. 6. AT EXIT 5, BEAR RIGHT TOWARDS TITLE SHEET ' ROUTE 149, WEST BARNSTABLE, MARSTON MILLS. FOLLOW FOR APPROXIMATELY ` 3.5 MILES. BEAR .RIGHT ONTO OLD, STAGE ROAD. THE WATER TANK IS ON THE RIGHT. DO NOT SCALE DRAWINGS UNDERGROUND SERVICE ALERT SHEET NUMBER: ' CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE « JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY 1 8 CALLTOLL EE TOLL FR FR ` DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME THREE v -88 E Days BEFORE YOU DIG T �. �r ^— .. to 15.4• NMEL N� • �O =n NEXTEL COMMUNICATIONS, INC. 9 CROSW DRIVE BEDFORD,MA 01730 PHONE(781)276-3998 19'-0" PHASE IC PROJECT e (E) NEXTEL ANTENNAS(4 PER SECTOR) 1r(E) GATE FENCE CHAIN LINK U / % A_2 (REPLACE 1 ANTENNA PER SECTOR) X z CL AC TELCO BOARD HVAC w DOOR X X � � - 160'-0't WATER TANK K \ / 1 f _.. / TOWER / RF /EQUIP. RELIABLE APPLIED WIRELESS. LLC / RF / �- / 14 GRANT ROAD EQUIP. / WINCHESTER, MA 01890 / \ / RF / 781-756-0222 RF EQUIP. j SITE NAME: EQUIP. / DC HVAC CENTERVILLE COAX ENTRY RF RF POWER EQUIP. EQUIP. BBU CASCADE #: X X BS73XCO29 (E)POWER/TELCO 19-p" METER SITE #: X X MA0899 (E)CHAINFENCE-/lx - x CONSTRUCTION DWG'S : .,. A 2 E UIPMENT ROOM SCALE: ," = 30'-0" \+ + (E)NEXTEL ANTENNAS (E) NEXTEL ANTENNAS - (E)NEXTEL ICE BRIDGE (4 PER SECTOR) , (REPLACE 1 ANTENNA 0 10-12-06 FOR CONSTRUCTION e (4 PER SECTOR) PER SECTOR) 19'_p" A 09-20-06 CONSTRUCTION DRAFT w A-2 (REPLACE 1 ANTENNA PER SECTOR) + (E) NEXTEL U/G (E) ANTENNAS BY OTHERS A-e COAX RUN ?p. "TO PROFESSIONAL STAMP CONCRETE NEXTEL P H.O GENERATORF (E)!CE BRIDGE BY OTHERS )( X I )( X AC TELCO BOAR HVAC 1 DOOR �CA QIe fn ap X (E) 12'GATE G I \ E)NEXTEL ICE BRIDGE (N)CABLE / No. 27.12 �.4 X _ TRAY EXTENSIONto j (E) CHAIN LINK (E)NEXTEL SHELTER FENCE-� I X NEXTEL GPS CO \R'C CDMA ANTENNA 4.08MCAB NET j MPER - (E)CABLE / X (E)GPS ANTENNA DRAWN BY: RC CHECKED BY: KB X l % I HVAC POWER TRAY(TYP. 1313,— JOB :, 2758.020 L-j (E)CHAIN LINK X — X X FENCE __ /////. ////////////////%////////////////// SITE ADDRESS: (E)SHELTER BY OTHERS COAX ENTRY 19'-0" 345 OLD STAGE ROAD CENTERVILLEXA 02632 NOTE: 6 JUMPER (2 PER SECTOR) TO BE USED TO RECONNECT (E)COAX TO(P)MODCELL 4.0 SHEET TITLE: SITE PLAN ED REFLECT CEILING PLAN SITE PLAN SCALE: ,REFLECTED 3 SCALE:3/32" = 1'-O" SHEET NUMBER: A- 1 to NEXTEL RF SYSTEM SCHEDULE EBTS WORKSHEET. VERSION 1.6 (9-22-05) NEXTEL COAX JUMPER JUMPER SECTOR ANTENNA AZIMUTH DOWN DOWN RAD CTft. COAX SIZE COAX JUMPER JUMPER TILT M TILT E (FT. A.G.L.) MAKE MODEL FEED (IN.) MANUFACTURE LEND#H SIZE MANUFACTURE MODEL LENGTH NEXTEL COMMUNICATIONS,DRIVE INC. (FT.) (IN.) (FT.) BEDFORD.M&01730 DOWN TILT BRACKET A IDEN 0 2 0 125 ANDREW OB844H9OE-XY BOTTOM 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' t PHONE(781)276-3996 - IDEN 0 2 0 125 ANDREW OB844H90E-XY' BOTTOM- 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' t IDEN 0 2 0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' J: MANDREW /80' 1/2' ANDREW 815398—oo6 6' t PHASE IC PROJECT COMA 340 0 2 125 ANDREWUMWDP-08318-XDH BOTTOM 1 3/B' - 180' 1/2' ANDREW 815398-006 6' t B IDEN 120 0 0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" 180' 1/2" ANDREW 815398-006 6' t IDEN 120 0 0 125 ANDREW OB844H90E-XY BOTTOM i 5/8" AN 180' 1/2" ANDREW 815398-006 6' f IDEN 120 0 0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" 180' 1/2" ANDREW 815398-006 6' t 180' 1/2' ANDREW 815398-008 8' t COMA 150 0 2 125 ANDREW UMWDP-06516-XDH 80TTOM 1 5/8' _ NEXTEL SECTOR -` ANDREW 180'- 1/2' ANDREW 815398-006 6' * � �'��j ANTENNA C IDEN. 24-0 3, :0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' t rI RELIABLE APPLIED WIRELESS. LLC IDEN 240 3 0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' t 14 GRANT ROAD WINCHESTER. MA 01890 IDEN 240 3 0 125 ANDREW DB844H9OE-XY BOTTOM 1 5/8" ANDREW 180' 1/2" ANDREW 815398-006 6' t .781-756-0222 CDMA 240 0 2• 125 ANDREW UMWDP-08518-XDH BDROM 1 5/8 ANDREW 180'. 5/8' ANDREW ANDREW 815398-006 6' t SITE NAME: . ANDREW 180' 1/2' ANDREW • 815398-008. B' t • COAX CABLE LENGTHS ARE ESTIMATES; CONTRACTOR SHALL VERIFY IN FIELD. - CENTERVILLE •• MINIMUM SEPARATION BETWEEN GPS ANTENNAS IS 4'. INSTALL GPS FOR SOUTHERN EXPOSURE AND REGIONAL SNOW DEPTH. ANTENNA MOUNT SCALE: N.T.S. 8111 OF W7ERL4S CASCADE :SITE NAME: CENTERVILLE SITE NO: BS73XCO29 BS/�7 3XCO29 • ITEM DESCRIPTION PART NUMBER QUANTITY LENGTH TOTAL LEANGTH 1 SECTOR ALPHA ANTENNA UMWDP-06516-XDH 1 - - - 2 SECTOR BETA ANTENNA UMWDP-06516-XDH 1 - SITE #• TOP OF WATER TANK • - 3 SECTOR GAMA ANTENNA .UMWDP'-06516-XDH 1 EIEV.: 160-0 t AGL.$ 4 1 5/8" RFS COAX FOR SECTOR 1,2,3 810920-001 3 180' 540' MA0899 - - 5 ANTENNA CONNECTOR FOR RFS 1 5/8" - DIN FEMALE 15575572 6 - - _ _ 6 JANTENNA CONNECTOR FOR RFS 1 5/8" - N MALE 15566070 2 - - r�. 7 6' RFS JUMPER CABLES - DIN MALE/DIN MALE I} 815398-006 - 3 - CONSTRUC 1"IO_ N DWG'�S A. 8 GROUND KIT 1 5/8- RFS ! I 921231-158 9 9 RFS WATHERPROOFING-KIT 916132 3 _ _ 10 RFS HOSTING CAP 1 5/8" 41221580993 3 _ 160'-0" WATER TANK - - 11 STS EQUIPMENT MODEL - - - TOWER OF ANTENNAS BY OTHERS ELEV.. ; 131'-0" f .4GL h,*, — VARRES 0 i0-12--06 FOR CONSTRUCTION _q-OF TE NEXTEL ANNNAS A 09-20-06 CONSTRUCTION DRAFT (E) ANTENNAS BY OTHERS � "' O' ELEV.: , 125'.-0"t AGL COAX . PO-RT ASSIGNMENTS -- - TRUE 1, - ' (VIEWED FROM INSIDE EQUIPMENT ROOM/SHELTER) 340' NORTH O PROFESSIONAL STAMP SECTOR SECTOR ALPHA 0' ALPHA'IT (E) IDEN TO (E) IDEN O �. REPLACE (1) IDEN ANTENNA 1- NOTES: ALPHAp340' - REMAIN REMAIN SECTOR ROP1lAL® .9. H WITH COMA ANTENNA PER SECTOR J _ '1. PRIOR TO CONSTRUCTION TOWER 11WNER o O O O NEw ANDREW ALPHA O' MUST VERIrf EXISTING TOWER CAPAC(tt WITH I BR II BR III BR UMWDP-06516-xDH (E) IDEN Tp. JACK REGARD TO THE ADDITIONAL LOADS PEiNG TO REPLACE REMAIN V (IUoe �p 3, H IMPOSED BY THE ADDITION OF PROFOSEO • (E) IDEN ANTENNAS. ANTENNA FRAMING, Pr TRANSPARENT SHROUD, AND COAX CABLES I G\ I S B 2. ALL ANTENNAS AND RELATED O O - APPURTENANCE TO BE ORDERED FROM AN -APPROVED MANUFACTURER AND TO BE _ STRUCTURALLY RATED FOR THF.REQUIRED CONDITIONS. II G `il B II W .;I R 3 NEXTEL i.-%" COAX \ SECTOR BETA SECTOR 120' _DRAWN BY: RC CHECKED BY: KB.. `\ .. GAMMA e40'-' - (E) IDEN TO _ III t, III' B III W III R E)REMAIN IDEN TO I REMAIN I JOB 2758.020 SECTOR BETA 120' SECTOR- "..—. __—� OA 240' (E)P.E ENN TO SITE ADDRESS:. .. - IDEN TO REMAIN 345 OLD .STAGE ROAD : R - RED COLOR KEY 249: 120, CEN`?'ERVILLE,MA 02632 G - GREEN _ B - BLUE GAMMA SECTOR SECTOR 12 BETA GAMMA IT 1E /- I LV - VIOLET (E) IDEN 10 5 (E) IDEN TO �)NEXTEL CDMA I.W BROWt;- REMAIN A- GPS ANTENNA \ � (P) SHELTER W - W4:TE - � \ REMAIN I . COAX RUN 2 SECTOR SETA SHEET TITLE:. 1 (E) NEXTEL SHELTER-\ � �� FENCE CHAIN LINK 1A50��E4W I w SECTOR. UMWDP-06516-xDH GAMMA 240' TO REPLACE NEW ANDREW ELEVATION & L I I I • Uhl REPLACE XDH TO (E) DEN GRAD (E) IDEN DETAIL _ J ELEV:: W-0" �- (E) SHELTER U/C (E) NEXTEL,GENERATOR r COAX RUN CONCRETE AD _ TYP. ANTENNA. ORIENTATION µ AND COLOR CODING �\ SHEEP NUMBER: ELEVATION ( SCALE: N.T.S. J A_2 SCALE: 3/32" = 1'-0" . L. - • DMSION 01_000_-CENER I RFOLIIRC_ _ F. IF REOUIRD,GRADE,SEED,FERTILIZE AND MULCH E. THE CONTRACT INCLUDES ALL NECESSARY GRADING,BANKING, 2.02 ADMIXTURES DIVISION OSOryt� DMSION 11000-52F&W CONSTRUCTION ANTENNA INSTALLATION uvNTc DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AN O DITCHING ANO COMPLETE SURFACE COURSE. FR ACCESS ROAD,ALL ROADS _ PART 1 GENERAL ACCESS ROAD TO BASE COURSE ELEVATION.WATER TO ENSURE OR ROUTES UTILI2E0 FOR ACCESS TO_THE STE COMMENCING AT THE POINT A CHEMICAL ADMIXTURE ASTM C494.TYPE A-WATER REDUCING OR TYPE PART 1 -GENERAL PART 1 -GENERA- NEXTEL GROWTH. OF INTERSECTION WITH THE PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE 0-WATER REDUCING ANO RETARDING. _ REFER TO NEXTEL COMMUNICATIONS.STANDARD CONSTRUCTION OF WORK UNLESS C.RIERYAISE INOIG]ED. f.01 WORK INCLUDE 1.01 WORK INCLUDE SPECIFICATIONS. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION - 2.03 CURING COMPOUND:ASTM CM9,TYPEI.CLASS 8;.MJLNSLUCENT. IN CASE OF A CONVICT.NEXTEL COMMUNICATIONS.STANDARD ZONE. F. WHEN IMPROVING AN EXISTING ACCESS ROAD.GRADE THE EXISTING - A THE WORK CONSISTS OF 111E FABRICATION AND INSTALLATION OF ALL A ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY NEXTEL UNDER CONSTRUCTION ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE 2.04 ACCESSORIES MATERl4l5 TO BE FURNISHED.AND WITHOUT LIMITING THE GENERAITY SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA SPECIFICATIONS(LATEST EDITION)SHALL BE FOLLOWED. H. AFTER ARPUCATIONS OF FINAL SURFACES,APPLY SOIL PLACING FELL OR STONE. THEREOF,IDLUDES ALL EOUIPMEM,LABOR AND SERVICES REQUIRED FOR INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. NEXTEL COMMUNICATIONS, INC. STERILIZER TO ME STONE SURFACES.A REOU A. NONSHRINK GROUT:PREMIXED COMPOUND CONSISTING OF NONMETALLIC •ALL STRUCTURAL STEEL WORK,INCLUDING AL ITEMS INCIDENTAL THERETO AS ERECTION SUB-CONTRACTOR SHAD-BE RESPONSIBLE FOR THE PROTECTION 9 CROSSY MINE PART 2 GENERAL NOTES G. PLACE FILL OR STONE IN 3:MAXIMUM UFTS AND COMPACT BEFORE AGGREGATE.CEMENT,WATER REDUCING AND PLASTICIZING AGENTS;CAPABLE SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: OF PERSONNEL AND PROERTY. 1.06 SUBMITTALS PLACING NE1R FILL OF OEVELOPINC MINIMUM COMPRESSIVE STRENGTH OF 7.000 PSI IN 28 BEDFORD.MA 01730 A 1. ME CONTRACTOR SWYL GIVE ALL NOTICES AND COMPLY WINL DAYS. 1. STEEL FRAMING INCLUDING BEANS.ANGLES.CHANNELS AND PLATES. B. INSTALL ANTENNAS AS IND;CATED ON DRAWINGS AND NEXTEL PHONE(781)276-3996 LAWS.ORDINANCES,RULES.REGULATIONS AND LAWFUL ORDERS OF A BEFORE CONSTRUCTION H, THE FINISH GRADE,INCLUDING TOP SURFACE COURSE.SHALLSPECIFICATIONS. ANY PUSUC AUTHORITY.MUNICIPAL AND UTILITY COMPANY EXTEND A MINIMUM Of 12:BEYOND THE SITE FENCE AND SHALL COVER THE 8. JOINT FILLER:BITUMINOUS TYPE.ASTM D1751 OR NON-BITUMINOUS 2. WELDING AND BOLTING OF ATTACHMENTS. SPECIFICATIONS.AND LOCAL AND STATE JURISCICTIONAL CODES 1. IF REQUESTED SUBMIT SAMPLES OF MATERIAL AREA AS INDICATED. TYPE ASTN D1752. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATE ON BEARING ON THE PERFORMANCE OF THE WORK.THE WORK FOR APPROVAL. 1.02 REFERENCE STANDARDS DRAWINGS. PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL 1. RIP RAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED C. AN BOLTS;AS1M AMT.UNPRIMED. BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 2. AFTER CONSTRUCTION SITE AREAS.PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. A THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE D. INSTALL FURNISHED GALVMIZE STEEL OR ALUMINUM WAVEGUIDE MO REGULATIONS,AND ORDINANCES. PHASE IC PROJECT 2.05 CONCRETE MIX FOLLOWING AGENCIES AS FURTHER CITED HEREIN: PROVIDE PRINTOUT OF THAT TEST. 1. .MANUFACTURER'S DESCRIPTION OF PRODUCT J. RIP RAP SHALL BE MPUE TO THE SIDES OF DITCHES OR E. CONTRACTOR SHALL PROVIDE FOUR(4)SETS OF SWEEP TESTS USING 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORM AND WARRANTY STATEMENT ON SOIL STERIUZED. MANAGE SWALES AS INDICATED ON PLANS. A CONCRETE SHALL BE PROPORITONEDPER REQUIREMENTS OF ACI 301 1- ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS.AS PUBLISHED IN THE CONSTRUCTION MO CONTRACT DOCUMENTS THE COMPLETE 'k NEXIEL CONSTRUCTION SFECIFlUTIONS FOR DESIGN STRENGTH @ IN-COMPILATION OF ASTM STMJpMpS IN BUILDING CODES` HEWIETT-PMIURO 87138 RF SCALAR NETWORK ANALYZER. SUBMIT SCOPE OF WORK.THE CONTRACTOR BIDDING THE JOB IS 2. MANUFACTURER'S DESCRIPTION OF HRDDl1A ON K. RIP RAP ENTIRE DITCH FOR 6'-0'IN ALL DIRECTIONS AT CULVERT WORNAEX CONCRETE SHALL BE DELIVERED WITHIN 45 MINUTES OF REQUENCY DONNA REFl.ECTOMEIER(FOR)LEST RESULTS TO THE PROJECT NEVERMEIFSS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN GRASS SEED AND FERTUZER.IF REQUIRE. OPENINGS. ADDITION OF WATER 10 MIX. 2. AWS:AMERICAI WELDING SOCIETY INC.,AS PUBUSHD IN`STANDARD NANAGR. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID D1,1-95.STRUCTURAL WELDING CODE`. SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK CONTRACTOR ROM COMPLETING THE PROJECT AND IMPROVEMENTS 3. LANDSCAPING WARRANTY STATEMENT,IF REQUIRED. L. SEED,FERTILIZER AND STRAW COVER TH SHALL BE APPUED TO AL B. E FOLLOWINGSTREWTHS SHALL BE USED: COMPLETION. IN ACCORDANCE WITH ME INTENT OF THESE DOCUMENTS. OTHER DISTURBED MEAS AND DITCHES,MANAGE.STALES.NOT OTHERWISE I. FENCE POST FOUNDATIONS-DESIGN COMPRESSIVE STRENGTH AT 3. ASC:ANERICAN INSTITUTE FOR STEEL CONSTRUCTION,AS PUBLISHED IN I' 2.01 MATERIALS RIP RAPPED. 28 DAYS OF 3.000 PSI. 'CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES`; F. INSTALL CONGA CABLES AND TERMINATION'S BETWEEN ANTENNAS AND 3. ME CONTRACTOR OR BIDDER SHALL BEAR ME RESPONSISIUTY OF 2. EQUIPMENT FOUNDATION-DESIGN COMPRESSIVE STRENGTH OF 'SPECIFICATIONS FOR THE DESIGN.FABRICATION AND ERECTION OF EQUIPMENT PR MANUFACURER'S RECOMMENDATIONS. WEATHERPROOF ALL NOTIFYING(IN WRITING)NEXTEL'S REPRESENTATIVE OF ANY A ROAD AND SITE MATERIALS:FILL MATERIAL SHALL BE M. UNDER NO CIRCUMSTANCES SHAM DITCHES.$WALLED$OR CULVERTS 3.000 PSI AT 28 GAYS UNLESS OTHERWISE NOTE.(CONTRACTOR FURNISH -STRUCTURAL STEEL FOR BUILDINGS-. CONNECTORS BETWEEN ME ANTENNA AND EQUIPMENT PER MANUFACTURER'S CONNCIS.ERRORS OR OMISSIONS PRIM TO THE SUBMISSION OF ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH BE PLACED SO THEY DIRECT WATR TOWARDS,OR PERMIT STANDING WATER- {,000 PS CONCRETE), _ CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. LOCAL OEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR IF DESIGN 3. CONCRETE STRENGTH FOR MONOPOLE OR TOWER FOUNDATION REOUERREHIS. TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS c STANDMO SPECIFICATION. ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE ME OWNER IMMEDIATELY. SHALL BE 1,000 PS MORE THAN ME MANUFACTURER'S RECOMMROATIONS, PARE 2-PRODUCTS _ OF ENTITY PORT LOCATION UNLESS OTHERWISE STATED. - 4. ME SCOPE OF WORK SHALL INCLUDE FURNISHING,ILL MAIERIYS, - 4.000 PS MINIMUM. 2.01 MMTRIAS G. AI/iENHA Mp COAXIAL CARTED GROUNDING: W EQUIPMENT.LABOR AND ALL OTHER MATERIALS AND LABOR DEEND B. SOIL STERILIZER SHALL BE RA REGISTERED M LIQUID N. IF A OITGI LIES WITH SLOPES GREATER TIlJN 1R PROEM, CONPOSTRON AND PRE EMERGENCE DESIGN. MOUND DIVERSIONARY HEADWALLS IN ME DITCH AT CULVERT ENITLJNCES. C. USE ACCELERATING MMI%TURES IN COLD WGMR AND SEET 1. N.L EXTERIOR/6 OR ER GROUND"RE'DAISY CHAIN' RELIABLE APPLIED WIRELESS. LLC NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED NREIN. RIP RAP ME UPSTREAM SIDE OF ME HEADWALL AS WELL AS THE DITCH A STRUCTURAL SRtl'SHALL COMPLY WITH ME REQUIREMENTS Of ASAP CONNECTIONS ARE TO BE WFAMR SEALED WITH ANDREWS CONNECTIONS 14 GRANT ROAD RNGMGING ADMIXTURES IN HOT WEATHER ONLY WHEN APPROVED BY THE A36 AND A50 FOR STRUCTURAL STEEL ME TO BE WEAMR.SEALED WITH ANDREWS CONNECTOR SPUCE S. ME CONTRACTOR SHALL VISIT RM JOB SITE PRIOR TO ME C. SOIL STABILIZER FABRIC SHALL BE MIRTH 600%OR EQUAL- FOR 6'-0'PROVE ME CULVERT ENTRANCE. ENGINEER. / WIIVCHEST75 0 01390 AT ACCESS ROAD AND AT COMPOUND. , WEATHERPROOFING kR TYPE/22121J OR EQUAL SUBNISSON OF BIDS OR PERFORMING WORK i0 FAMILIARIZE HIMSELF 2.02 WEDDING - 7$1-758-OZ_Z WITH ME FIELD CONDTONS AND TO VERIFY THAT ME PROTECT CAN O. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS D. TOTAL AIR C.ONTEM SNAIL BE 5 PERCENT PLUS OR MIND$1 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON BE CONSTRUCTED IN ACCORDANCE WITH ME CONSTRUCTION DRAWINGS. D. GRAVEL FILL WELL GRADED.HARD,DURABLE,NATURAL Y.CN WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEES TO EVM, PERCENT. A ALL WELDING SHALL BE DONE BIT CEFMRED WELDERS. CERTIFICATION SAND AND GRAVEL,FREE FROM ICE AND SNOW.ROOTS.SOD ME SURFACE AND TO LOOSEN ME SOIL SIRNGNT RUNS OF COAXIAL CABLE(NOT WITHIN BENDS). SITE NAME: 6. ME CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH RUBBISH.AND OTHER DELETERIOUS OR ORGANIC MATTER. PART J,_IXECURDN - DOCUMENT SHALL BE MADE AVALABLC FOR ENGINEER'S ANp/OR OWNER'S MATERIAL SHALL CONFORM TO THE GRAVEL FILL TO BE IN LIFTS P. SOW SEED IN TWO DIRECTIONS IN TWICE ME QUARRY - REVIEW IF REQUESTED. CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT - 1.02 RELATE WORK(ROOF TOP SITES) OF 9'MAXIMUM THICKNESS AND COMPACTED TO BOX DENSTY. RECOMMENDED BY ME SEED PRODUCER. 3.01 INSPECTION FURNISHED ME FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION CENTERVILLE. CLEARLY DEFINE BY ME.CONSTRUCTION DRAWINGS/CONTRACT B. WEDDING ELECTRODES FOR.E70 SHIELDED METAL ARC DES NC DOCUMENTS. E. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED O. R IS ME CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF ME CONTRACTOR SHALL VERIFY ANCHORS.SEA15,PENETRATIONS,PLATES, SHALL CONFORM TO ASTM A-233,E70 SERIES. HARE ELECTRODES AND DOCUMENTS.BUT COORDINATE WITH OTHER TRADES PRIOR,TO 810: 7. THE CONTRACTOR SNARL INSTAL ALL EQUIPMENT AND MATERIALS ON FRO EN GROUND.FROZEN MATERIALS.SNOW OR ICE SHALL. SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF REINFORCEMENT.AND OMER ITEMS TO CAST INTO.CONCRETE ME GRANULAR FLUX USED IN ME SUBMERGED ARC PROCESS SHALL CONFORM 1-.. FLASHING OF OPENING INTO OUTSIDE WALLS NOT BE PACED IN ANY FILL OR EMBANKMENT. RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL ACCURATELY PLACED,HEIn SECURELY.AND SHALL NOT CAUSE HARDSHIP IN TO ASC SPECIFICATIONS. 2. SEALING AND CAUIRING ALL OPENINGS ACCORDING E OTHERWISE MANUFACTURER'S WERE /VENDOR'S SPECIFICATIONS ORDINANCES COMPLETE COVERAGE IS OBTANED. PLACING CONCRETE, - 3. PAINTING UNLESS NOTED OTHERWISE OR WHERE LOCK CAGES OR RDINANCES 2.02 EQUIPMENT - C. FIELD WEDDING SHALL TA DONE AS PER T SIZES REQUIREMENTS SHOWN. 4, CUTTING AND PATCHING TAKE PRECEDENCE. � 3.04 FIELD DUALITY CONTROL 3.02 PREPARATION VISUAL INSPECTION S ACCEPTABLE WHIT FILLET SIZES ME NOT SHOWN. 8. ME CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION A COMPACTION SHALL BE ACCOMPUSHD BY D. STUD WENDING SHALL BE ACCOMPl15HD 0Y CAPACITOR DISCHARGE 1.03 REQUIREMENTS R REGULATOR AGENCIES CASCADE DOCUMENTS AT ME SITE UPGASD WITH THE LATEST USEOFREVISIONS L BY HSHEEEEPPSS FOOT,VIBRATORY OR RUBBER TIED MEANS.LARGER AREAS SHALL BE CROLLERSS ASTM D-557TED A. P FOR SITE WORN SHALL K E 90%MAXIMUM DENSITY IN AND 95X MAXIMUM DENSITY UNDER CLEAVING WITH STEER RUUSM AND APPLYINPARE G BONDING AD APOUSLY PLACED PLY NT (CO)WELDING TECHNIQUE USING MIDWEST FASTENERS,INC.COT00 _ADDENDUM'S OR CLARIFICATIONS AVALABLE FOR ME USE OF ALL 'CAPACITOR DISCHARGE STUD WELDER.NELSON STUD WELDER OR EQUAL INSTALL RN1CONiORMANGE WRH�UM.L STANDARDS WERE�Pu BS7.3XCO29 PERSONNEL INVOLVED WITH ME PROJECT. WEIGHING AT LEAST FIVE TONS.SMALLER AREAS SHALL EQUIPMENT FOUNDATION MEASW,AREAS OF SETTLEMENT WILL BE EXCAVATED BONGING AGENT IN ACCORDANCE WITH MANUFACTURER'S IENTRl1CTION5. BE COMPACTED BY POWER-DRIVER.HAND HELD TAMPERS. AND REFILLD AT CONTRACTOR'S EXPENSE 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON 9. ME CONTRACTOR SHALL SUPERVISE AND DIRECT ME PROJECT 3.03 PLA(:ING CONCRETE DRAWINGS OR AS RECOMMENDED BY ME MANUFACTURER FOR STRUCTURAL B. INSTALL ANTENNA ANTENNA CABLES.GROUNDING SYSTEM IN DESCRIBED HEREIN.ALL ONSTRACTIO SHALL BE SOLELY PART J EXCAVATION B. 1NE COMPACTION LEST RESULTS SHALL BE AVAIIABIE PRIOR TO _ ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT ME CONCRETE POUR. A ME ENGINEER SHALL BE N011RD NOT'ESS MAN 24 HOURS IN LOADINGS REWIRE. LOCATION AND RFCOMMRGATIONS OF STATE AND LOCAL GUIDING CODES. RESPONSIBLE FOR ALL CON 0 PROCEDURES MEANS.METHODS, 3.01 INSPECTIONS:LOCAL BUILDING INSPECTOR SHALL BE'TIMELY NOTIFIED ADVANCE OF CONCRETE PLA,;E MEW. UNLESS INSPECTION IS WAIVE IN - AND SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF L TECHNIQUES,SOF ME WAND UNDER ME CONTRACT.MD FOR COORDIHATING NO LESS THAN 4H HOURS.IN ADVANCE OF CONCRETE POURS. - 3.05 PROTECTION EACH CASE,PLACING OF CONCRETE SWIL BE PRFORMD ONLY IN THE 2.3' FOLLOW MANUFACTURES SpEGFIGTIONS AND INSTRUCTIlNlS TO WORK. MIS WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: SITE p: ALL PORTIONS OF ME WORK UNOR ME BTA - PRESENCE OF ME ENGINEER- - PROPERLY SELECT AND INSTALL STUD WELDS. MA0899 '10.ME CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL A. PREPARATION ANDRE _ - A PROTECT SEED F 1* FROM EROSION BY SPREADING STRAW TO 1. EIA-ELECTRONIC INDUSTRIES ASSOCIATION RS-22.NN PERMITS AND INSPECTIONS WHICH MAY BE REQUIRE FOR ME WORK A UNIFORM LOOSE DEPTH OF I'-2',STAKE AND TEE DOWN AS REQUIRE. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WANK.EMBEDDED PMIS, 2.03 BOLTING STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA BY ME ARCHITECT ENGINEER.ME STATE,COUNTY OR LOCAL F CLEAR AND REMOVE ALL TREES,BRUSH STUMPS AND 0DR15 USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ,STEEL REINFORCEMENT.FO!INUTION SURFACES.AND JOINTS INVOLVED IN SUPPORTING STRUCTURES / FROM SITE AREA MD ACCESS ROAD RIGHT AWAY AS REQUIRED. ALTERNATIVE, - THE PLACING HAVE BEEN APPROVED,AND UNTIL FACILITIES ACCEPTABLE TO A 80L75 SHALL BE 3/4'0(MINIMUM)CONFORMING TO ASTM A325,HOT .. GOVERNMENT AUTHORITY. - - ME NEXTEL RRRESFNTATNE HAVE BEEN PROVIDED AND MADE READY FOR DIP GALVANIZE R ASTM AI53. NUTS SHAD.BE HEAVY HEX TYPE 2. FM-FEDERAL AVIATION'ADMINISTRATION ADVISORY CIRCULAR I1.THE CONTRACTOR SHALL:MARE NECESSARY PROVISIONS TO PROTECT B. PRIOR TO OMIT EXCAVATION AND CONSTRUCTION EFFORTS B. ALL MESS PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT. ACCOMPUSHMENT OF T'=Y:'ORK AS SPECIFIED. CONCRETE MAY NOT BE .M 70/7460-IH,OBSTRUCTION NARKING AND-LIGHTING. THECEXISTING IMPROVEMENTS.EASEMENTS.PAVING.GARBING,ETC. GRL'3 ORGANIC-MATERIAL TO A MINIMUM OF 6-Q[LOW M:GINAL- SHALL BE WRAPPED,TIED WITH HOSE PROTECTED WIRE AND SECURED TO ORDERED FOR PLACEMENT I,NTIL ALL TIERS HAVE BEEN APPROVED AND B. AL BOLTS SMALL BE INSTATE IN SUP CRITICAL CONNECTIONS. - OURING CONSTRUCTION UPON COMPLETION R WORK, .E' GROUND�' STAKES EXTENDING Y-0'INTO THE GROUND ON FOUR SIDES OF ME TREE, NEXTEL HAS PERFORMED A FINK INSPECTION A24D GIVEN APPROVAL TO CONFORMING TO MSC•USED.*.LIE 1/4'TURN METHOD. - - -l. FCC_FEDERAL COMMUNICATIONS COMMISSION RULES AND T �w START PLACEMENT IN WRING. REGULATIONS PORN 715,OBSTRUCTION,MARKING AND LIGHTING SPECIFICATION CONSTRUCTION DWG S CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE - - 2.04 FMRIUTON - :7s C. UNLESS OTI;ERRTSE INSTRUCTED'-'L'NEXTEL,INC... C. ALL EXPOSE AREAS SHALL.BE PROTECTD AGANSi WASHOUTS AND FOR ANTENNA STRUCTURES AND TORN 715A.NIGHT INTENSITY OBSTRUCTION OCCURRED CUE TO CONSTRUCTION ON OR ABOUT ME PROPERTY. REMOVE TREES,BRUSH.STUMPS AND DEERS FROM.MF. `A SOIL EROSION. STRAW EYES SHALL BE PLACED AT ME:IRLET APPROACH e: UMLES5 SPECIFIED TO BE BEVELED,EXPOSED EDGES OF iLGATD OR LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. PROPERTY TO AN AUTHORIZED DISPOSABLE LOCATION. TO ALL NEW OR EXISTING CULVERTS. REFER TO OETAL DRAWINGS. MOWEIE'J SURFACER SHAM.BE EDGED WITH A TOOL IUVID A.1/4' .. A .FABRICATION OF STEEL SIKI.CONFORM TG THE AISC AND AWS, � - - y �•+(A 12.ME CONTRACTOR SHALL KEEP ME GENERAL WORK AREA CLEAN J AND HAZARD REE DURING CONSTRUCTION AND DISPOSE OF ALL CORNER RADIUS. STANDARDS AND CODES. 4. NEC- NATIONAL ELECTRICAL CODE-ON fOWR UGHTID D. PRIOR TO PLACEMENT.OF FILL R BASE MATERIALS.ROIL oM5!ON OJ000-CONCRETE - ITS. DIRT,DEBRIS,RUBBISH AND REMOVE ALL UNNECESSARY MATERIAL ME SOIL C. PLACEMENT OF CONCRETE SHALL BE III ACCORDANCE WITH Ad 301. �'2.05 F!ism �' � - O.i3OU CAST-ION-PACE CONCRETE 5. UL-UNDERWRITER'S LABORATORIES APPROVED ETCCTRICM ' I J.ME CONTRACTOR SHALL COMPLY WITH.ALL PERTINENT SECTIONS OF E WHERE UNSTABLE 5011.CONp1110N5 ME ENCOUNTERED. D. ME CONTRACTOR SHA L EAM3JRE THAY REINFORCEMENT,INSERTS, A ALL STRUCIUPJY STEEL-SOUL"BE HOT-DIP GALVANIZE AFTER pppppCIS, - ME STATE BASIC BUILDING CODE,LATEST EDITION,AND UNC THE GRUBBED AREA;WITH STABILIZER MAT PRIOR TO HART 1 -GENERAL- EM6LDpD PARTS,FORMED JOINTS AND VAPOR 8Ap9RS ARE.14 FABRICATION N ACCORDANCE WITH A_`, A123. - - !m At OSHA REQUIREMENTS M THEY APPLY TO THIS PROJECT. PLACEMENT OF FILL R 645E!MTERK.- DISTURBE'GURING CONCFtE1E PIACEMENi. .. 6. IN ALL CASES.PART 77 OF ME FM RULES AND PARTS 17. ALL EXISTING ACTIVE SEWER.WATER,GAS,,ELECTRIC.,AND OTHER 1.01 OESCRIPnON R.. FOR ELECTRICAL HARDWARE REF.TO OWu`E-3. AND 22 OF ME FCC RUMPS ME APPLICABLE AND IN THE EVENT OF YA' UTILITIES WHERE NCWNTERD IN THE WORK,SNAIL BE PROTECEDD 3.W INSTALLATION - E. ME FOLLOWING MINIMUM CONCRETE,COVER SHALLBE PROVIDE FOR - CONFUCT.SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. c M ALL RIVES,AND WHERE.CITED AS FOR ME By ME EXECUTION OF 2.06 PROTECTION '•"") ME WORK,SMALL BE RELOCATED PS DIRECTED BY ME WORK INCLUDES CONSTRUCTION OF CAST-IN-PLACED CONCRETE REINFORCING STEEL UNLESS SHOWN OTHERWISE R DRAWINGS - •@ B THE SITE AND TURNAROUND AREAS FORMING F BE AT THE SUB- -FOUNDATIONS INCLUDING AND ACCESSORY AND INSTALLING READY-NIX CONCRCTE. CONCRETE CAST AGAINST EARTH O.............]IN. "' - '7.' 1990 LIFE SAEEI'Y CODE NFPA-101.. -i ARC EXTREME 845E COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. REINFORCING.'WINGS. FORMWORK,AND ACCESSORY MATERIALS AS SHOWN ON ME.. CONCRETE IXPO50 TO FARM R WfAMER: A UPON COMPLETER OF ERECTION INSPECT',ILL GALVANIZED STEEL ANU -_ EXTREME GURON SHOULD BE USED BY ME CONTRACTOR WHIT GRADE OR FILL ME SIZE AND ACCESS ROAD AS REWIRE TO DRAWINGS. CAST-IN-PLACE CONCRETE INCLUDES ALL SITE COMMETE /e AND IAK.R....................................... ..2 iN. PLANT ANY FIELD CUTS,WELDS,OR GALVANIZW BREAKS WON ZINC BASED 0 10-12-06.FOR CONSTRUCTION r 'z EXCAVATING OR PIER DRILLING AROUND NEAR UTILITIES. PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING --" - PANT. COLOR TO MATCH ME GYVME7ID PROCESS - '1.f{;f CONTRACTOR SWILL PROVIDE SAFETY TRNNING FOR ME WORKING INCLUDING FOUNDATIONS,SLABS ON GRADE,EQUIPMENT PADS.AND GUARD /5 AND SAUL'FR Q YI1Yf............... ..................1 1/2 IN. _ FROM FOUNDATION EXCAVATIONS. E RESULTING GRADE SHALL POST FOUNDATIONS. CONCRETE NOT EXPOSE TO EARTH R WEATHER R NOT CAM :' MEW.THIS WILL SPACE C) EBUTCT IS NOT LIMITED TO A)FALL PROTECTION BE CALCULATED WITH SAID SUB-BASE C.P DOUR R LOPES INDICATED. ARE TO PART 3-J(ECVTIM B)CONFINE SPACE C)ELECTRICAL SAFETY D)TRENCHING AND BE CACUUTD FROM.FINISHED fPMES OR SLOPES INGIGIID. t.O2. RELATE WORK AGAINST ME GLAB A A 09-20-06 CCNSTRUCT!ON.DRAFT EXCAVATION. - SLAB AND WML..........................................J/{IN. - J.pl RECKON OF SIEF.L ALL EXISTING INACTIVE SEWER,WATER,GAS.ELECTRIC MD OTHER B. CLEAR EXCESS SPOILS,IF MY.FROM JOB SITE AND DO NOT BEAMS AND COLUMNS.................................1 1/2 IN. "'� A COORDINATE UNDER SLAB CONDuIS PROFESSIONAL STAMP ',t UTILITIES,WHICH INTERFERE WITH ME EXECUTION OF ME HARK, SPREAD BEYOND ME UNITS OF NE%fEL,INC. A PROVIDE ALL ERECTION EQUIPMENT.BRACING.'PLANKING.FIELD BOLTS. - STALL BE REMOVED ANU/OR CAPPED.PLUGGED OP.OTHERWISE LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. B. COORDINATE WITH GROUNDING 3.04 SURFACE FINISHES NUTS,WASHERS,DRIFT PINS,AND SIMILAR MATERIALS WHICH DO NOT FORM OISCODNUE,AT POINTS WHICH WILL NOT INTERFERE WITH ME - A PART OF THE COMPETED CONSTRUCTION BUT ARE NECESSARY FOR TIS EXECUTION OF ME WORK.SUBJECT TO ME APPROVAL OF THE C. ME ACCESS ROM SOUL BE BROUGHT TO BA`:E COURSE 1.OJ APPLICABLE STANDARDS A SURFACES AGAINST WHICH BACK FILL OR CONCRETE SHALL BE PLACED PROPER REC(K)N. .. - ARCHITECT/CNGINEER. ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. REQUIRE NO MGIMENT EXCEPT RRNR OF DEFECTIVE AREAS. B. ERECT AN ANCHOR ALL STRUCTURAL.STEEL IN ACCORDANCE WITH - � 'OF A�p A AG--301 -SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS 14.ME CONTRACTOR SHALL NOTIFY NEXTWS REPRESENTATIVE WHERE D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. B. SURFACES THAT HAIL BE PERMANENTLY EXPOSED'SHALL RESENT A ASC REFERENCE STANDARDS. ALL WORK SHKL BE ACCURATELY SET TO ' A CONVICT OCCURS ON ANY OF ME CONTRACT DOCUMENTS.ME B. AG 347-WIDE TO FORMWORK FOR CONCRETE. UNIFORM FINISH PROVIDED BY ME REMOVAL OF FINS AND THE FILLING OF ESTABLISHED LINES AND ELEVATIONS AND RIGIDLY FASTENED IN PUCE WITH C T- HOLES AND OTHER IRREGULARTRES WITH DRY PACK GROUT,OR BY SACKING SUITABLE ATTACHMENTS TO ME CONSTRUCTION OF ME BUILDING. PORTION OF IS NOT K ORDER MATERIAL CT CONSTRUCT ANY 'WITH UTILITY OR ORDINARY GROUT. PORTION OF ME WORK THAT IS N CONVICT UNTIL ME CONFLICT IS C. ASAP C33-CONCRETE AGGREGATES - C. TEMPORARY BRMING.GUYING AND SUPPORT SHALL BE PROVIDED TO JACKS /vEy`� y®�P RESOLVED BY NEXIEL'S REPRESENTATIVE(WEE). - C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL AI KEEP ME STRUCTURE SAFE AND ALIGNED AT ALL TIMES DURING JACKSOtd ..M D. ASAP C94-READY-MIXED CONCRETE PERMANENTLY EXPOSE ICNi DRAWNG SPECIFIES SHAD-BE RIZO FOR SURFACE R CONSTRUCTION,AND TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF c 15.ME CONTRACTOR SHALL VERIFY ALL DIMENSIONS.ELEVATIONS - UNLESS ENGINEER'S DESwi DRAWING SPECIFIES A DPoZON:AL SURFACE R ALL BUILDING COMPONENTS. pp�� yyy q V No.. SHOWS ME SLOPE REOUIRFD. PROPERTY LINES.ETC.ON ME JOB. E. ASAP C150-POR7IAND CEMENT ' ME TOPS OF NARROW SURFACES,SUCH AS - H 27U.27 rn 46.THE CONTRACTOR SHALL NOTIFY THF R ENGINEER N'. ASTM C260-AR-ENTRAINING ADMIXTURES FOR CONCRETE. STAR TREADS,WAILS,CURBS.AND PAJVPETS BULL BE SLOPED - FOR ANTENNA AZIMUTH VERIFICATION WRING ANTENNA INSTALLATION) - APPROXIMATELY 3/8'/FT OF MGM. BROADER SURFACES SUCH AS WALKS; - ( G. ASTM C309-LOUID MEMBRANE FORMING COMPOUNDS FOR CURING. ROADS.PARKING AREAS AD PLATFORMS SHALL BE SLOPED APPROXIMATELY C PRIOR TO CONDUCTING SITE SWEEPING. CONCRETE. - � 1/4'/FT� ' � I 17.ME CONTRACTOR SHAD-SUBMIT, A ME ENO OF W PROJECT. H. ASTM C494.-CHEMICAL MMI TURES FOR CONCRETE. 0. SURFACES THAT WILL 3E COVERED BY BAGLFlLL OR CONCRETE SHALL I A COMPLETE SET OF AS-BUILT DRAWINGS TO NE%lEL'S y C REPRESENTATIVE(WEE). I. ASTM M15-DEFORMED STEEL BARS FOR CONCRElt REINFORCEMENT. BE SMOOTH SREDD. E. EXPOSED SUB SURFACES SWILL BE CONSOLIDATE.SCREEDD, • ,{ 6 IB.ME GENERAL IONS ISSUER SMALL N X ALL INSTANCES CONFORM:b J. ASTM A185-SEER WELDED WIRE FABRIC P-M CONCRETE FLOATED.MO .1EEL TROCEl1D." HAND OR POWER-DRIVEN EQUIPMENT ME SPECIFICATIONS ISSUE B?'NEXTEL RD FORCEMENT MAY BE USE FOR RAATINSS WHIR SHALL BE STARTED AS SOON AS ME' OMSION 02000-SITE WORK AND ORANACC SCREENED FOR HAS CjAINED A SD.�NESS TO PERMIT P.NISHING 1.04 QUK1iV<�URANCE OPERATIONS. ALL EDGES UST HAVE'A 3/4'CHAMFER. CONCRETE EARTHWORK.FYCAVATION ANO GRMING - EXPANSION ANCHORS MO EPDXY ANCHORS SHALL BE INSTALLED IN - DRAWN BY: 'RC. CHECKED BY: KB PART I GENERA. CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED MD INSPECTED ACCORDANCE WITH MANUTLZIURR'S REQUIREMENTS.SPECIAL INSPECTIONS. BY THE ENGINEER AS DIRECTED BY NEXTEL REQUIRED BY GOVERNING TIDES.SHALL BE PERFORMED NN ORDER TO - 1.01 WOW INC DD:REFER TO THE SURVEY M40 MAINTAIN NANUFACTIiRERS YALIMUM ALLOWABLE LOADS. MANUFACTURER'S - JOB 27C8.OZO SITE PLAN FOR WORK INCLUDED. i.US TESTS MINIMUM CONCRETE DGE,U..MCC VIALL OC MANTNND'OL65NG P INSTALLATION. - - 1.02 RELATED WORK CONCRETE TESTS SNAIL BE AS DETAILED BELOW R AS DIRECTED BY NOM. CONCRETE MATERIALS AND OPERATIONS SHALL 9E TESTED MD 3.05 PATCHING SITE;.DDRE55: A ENGINEER OF EQUIPMENT FOUNDATIONS INSPECTED BY THE ENGINE AS THE WORK PROGRESSES. FAILURE TO _ _ B. INSTALLATION OF ANTENNA SYSTEM DETEIT ANY DEFECTIVE.WORK OR MATERIAL SMALL NOT IN ANY WAY PREVENT ME CONTRACTOR SHALL N"JTIFY ME ENGINEER IMMEDIATELY UPON REMOVAL LITER REJECTION WHIT SUCH DEFECT IS DISCOVERED NOR SHALL IT - OF THE.ARMS TO OBSERVE CONCRETE SURF6;E CONDITIONS. !j,4. 1.N. DESCRIPTIONS OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE R IMPTION. SHPATCHEDAC l BE PATCHED :O ME ENGINEERS 5 OLD STAGE ROAR DIRECTION. - A ' ACCESS ROM,TURNAROUND AREAS,AND SITES ME A THRICE 34 EE CONCRETE TEST CYLINDERS SHALL BE'TAKEN OF ME TOWER .- CONSTRUCTED TO PROVIDE A WELL DRAINED,EASILY PIER FOUNDATION. ONE SHALL BE TAKEN OF ME TOWER PIER FOUNDATION. 3.06 DEFECTIVE CONCKeIE - - CENTERVILLE,MA 02632 "WAND.EVETN SURFACE FOR MATERIAL AND EQUIPMENT ONE SHALL BE TESTED O THREE DAYS.ONE O TWENTY-EIGHT DAYS. THE. DELIVERIES AND NAMTENMCE PERSONNEL ACCESS. -. THIRD CYLINDER SHALL BE KEPT SEPARATELY. IF REQUIRE TO BE USED IN ME CONTRACTOR"WM.L MODIFY OR REPLACE CONCRETE NOT CONFORMING THE FUTURE.. - '.0 REWIRE.LEVELS'.JJLD LINES.OETALS:MO EIEVAT!ONS,AS SPEGFlE IN 1.04 QUALITY ASSURANCE t MI 30'. B. ONE SLUMP TEST SHALL BE TAKEN MR EACH SET OF TEST CYLINDERS A APPLY SOIL S100UZER IN ACCORDANCE WITH - AkEN. SLUMP.SHALL NOT EXCEED 4'UNLESS OiHERWTSE NOTED. 3.07 PROTECTION MANLIFA:TURR'S RECOMMENDATION(I'SE AS NEEDED), PART,Z L PRODUCT - - •. VEGEi ATnirN LANDSCAPING IF LNG-DOD WITHIN THE - A IMMOIATELY AFTER?IFCp/E!T,MC CONTRACTOR SHALL PROTECT ME CONTRACT,WILL BE PI;CE MU" RED AS RECOMMENDFO 2.01 CONCRETE MATERIALS C_ONCREIE FELON.PREMATURE DRYING. IXCES:TIELY HOT OR COLA - - SHEET T1[LE: BY NURSERY INDUSTRY STADARDS. CONCRETE SHPLL BE COMPOSE OF PoRR/HO CEMENT.WATER,FINE AND PROTECTED. MC MECHANICAL INJURY. FINISHED WOW SHALL WE - 1.05 SEQUENCING COARSE AGGREGATES,AND ADMIXTURES AS SPECIFIED BELOYi.ALL WELL 1LTXE MD BROUGHT TO PROPER CONSISTENCY.CLASS 1,B;III,OR V. B. CODRETE SHALL,B6 MAINTAINED MTH MINIMAL MOISTURE LOSS AT A CONTRACTOR IS RESPONSIBLE FOR LAYOUT MO CONSTRUCTION RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION STARING.CONFIRM SURVEY STAKES MO OF ESTABLISH LINE AND GRADE CEMENT:CEMENT SHALL BE TYPE It.GHAY COLOR,LOW- J CEMENT MO HMORRRG Of CONCRETE. GENERAL NOTES $TAKE$PRIOR�TO FURY CONSTRUCTION. PG PORTWJD CEMENT CONFORMING TO ASAP UI50. _C. ALL CONCRETE SHALL BE WATER CURED CUR P ACCEPTABLE PRACTICES B. RUB ME COMPLETE ROAD MO SITE AREA PRIOR TO B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE IN CONCRETE SPECIFIED i7Y.RCI CODE FOUNDATION CONSTRUCTION OR PLACEMENT OF BACK FILL OR SIB- SHALL COMPLY WEAR AM C33. W, E MATERIAL C. WATER:WATER FOR MI%LNG MD CURING CONCRETE SHALL BE FREE CONSTRUCT'TEMPORARY CONSTRUCTION ZONC A.ONG ACCESS RM SEWAGE.OIL MID, AND SKIS AND SHALL BE REE FROM OBJECTIONABLE QUANTITIES OF SILT,ORGANIC MATTER,MO OTHER -DRIVE. DELETERIOUS SUBSTANCES. - D. .ME WE MG WILL BE BROUGHT TO SUB-BASE CGURSE SHEET NUMBER: EITVATIOY,MO ME ACCESS ROAD TC BASE COURSE ELEVATION _ SPECIFIED EIY AG COUE PRIOR TO FORMING FOUNGATIONS. E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. A-3 MODULAR CELL 4.0 OVERALL DIMENTIONS n1 CABINET NOGEL �� - DEPTH x WIDTH x HEIGHT MODULAR CELL 4.0 23.6"z23.6"x74" IBR W II R 6 Ci I 23.6" MODULAR BASE 23.6"x23.5" NEXTEL COMMUNICATIONS, INC. 9 CR098Y DRIVEBEDFORD,M4 01730 MODULAR CELL 4.0 MINIMUM CLEARANCES PHONE(781)279-3998 II Q I DIRECTION MINIMUM CLEARANCE CDMA J _ IDEN IDEN IDEF�f6 CABINET REAR 36" — ❑ PHASE IC PROJECT Q SECTOR ) Q� CABINET SIDES 6" �+ �\ ��/i \ AbUVE THE CABINET 12"CD_ - 00 Gv� O O (n CABINET FRONT 36" rV RELIABLE APPLIED WIRELESS. LLC o 14 GRANT ROAD ��• WINCHESTER MA 01390 Q 781-758-0222 F SRE NAME: CENTERVILLE O� CASCADE : BS73XCO29 . _ SITE EE] N A: o- o \ o MA0899 REAR FRONT ANTENNA CONFIGURATION 23'6" CONSTRUCTION DWG'S • SCALE:N.T.S. MODCELL 4.08 CABINET 1 { SCALE: N.T.S. 0 10-12-06 FOR CONSTRUCTION �. A 109-20-06 1 CONSTRUCTION DRAFT 36• PROFESSIONAL_STAMP ~ OF Mqs GPS ANTENNA(TYP OF 2) AND L-SHAPED ... Z� S,9Cy MOUNTING BRACKET SUPPLIED �'..• ''•a ":�� z BY NEXTEL }i xy+..1<. ';: /fie^ 1111 ':tip ',\••, '^:~:K___� 0 620NALD .Y" G _ -� PIPE CAP .�.{�.: '':4..t�.�'.;.y;:=-`.. � yy JACKSON M TO EXISTING MATCH (� 2Z127 y N yam:<.:�„t-w ...�.C'•'i�^:.:`>'...�.-:.,./' . �e;'�;`:i;•:,','.Y.�.y .. y,.:.;•.� ( ) COAX CABLES CUPPEDDam TO UNISTRUT ON OUTER KEEP REFLECTING - �'.::S:C4'.R:3`�w'�_::,;-=::'�:;ra f::�:=°i. FACE OF LEG (TYP.) 1'-2 5/8" .OBJECTS BELOW 10' •' " �. -' WARNING TAPE ;.tip;",•..:,�•,.^.....:'6^' ::Via:w.'o" PLATES IN AN "X" WEATHER PROOFED COMPACTED BACKFlLL �7 ..1?f- ex� PATTERN O O O AREA a` `(:'�:��`:y` '..^"�1�^ "'''"IT•':'�''. EXCAVATED MATERIAL MAY BE - yfri l'•x"'%= `•":`;�"ti' :1„xy'Ty USED FOR BACKFILL. REMOVE PIPE MAST OR =:,•;.r.o-; - _4:.ti: ANY LAR�.,E ROCKS PRIOR. INSTALL GROUND KIT ON 1/2" COAX UNISTRUT UP TO j .. DRAWN BY: RC CHECKED BY: KB AND TIE BACK TO EXTERIOR ANTENNA 1 3/16"00 GROUND SYSTEM WITH #6 STRANDED (30MM OD) UNIVERSAL S.S BEAM COPPER WIRE IF OVER 25'-0" z O \ CLAMP I •�• JOB �: 2758.020 GROUND GPS MOUNTING _O (P).4"SCH 40 PVC COAX .. STRUCTURE BACK TO n CONDUIT(6 PLACES) P1000 GALV.UNISTRUT 1/2" HELIAX EXTERIOR GROUND SYSTEM N 0 4'-0" O.C. STfE ADDRESS: W/ #6 STRANDED GREEN SHELTER ROOF AND DOUBLE LUGS (TYP.) N (E) TOWER LEG SAND CHANNEL (TYP.) 0 0 0 0 0 345 OLD STAGE ROAD 0 0 0 0 0 0GROUND WIRE CENTERVILLE,MA 02632 L3 X 3 X 3/16" o WELD PIPE TO ANGLE OR 3/8" SOLID PLATE2?" GALV ANGLE MOUNT WITH (2) GALV (TYP) 1/4" U-BOLTS AND 12" 12" 12" (E) COAX CABLES MOUNT TO SHELTER HARDWARE WITH (2) 3/8" CLIPPED TO UNISTRUT EXPANSION BOLTS (TYP. O�jNER FACE OF LEG SHEET TIME: GPS ANTENNA DETAIL CONDUIT TRENCH DETAIL VERTICAL COAX DETAIL EQUIPMENT & SCALE: N.T.S. Y 3 SCALE: N.T.S. SCALE: 1 1/2" = 1'-O" DETAILS SHEET NUMBER: A-4 200A• 1-PH, 240V NEMA 1 NEXTEL PANEL SCHEDULE 22.000 A.I.G. 'I (2) 3#10, 1#12G - NEXTEL c#T DESCRIPTION AMP AMP DESCRIPTION G�7 t" EMT - E 200A, 4. NEXTEL COMMUNICATIONS, INC. AC PANEL 9 CROSBY DRIVE 1 RECTIFIER #1 30 30 PHONE(781)276-3996 RECTIFIER #5 2 BEDFORD,MA 07730 3 2 2 4 (P) T1 CABLE _ 5 RECTIFIER #2 30 30 RECTIFIER #6 6 7 2 2 8 9 RECTIFIER #3 30 )9/1RECTIFIER #7 10 PHASE IC PROJECT 11 2 2 12 13 RECTIFIER #4 30 30 RECTIFIER #8 14 (P) 30A-2P (SLOT - 15 2 2 1 16 (P) 30A-2P #18/20). ' (SLOT#17/19). MODCELL 17 RECTIFIER #1 FOR MODCELL 4.OB 30 30 RECTIFIER #2 4.0 FOR MODCELL 4.08 18 � � 4.08 CABINET ?) 19 2 2 20 (A-- _ • (E) - W 21 20 20 22 BOARDARD RELIABLE APPLIED WIRELESS. LLC 23 20 20 24 14 GRANT ROAD 25 HVAC #1 3V 30 HVAC #2 26 WINCHESTER, IAA 01890 781-756-0922 27 _ 2 2 28 SITE NAME: 29 20 1 20 LIGHTS 30 31 20 20 SMOKE DETECTOR 32 - CENTERVILLE 33 RECEPTACLE 1 20 20 RECEPTACLE 3 34 35 RECEPTACLE 2 20 20 RECEPTACLE 4 36 • - 37 SURGE ARRESTOR 30 20 RECEPTACLE 5 38 SCHEMATIC ELECTRICAL_ AND TELEPHONE SERVICES RISER DIAGRAM CASCADE #: 39 2 20 GFI qp - SCALE: NONE BS73XCO29 ELECTRICAL SPECIFICATIONS NOTES TO CONTRACTOR: SITE #: SECTION 16010 - GENERAL PROVISIONS MAO899 LE A. REQUIREMENTS: FURNISH ALL LABOR,MATERIALS,SERVICE, EQUIPMENT, AND 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY - 21.CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS WITH 6"WIDE. 6 MIL THICK _ • APPLIANCES REQUIRED TO COMPLETE THE INSTALLATION OF THE COMPLETE QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCtIONS. - ALUMINIZED PLASTIC WARNING TAPE IDENTIFYING CONTENTS. TAPE COLORS SHALL BE ORANGE _ ELECTRICAL SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE FOR TELEPHONE.AND RED FOR ELECTRIC. ` OP.,AWINGS. - BROUGHT UP DURING THE BID PERIOD WITH THE ENGINEER FOR CLARIFICATION, NCT 4TER THE CONTRACT HAS BEEN AWARDED. - - 1 B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INSTALLATION,MATERIAL, 22.ELECTRICAL CONTRACTOR SHALL PROVIDE ASECTIONOF SEAITITE CONDUIT FOR TELCO - CONSTRUCTION DWG S , EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF - CONNECTION TO THE PRIMARY RADIO CABINET. COORDINATE EXACT CONNECTION THE NATIONAL ELECTRICAL CODE NEC) -AFPUCABLE STATE ELECTRIC CODES, -2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAY ALL FEES TYPE WITH LUCENT. - THE NATIONAL ELECTRICAL SAFETY CODE (NESC) AND THE TERMS AND THE AS MAY BE REQUIRED FOR ELECTRICAL WORK AND FOR SCHEDULING OF ALL INSPEC7IONS AS _ - REQUIRED WITH LOCAL AUTHORITY. 23.ELECTRICAL CONTRACTOR SHALL PROVIDE A SECTION OF SEALTITE.CONDUIT FOR POWER CONNECTION _ } CtlNDIT10N5 OF THE AUTHORITIES HAVING LAWFUL JURISDICTION PERTAINING TO THE - "' TO THE PRIMARY RADIO CABINET. THE CONTRACTOR SHALL PROVIDE AN ADDITIONAL 6'-0"COIL OF WORK REQUIRED. ALL MODIFICATIONS REQUIRED BY THESE CODES, RULES, WIRE E THE END OF THE SEAITRE. W a^REGULATIONS,AND AUTHORITIES SHALT BE MADE BY THE CONTRACTOR WITHOUT 3. UTILITY SERVICES SHOWN ARE PROPOSED, THE ELECTRIC CONTRACTOR SHALL COORDINATE. -ADDITIONAL CHARGE TO THE OWNER. EXACT TELEPHONE AND ELECTRIC SERVICE CONNECTION POINTS, ROUTING AND ASSOCIATED C. U 6ERWRITER'S LABORATORIES (UL):ALL MATERIALS.APPLIANCES, EQUIPMENT, OR LO _REQUIREMENTS WITH LOCAL UTILITY COMPANIES h NEXTEL CONSTRUCTION MANAGER. .24.GROUND IN ACCORD W/ CAL CODE k SHEET E-2. - �'aA OR DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF UNDERWRITER'S•N - - 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND UGHTING AS REOU'RED FOR.THE WORT:-. 25.PROl4DE (2) 4"GALVANIZED RIGID STEEL CONDUIT RISER WITH 1/4"NYLON DRAG LINE INCLUDING _ ^ LABORATORIES, INC.THE LABEL OF,OR LISTING BY. UL, IS REQUIRED. - . 90• CRC SWEEP AT POLE (UP TO 20'-0-AI'G.) SECURE TO POLE PER UTILITY COMPANY - _A 5. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE REQUIREMENTS. PRIMARY CABLES BY UTILITY COMPANY O 1O-1Z-O6 F,OR CONSTRUCTION '�` "•`• SECTION 16110 - RACEWAYS, BOXES AND FITTINGS - APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. - - - *'p A CONDUIT FITTINGS, CONNECTORS AND COUPLINGS, EMT COUPLINGS AND CONNECTORS 6. THE CONDOR'RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AMU A 09-20-06 CONSTRUCTION DRAFT EITHER STEEL OR MALLEABLE IRON ONLY. "CONCRE'TE TIGHT"OR "RAIN TIGHT"AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. - EITHER THE GLAND AND RING COMPRESSION TYPE OR STAINLESS STEEL MULTIPLE 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR.REQUIRED BY NEC. ' - - PROFESSIONAL _ POINT LCCKING TYPE. CONNECTORS TO HAVE INSULATED THROATS. EMT FITTINGS USING - SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT PERMITTED. w1 Or At, + 8. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. 4w. `�+1 B: BUSHINGS: INSULATED TYPE. DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"MINIMUT7 . IMPAIRING THE CONTINUITY OF THE CONDUIT GROUNDING SYSTEM, FOR RIGID STEEL INSIDE SWEEPS FOR ALL CONDUITS 2"OR LARGER. CONDUIT, IMC AND RIGID ALUMINUM CONDUIT. yG 9. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING C. CONDUIT INSTALLATIONS: CONDUIT SYSTEMS, EMT,OR RIGID NON-METALLIC CONDUIT GROUNDING BUSHINGS. �T UNLESS NOTED. INSTALL CONCEALED CONDUIT AND EMT IN AS DIRECT LINES AS POSSIBLE. 10. ALL WIRE SHALL BE TYPE THWN, SOLID.ANNEALED COPPER UP TO SIZE #10 AWG (#8:AN0 - - ELECTRICAL LEGENDO- ARC -INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES 70 THE UNES LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F), 98% � T OF THE BUILDING. RIGHT ANGLE BENDS III EXPOSED CONDUIT AND EMT RUNS SHALL BE ('� �fp�p/� MADE WITH STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT CONDUCTIVITY. MINIMUM #12. Igo.287M Q Q 70 RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS. 11 ALL CABINETSWIRES WITH APPROVED TAGGED PLASTIC TAGS.ACTIONBOXES, CRAFT.°BRADY,EQUIPMENT BOXES OR APPROVED EQUA.. SYMBOLS MBOLS ABBREVIATIONS D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL CONDUITS AND EMT 12..ALL NEW MATERIAL SHALL HAVE A U.L LABEL. SIONI�� NOT MORE THAN 8 FEET APART WITH NOT LESS THAN TWO SUPPORTS FOR EACH 10 - - - O CONDUIT TURNING UP ACCA ANTENNA CABLE COVER ASSEMBLY FOOT STRAIGHT LENGTH AND ONE SUPPORT NEAR EACH ELBOW OR BEND INCLUDING 13.CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID - - - RUNS ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES, LOCATION CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. CONDOR TURNING DOWN AGB COPPER ANTENNA GROUND BAR SWITCHES, FITTINGS, FTC. INSIALL ONE HOLE PIPE STRAPS ON CONDUITS 1 INCH OR - AWG AMERICAN WIRE GAUGE . SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. 14.ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN - SPRING STEEL FASTENERS WITH HANGER RODS MAY BE USED.IN DRY LOCATIONS 4! UEU _CONDUIT RUN UNDERGROUND 9CW BARE COPPER WIRE DRAWN L?Y: RC CHECKED BY: KB OF?!PE STRAPS. Is.INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUTS PER THE SPECIF'CA:'IONS - BTS BASE TRANSMISSION SYSTEM ANU NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION - CONDUIT RUN ABOVE GROUND SECTION 16120 - CUNUUCIUHS BOXES, 9ULLBOXES.AND ALL DISCONNECT SWTrrHFS;STARTERS,AND EQUIPMENT CAB.NETS. CISGE COAX ISOLATED GROUND BAR EXTERNAL JOB #:' 2758.020 A. WIRES AND CABLES(600 VOLTS): CONFORM TO THE APPUCABLE UL AND ICFiA G METER ON MF'.itH/bicEAKEN UNIT ^ STANDARDS FOR THE USE INTENDED. USE COPPER CONDUCTORS WITH 600 VOLTS 16.THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY AND AU.WIRING - _ JWU DRAWING INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. USE STRANDED AND EQUIPMENT CONDITIONS AND CHANGES'WHILE COMPLETING THIS CONTRACT.r'SUBM!r AT EMT ELECTRICAL METALLIC TUBING SITE ADDRESS: CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE SPECIFIED OR NOTED OTHERWISE SUBSTANTIAL COMPLETION. 5/8"x iO'-0"COPPER CLAD ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION - GROUND ROD GEN GENERATOR SHALL BE TYPE THHN/THWN, 75'C, FOR ALL CONDUCTORS, USELESS OTHERWISE SPECIFIED 17.ALL DISCONNECT SWITCHES AND OTHER CONTROWNG DEVICES SHALL BE PROVIDED mrH 3¢5 OLD STAGE ROAD OR NOTED ON THE DRAWINGS. GPS GLOBAL POSITIONING SYSTEM ENGRAVED LAMICOID CIRCUY NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH !S � EXOTHERMIC TYPE CONNECTION ' B. COLOR CODING. PHASE, NEUTRAL.AND GROUND CONDUCTORS COLOR-CODED INSTALLED ON,AND PANEL LOCATIONS FED FROM (NO EXCEPTIONS.) IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME COLOR TO COMPRESSION TYPE CONNECTION GR - GROWTH CENTERVILLE,MA 02632 THE SAME PHASE CONDUCTOR, COLOR CODING SHALL BE BLACK,RED, BLUE, 18.PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH - IGR INTERIOR GROUND RING (HALO) WHITE (120/208) OR BROWN ORANGE,YELLOW. GRAY(277/480)WITH GREEN BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS -G-G- GROUND RING. #2 AWC SOLID LAGB LOWER ANTENNA COPPER GROUND BAR FOR ALL GROUND CONDUCTORS. APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE - TINNED BARE COPPER GROUND PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE CONDUCTOR 6",BELOW FROST LINE MIGB - MASTER ISOLATED GROUND BAR WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE,OF AND 24"OFF CONCRETE PLATFORM C. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS N0. 6 AND SMALLER: 3M WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR.THIS - PCs PERSONAL COMMUNICATION SYSTEM_ SCOTCH-LOK OR T h B STA-KON COMPRESSION OR INDENT TYPE CONNECTORS WITH PURPOSE. SHEET TITLE: INTEGRAL OR SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER THAN - PFC POWER PROTECTION-BINET N0. 6 SOLDAPED 5, INDENT, HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS, NOTE: ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT.(NEW AND EXISTING) SHALL HE FIELD XXX -REPRESENTS DETAIL-NUMBER PRC, PRIMARY RADIO CABINET PROPERLY TAPED OR INSULATED. Q,. VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR DI ROUGHHE XXX rREF. DRAWING NUMBER POWER�TE LCO VL. OF CONDUIT AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE - FIGS RIGID GALVANIZED STEEL D. SPLICES: (480 VOLTS AND UNDER): ;CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM NAMEPLATE DATA FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED TERMINATION TO TERMINATION WITHOUT SPUCES UNLESS APPROVED BY THE BUILDING UPON BEST AVAILABLE INFORMATION AT THE TIME OF.DESIGN AND SOME EQUIPMENT RWY RACEWAY INSPECTOR. CHARACTERISTICS MAY NOT BE CORRECT AS SHOWN ON.THESE DRAWINGS). LOCATION OF - TYP TYPICAL - RISER DIAGRAM OUTLETS, BOXES, ETC. AND'.HE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE XXX DETAIL NUMBER SECTION 16220 -- CIRCUIT BREAKERS CONFIRMED WITH THE AND REPRESENTATIVE PRIOR TO ROUGH-IN. SSLP NEXTEL SPECTRUM UMITED PARTNERSHIP 19-ALL UNDERGROUND CONDUIT ROUTING SHALL BE COORDINATED IN FIELD BETWEEN UAGB UPPER ANTENNA COPPER GROUND BAR A. PROVIDE MOLDED CASE. BOLT-ON , THERMAL MAGNETIC TRIP, SINGLE, TWO OR THREE NEXTEL WIE,CONTRACTOR, AND RESPECTIVE UTILITY COMPANIES. SHEEP NUMBER: POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS (E) EXISTING SHALL BE SINGLE HANDLE, COMMON TRIP.AC RATING TO MATCH EXISTING OR AS 20.ALL CONDUITS ROUTED BELOW GRADE SHALL TRANSITION TO RIGID GALVANIZED ELBOWS REQUIRED FOR AVAILABLE (P). PROPOSED FAULT CURRENTS. WITH RIGID GALVANIZED STEEL CONDUIT ABOVE GRADE E- li. • ANTENNA MOUNTING PIPE m SEE NOTE #6 (TYP) NMEL ANTENNAS (TYP.) OF 4 NOTE: . PER SECTOR 1. ALL EXISTING GROUNDING TO BE VERIFIED PRIOR TO (DMA ANTENNA (DMA ANTENNA (DMA ANTENNA �� - SECTOR CABLES CABLES CONSTRUCTION. _ NEXTEI COMMUNICATIONS, INC. SECTOR'A' SECTOR"8" SECTOR'C' 9 caMUN COMMUNICATIONS. 2. ACTUAL SIZE, LENGTH AND QUANTITY OF PROPOSED 7 BEOFoa0,MA RIVE COPPER-CLAD STEEL GROUND ROD WILL BE DETERMINE01730 D � PHONE(781)276-3998 II � BY SOIL RESISTNfiYTEST. RODS SHALL NOT BE SPACED U r� GREATER THAN 20' AND NOT LESS THAN 6'. ILA r=(P) COMA ANTENNAS IJ = (P) COAX GABLE PHASE IC PROJECT AND JUMPERS (TYP.) GROUNDING KT (TYP.) _ OF 3 CIGBE CIGBE CIGBE CIGBE GROUNDBAR (E) #4/0 AWG GREEN #2 AWG BASE COPPER LOCATED AT TOP OF THE INSULATED COPPER WIRE WIRE (TYP.) WATER TANK - NEAR THE ANTENNAS (TYP.) RELIABLE APPLIED WIRELESS. LLC 14 GRANT ROAD WINCHESTER. MA 01390 781-755-0222 _ SITE NAME: cIGBE AT THE BASE of CENTERVILLE GUYED TOWER TELCO GROUND BAR TO (E) TOWER GROUND RING CASCADE #: BS73XCO29 G i (P) NEXTEL SITE #: MODCELL 4.O13 0 1 MA0899 _ CABINET � - G GROUNDING LEGEND ELECTRICAL GENERAL NOTES CONSTRUCTION DWG'S -G-- GROUND COPPER WIRE, SIZE AS NOTED EXISTING NIXTEL EQUIPMENT ROOM 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS 14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL - -�- EXOTHERMIC (CADWELD) - COGNIZANT OF ALL JOB SITE CONDITIONS AND EQUIPMENT SHALL HAVE AN INTERRUPTING RATING - CONNECTION & GALV. SPRAY - WORK TO BE PERFORMED UNDER THIS NOT LESS THE MAXIMUM SHORT CIRCUIT CONTRACT. CONTRACTOR IS RESPONSIBLE FOR CURRENT TO WHICH THEY MAY BE SUBJECTED, MECHANICAL CONNECTION - (E) HALO GROUND RING ALL FIELD VERIFICATION. ,AND A MINIMUM OF 10,000 A.I.C. 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE NOT TO BE SCALED. GROUNDELI AS REQUIRED BY ALL APPLICABLE CODES. GROUNDING 3.CONTRACTOR SHALL PROVIDE ALL LABOR, 16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS O 10-12-06 FOR CONSTRUCTION SCHEMATIC DIAGRAM MATERIALS, INSURANCE, EQUIPMENT, BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL INSTALLATION, CONSTRUCTION TOOLS, WORK. A 09-20-06 CONSTRUCTION DRAFT TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY 17. IN DRILLING HOLES INTO CONCRETE WHETHER SCALE: NTS THROUGHOUT P ANDTI�lAS INDICATED SYSTEM ENERGIZED ON(DRAWINGS. FOR FASTENING OR ANCHORING PURPOSES, OR PROFESSIO PENETRATIONS THROUGH THE FLOOR FOR CONDUIT ��"� O�' ps � RASgSSPgE�CIIFIED HEREIN AND/OR AS OTHERWISE RUNS, PIPE RUNS, ETC. IT MUST BE CLEARLY ��Nqs 4, AI=L MATERIALS AND EQUIPMENT SHALL BE NEW UNDNOT EBETDRLLEDA INTO. CUTS OR D REBARS WILL DAMAGED UNDER AND IN PERFECT CONDITION WHEN INSTALLED ANY CIRCUMSTANCES. AND SHALL BE OF THE BEST GRADE AND OF THE - 0 MOUR �G SAME MANUFACTURER THROUGHOUT FOR EACH H CLASS OR GROUP OF EQUIPMENT. MATERIALS 18. LOCATION OF TENDONS AND RE-BARS ARE NOT �• SHALL BE LISTED AND APPROVED BY UNDER- DEFINITELY KNOWN AND THEREFORE MUST BE y EQUIPMENT LEGEND WRITER'S LABORATORY AND SHALL BEAR THE SEARCHED FOR BY APPROPRIATE METHODS AND o- VEWWARAM rn• b INSPECTION LABEL "J" WHERE SUBJECT TO SUCH EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT V , APPROVAL. MATERIALS SHALL MEET WITH CAN ACCURATELY LOCATE THE REINFORCING 14pe R87 Q t 120/240 VOLT,10.3 WIRE PANEL APPROVAL OF THE DIVISION OF INDUSTRIAL STEEL TENDONS.SAFETY AND LL ❑ HAVI JURI DICTIONAMA MATERIALS GOVERN(NG SHALL BIES MANUNG 19. ALL EXISTING UNDERGROUND LINES ON SITE TO BE QI JUNCTION AND/OR PULL BOX ' FACTORED IN ACCORDANCE WITH APPLICABLE LOCATED PRIOR TO CONSTRUCTION. _S5 ❑' DISCONNECT SWITCH(UNFUSEO) STANDARDS ESTABLISHED BY ANSI, NEMA,-AND DNA`E , ❑' DISCONNECT SNATCH(FUSED) NBFU. 20. SHELTER IS PRE-WIRED AND TESTED AT FACTORY. COORDINATE FINAL POWER CONNECTION WITH �'>S''; S.ALL CONDUIT INSTALLED SHALL BE SURFACE LOCAL INSPECTOR. p MANUAL MOTOR STARTER COMPLETE WITH MOUNTED UNLESS OTHERWISE NOTED. . ❑ THERMAL OVERLOAD PROTECTION. 6.CONTRACTOR SHALL CARRY OUT HIS WORK IN 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR DRAWN BY: RC CHECKED BY: KS P'DENOTES EQUIPPED MATH PILOT LIGHT. - ACCORDANCE WITH ALL GOVERNING STATE, CATALOG CUT-SHEETS ON ALL NON-SPECIFIED P-2 HOMERUN TO PANEL'P', CIRCUIT 02 COUNTY, LOCAL CODES AND O.S.H.A. ORIGINAL MATERIALS AND EQUIPMENT. (NA 20A-1P C/B). 2#12&1 #12 GND-3/4-C - 7.ELECTRICAL CONTRACTOR SHALL-SECURE ALL JOB #: 2758.020 NECESSARY ELECTRICAL PERMITS, AND PAY 22. UPON COMPLETION OF WORK, CONDUCT CONTINUITY _ HOMERUN TO PANEL'P',CIRCUIT#8 VIA ALL REQUIRED FEES. TESTR UIT WITH CWRITTENDREPORTFALL °SUBMITT DPOTENTI�TO GROUNDING DING SITE ADDRESS: P-8 50A-2P CIRCUIT BREAKER. REFER TO •8.COMPLETE JOB SHALL BE GUARANTEED FOR A PROJECT MANAGER FOR REVIEW AND APPROVAL. SOA;2P 'BRANCH gRG11Ts SCHEDULE'FOR CONDUCTOR .PERIOD OF NO LESS THAN ONE YEAR AFTER THE QUANTITIES AND CONDUIT SIZES. DATE OF MATERIAL,JOR EQUPMENTOB EFOUND TO BE FAULTY BY OWNER. ANY K 23. CLEAN PREMISES OF ALL DEBRIS RESULTING 345 OLD STAGE ROAD CONDUIT STUB - - - _ DURING THAT PERIOD SHALL BE ONCE. UPON WRITTEN NOTIFICATION ATETHED AT AND FROMUNDAMAGED CONDITION WORK AND LEAVE RK IN A COMPLETE CENTERVILLE,MA 02632 0 CONDUIT/NARE TURNING UP METER BANK NOTES EXPENSE OF THE CONTRACTOR. - ^ g.ALL CONDUIT ONLY (C.0.) SHALL HAVE A PULL 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE • CONDUIT/NRE TURNING DOWN 1. EXTERIOR STEEL SHALL BE HOT-DIP GALVANIZED AFTER WIRE OR ROPE. SILICONE SEALED. FABRICATION AND WELDING, TO ASTM A123. HARDWARE SHALL BE ETHER A325 STEEL, GALVANIZED TO ASTM A153, 10.PROVIDE THE OWNER WITH ONE SET OF 25. ALL DOWNLEADS #2 TINNED COPPER TO BE 2& 125 VOLT, 2 POLE, 3 WIRE, 20 AMP.,DUPLEX OR 18-8 STAINLESS. COMPLETE ELECTRICAL AS BUILT" DRAWINGS AT PROTECTED BY 1/2" P.V.C. PIPE AND SECURED SHEET TITLE: RECEPTACLE. 2" DENOTES CIRCUIT NUMBER. THE COMPLETION OF THE JOB, SHOWING ACTUAL TO SHELTER OR TOWER. 2. FOR SOIL INSTALL 12-DIAM. 4'-0- DEEP PIER FILLED DIMENSIONS AND CIRCUITS, WITHIN 10 WORKING GFI 125 VOLT 2 POLE 3'WIRE, 20 AMP.,DUPLEX WITH 3000 PSI CONCRETE. INSTALL TOP OF PIER FLUSH DAYS OF PROJECT COMPLETION 26. COMMPRESSION FITINGS TO BE USED ON ALL RECEPTACLE EQUIPPED LATH INTEGRAL GROUND FAULT WITH PROPOSED GRADE, AND PROVIDE CROWN FOR EMT" CONDUITS (NO SETSCREWS) RISER DIAGRAM INTERRUPTOR. 11.ALL BROCHURES, OPERATING MANUALS, DRAINAGE. CATALOGS, SHOP DRAWINGS. ETC. SHALL BE SINGLE POLE TOGGLE SWITCH'a'DENOTES SWITCH 3. FOR EXPOSED (EDGE OR BURIED LEDGE AT LESS THAN TURNED OVER TO PROJECT MANAGER 27• ALL #6 STRANDED TO BE ATTACHED W THPCR PER M EIDH WITH GREEN DOUBLE(LUG BOLO ED GROUNDING PLAN $b CONTROL AT JOB COMPLETION. 3'-6' BELOW FINISH GRADE,_CORE 8' DIAM. HOLE INTO ATTACHED WITH CAD PLATED BOLTS AND STAR LEDGE 18" DEEP. FILL AROUND PIPE WITH NON-SHRINK 12.USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WASHERS TYPICAL. AND NO-O% GREASE COMBINATION EMERGENCY BATTERY UGHT/EXIT GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE, AND WITH COMMON NEUTRAL CONDUCTOR FOR LITHONIA QUANTUM #H2MSW/Gl20SSB BACKFILL TO FINISH GRADE. LIGHTING FIXTURE. 28. COORDINATE ALL METER WORK WITH METER BANK OWNER AND LOCAL UTILITY COMPANY. SHEET NUMBER: 4. UTILITY COMPANY WILL PROVIDE AND INSTALL METER. 13.ALL CONDUCTORS SHALL BE COPPER. 5. POSITION METER ASSEMBLY WITHIN YARD TO AVOID VANDALISM OAMAGE. PROVIDE 3' MIN CLEARANCE IN FRONT OF METER BANK. • INDICATES BY NOTICE OF COMPLETION SIGNED OFF BY GENERAL CONTRACTOR E_ NEXTEL NEXTEL COMMUNICATIONS, INC. 9 CROSBY DRIVE BEDFORD.MA 01730 FROM ANTENNA PHONE(781)276-3996 RX TX TX/RX PHASE IC PROJECT LARGE UNIVERSAL WEATHERPROOFING KIT (TYPICAL) 1"(MIN) JUMPER REQUIRED ONLY 1/4"(MIN) WHEN 1-1/4"0 AND LARGER S/5 NUT HEAT RINK8"(MIN)- r (TYPICAL) STANDARD CABLEWARE - - (CLEAR - - - .ILIA GROUND KIT (TYP.) S/S LOCK WASHER \\\ c(AR-) (SEE NOTE 1) w _ r RELIABLE APPLIED WIRELESS. LLC - a 14 GRANT ROAD ANTENNA CABLE WMCHESTER, MA 01890 - - �TO CABLE TRAY (TYP.) xr SITE NAME: 781-756-0222 - COAX GROUND KIT COPPER BUS DO NOT HEAT SHRINK CE NTE RVILLE FROM ANTENNA ISCONNEC CIGBE GROUND BAR NEWTON �S/S LOCK WASHER (CLEAR) FRAME SUPPORT (OR EQUAL), SIMILAR TO S/S BOLT . MOUNTED NEAR/BELOW NOTES: LABEL ANTENNA REFER TO NOTE �3 CASCADE 1.ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH KOPR-SHIELD B S 7 3XC 0 2 9 ELD BEFORE MATING. $2 AWG BCW 2 AWG BCW, BONDED 2.FOR GROUND BOND-TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER C0 GROUND WIRE ALONG CABLE TRAY TO CIGBE/MIGB BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELD. 1. NOTE SITE #:DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS MA0 S 9 9 DIRECT GROUND WIRE DOWN TO CIGBE. GROUND LUG DETAIL - CONNECTION OF GROUND SCALE: N.T.S. ANDRETO ANTENNA WIRES TO GROUNDING BAR 4 ANTENNA GROUND BAR W/O GROUNDING ING KIT (TYP)SUREGRUND CONSTRUCTION DWG'S SCALE: N.T.S. INSULATORS BONDED I DIRECTLY TO THE TOP OF - _ GUYED TOWER - #6 AWG (PROVIDED WITH GROUNDING KIT TYR) I p6 AWG FROM ANTENNA CABLE i GROUND KIT COAX CABLE (TYP FOR ALL) 0 10-12-06 FOR CONSTRUCTION ANTENNA GROUND BAR W/O ANDREW SUREGROUND INSULATORS, BONDED .. GROUND KIT (TYP.) A 09-20-06 CONSTRUCTION DRAFT GROUND BAR 5 DIRECTLY TO THE BOTTOM OF �) + ON WALL OR GUYED TOWER PROFESSIONAL STAMP- .. ON ANTENNA 4 EXOTHERMIC WELDF /�6 AWG LUG 44 v, 0F�Il O 2• 3/4 -0 j_.0°U 0 0 0 0 SOLID TINNED OR CEBRDGE EQUIPMENT VIA TRAY �� ' uR yG . O O O O O O O O oo° °o00 Oo°° GRADE O � N Qo Qo o Qo 0 0 0 0 0 o O Qo °0 01°°°i`o'D 1.°°° , 9�EIOAA pRAdAAll 3 ' o° ° ` GROUND RING EXISTING GROUND WIRE a.IA760 Q i 1- NOTE COPPER HARGER GROUND BAR, 1/4•X 4"X 20", GBIT 14420 J 2-7 1N UMBER OF GROUNDING BARS MAY VARY P��p�"�� Ali HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION DEPENDS ON THE TOWER, ANTENNA 2- STANDOFF INSULATORS, NEWTON INSTRUMENT CPT. NO. 3061-4 LOCATIONS AND CONNECTION ORIENTATION.. TWO HOLE LUG, TO BE PROVIDE AS REQUIRED. BCWDOIGR GROUND O B 3- 5/8• LOCKWASHERS, OR EQUAL A' DRAWN BY: RC CHECKED 9Y: KB 5- /8LMOUNTING1X BRACKET. NEWTON HEX HEAD CAP SCREW CO. CAT NO. A-6056 OR EQUAL ANTENNA CABLE 1.CO JOB : 2758.020 1.CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) GROUNDING - TOWER ON ALL LUG CONNECTIONS. NOTE, ALL BOLTS. NUTS, WASHERS, AND LOCK WASHERS SHALL BE 18-8 SCALE: N.T.S. - STAINLESS STEEL SITE ADDRESS: INSTALLATION OF GROUND WIRE TO GROUND BAR GROUNDING — STANDARD 345 OLD STAGE ROAD o DETAIL GROUND BAR CENTERVILLE,MA 02632 SCALE: N.T.S. f Z 1 SCALE: N.T.S. -�J SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-3 r' I O.D.) NOTE: s' (5.5•0.0.) TOP OF EXISTING TANK TOP OF PROPOSED ANTENNAS GALVANIZED PIPE w 1. PROVIDE SHIM PLATES AS NECESSARY GALVANIZED PIPE W ELF.V.178-D t A.G L �LL�. 176=0 t AG.L M7 TO PROVIDE TO FULL PLATE BEARING R ON ROOF OVERHANG. �� R - 1 rrT 1'-6 5/16• L� PLATE �0 `\ PROPOSED .,. , 3/8' KICKER Mobility OYP 4) 550 COCHITUATE ROAD �:_z...w �\ PROPOSED PROPOSED SUITES 73 & 74 POLE MOUNTED m KICKER TYP. FRAMINGHAM, MA 01701 _ AT&T ANTENNA n PLATE E 1/4 � (n'P.-2) m (TI'P 4) 0 5-(5.5'O.D.) n EXISTING AT&T GALVANIZED PIPE KATHREIN DUAL 1285 ANTENNAS ANTENNA MOUNT o TO BE REMOVED P/N 850 10006 1 I PLAN VIEW-7 (TYP.-2) ANTENNA CLAMP SCALE: N.T.S. / P/N Aso 10002 1 ss PROPOSED PROPOSED A325 PROPOS�i,•x1'-11 AWE CENTERVILLE PROPOSED BOLT (TYP.-4) BASE PLATE TH FOIE MOUNTED RASE OFFSET FROM TH CONNECTION AT&T ANTENNA r- TOP OF PROPOSED TANK BASE PLATE EDGES) PLATES) ROOF CONNECTION _______ STRUCTURAL DETAILS =166=0 tt AG.L EXISTING EXISTING ROOF OVERHANG ROOF ____---____._______.______________-______________________________ ____________....._______________..____.___________________....______ _ _ OVERHANG ___ _______ .____ __-__ PROPOSED NG WE PLATE EXISTING 'r-9. (TIFF BOTH �TANKI WALL ROOF OVERHANG 0'-7 3/4' CONNECTION PLATES) ISSOMETRIC 0 09/24/09 FOR SUBMITTAL ROOF CONNECTION ELEVATION SCALE 1-1/2'-V-0' EXISTING 32' DIAMETER TANK _ 0. 1/2 1. 1 1/2' Dewberry® (100'-6"t CIRCUMFERENCE) i EXISTING TANK WALL 4 Dewberry-Goodkind,Inc. s-1 ' p� 280 SUMMER STREET f-- TING 1. FOR SPUCE CONNECTION USE 2 PLATES. IOTH FLOOR VIEW WALL BOSTON.MA 02210 - PHONE:61TM5.3400 GALVANIZED FAX:617,695.3310 PROPOSED 1/2•U-BO SPLICE 0'-7 3/4' (T,p.-2) /4' 'GALVANIZ O-' F -I CONNECTION r I 0._6. (AS REQUIRED) I I �0'-7'—+{ •--� )BOLTS-2 -- �Q� DENIMS W- RcIF < 5' (5.5-O.D.) 0-1 ( ov STRUCTURALL —— PROPOSED GALVANIZEDSGALVAItl2ED)eANo1Nc s-1-, T PROFosEo PIPE P1o. 36494 R AN;MIDSPAN 3/4-ASTM o PL/FFSEMER A325 BOLT .O O ly (TIFFENE �' 4) F u 1/4' DIAMETER 1/2' HOLE FOR PL3 B TYP' 1/+ Pt3 32'-0' TYPE/302/304 CONNECTION /8 STAINLESS STEEL PJdN DRAWN BY: BBR AIRCRAFT CABLE WITH J'1AN _ VRM COATING REVIEWED BY: BBR 0'-7 3/4' (TYP 2) - PIPE CONNECTION PLATE CONNECTION 4 SCALE.3'-1'-0' 3 SCALE: 3'-1'-0• CHECKED BY: DWR ELEVATION 5•(5.5.O.D.) 0' 3• 8• y NOTES. GALVANIZED PIPE 0• 3• 6. 9. � 1. PROPOSED WATER TANK HEIGHT BASED ON EXISTING JOB NUMBER: 50021036 DRAWING TITLED -CITY OF CENTERVILLE, MA RAILING EXISTING 1.5 MG ELEVATED WATER STORAGE TANK' BY TANK WALL LANDMARK STRUCTURES 1, LP DATED PROJECT NUMBER: 50003938 --5/21/09.__________ '—_--`--- STAINLESS STEEL ---_--_--- -------`-----'-------'- _ _0-0 1/2• X4'yLONG.DJ LOOP THIMBLE 7YP. 1/4 ' -----------------'---- __ _ SITE ADDRESS --------2 EXISTING WATER TANK ELEVATION BASED ON p•_2• GALVANZED PIPE TANK MAPPING BY APLL-POINTS TECHNOLOGY CORP DATED 09-18-09. 4 3. FIELD WELDING TO THE TANK IS NOT 345 OLD STAGE ROAD PERMITTED. 4. ALL STEEL IS TO BE GALVANIZED. ELEV. to PLI/2'X4' LONGVARE E CUP EYE & EYE swNLEss STEEL CENTERVILLE, MA 02632 EXISTING SUPPORT o •) HEY BODY REMOVE VINYL 5. FIELD VERIFY ALL EXISTING CONDITIONS I - TURNBUCKLE COATING (TYP.) SHOWN PRIOR TO STEEL FABRICATION. LEG (TYP.) PROPOSED SHEET TITTLE 6. CABLE & HARDWARE BY LIXCO CABLE MFG. BASEPIATE 7320 WEST AGATTTE, NORRIDGE. IL 60706 BOLTED TO 1-800-626-6556 OR APPROVED EOUAL. CATWALK DECK (LOCATE NEAR PL,/2'X4'LONG ! 2'-0• I 0'-4- —I ELEVATION & ISOMETRIC 7. ATTACH (4) 1-5/8• COAX TO PIPE WITH TOWER / 3/4•(1-O.D.) DIAMETER STAINLESS STEEL PIPE CLAMPS AT 4' O.C. STRUCTURAL LEG GALVANIZED PIP - 7/19 SSAC ELE1f�N 8. TIE ANTENNA MOUNT & COAX INTO EXISTING 302/304 ISfING ELEVATION SECTION STAINLESS STEEL BAND CONNECTION 5 SHEET NUMBER AT&T GROUND RING. SCALE-3/8•-1'-0' � AIRCRAFT CABLE WITH SCALE: 3'-1'-0' VINYL COATING HALF SIZE PRINT 0' AL 2' 4' 6' (T1'P'-2) 0' 3' 6' 9' THIS DRAWING IS SCALEABLE AT HF THE NO7ED SCALE. S — 1 I 1 � ♦ 1 _ at&t } �tw$ 1401 �y+V *1 Z Mobility f Y, 4a.t r� y �h4,+ ._.y.. rx_.rp.+a '! .= 1 - k '' { N�p `/vi ,zmWI/@I@ s vtW- Y m Jcgj,..th�i�' TM1r`.' �#• ,�. w.,� w A'` /t SSnd. - Mobility _ Al t P. oget�herwith NEXTEL�' 5; ht ' ":M't r`i }Y '� z.,"-" '-�"� 'Y1=�r .,,gip 400 FRIBERG PARKWAY �f. ram;_.,38s. >*-t�.r b# .4 C .ah',,. ?c 1C q v �. i47 . WESTBOROUGH, MA 01581-3956 ogetherwith NEXTEL„r= 550 COCHITUATE ROAD 40 HARTWELL AVENUE SUITES 13 & 14 LEXINGTON, MA 02421 FRAMINGHAM. MA 01701 JOB#: 1285 JOB#: MA-0899 CENTERVILLE BS73XCO29 WATER TANK TY • CONSTRUCTION DRAWINGS CENTERVILLE WATER NK 0 08/04/10 FOR SUBMITTAL B 07/29/10 . FOR COMMENT A 07 01 10 FOR COMMENT 345 OLD STAGE ROAD 9 Dewberry® CENTERVILLE M A 2 2 Dewberry_1n Odl(lnd,IEET 0 63 � PHONE: # _ FAX:617. A. (p 1), N .'A di {{ ENGINEER SITE ADDRESS: SHT. DESCRIPTION U Cl�L rn 1 5 1- �' 345 OLD STAGE ROAD NO. NO 33966 t� u gam!,. - 280 DEWBERRY UMMER ST. CENTERVILLE, MA 02632 -O Q �' 10TH FLOORv �FCiISTER� BOSTON, MA 02210 SITE NAME: T-1 TITLE SHEET .<F C\`a CENTERVILLE WATER TANK ZONING DISTRICT: - �G � PHONE (617) 695-3400 RC - RESIDENCE C. ry. � . FAX # (617) 695-3310 C-1 SITE PLAN A'� ' C-2 ANTENNA PLAN & TANK SECTION �, _`•,� I� �� <'� CONTACT: BENJAMIN REVETTE # PROPERTY OWNER: • .. C-3 RAILING MOUNT ISOMETRIC-& DETAILS 8•!�/d CENTERVILLE/OST/MM FIRE DIS C-4 PEDESTAL MOUNTING DETAILS ��=�. �..•---4 - 1875 FALMOUTH ROAD _ C-5 TRENCHING DETAILS AT&T CENTERVILLE. MA 02632 U�••� �• zz 550 COCHITUATE ROAD t 91 _`;_,II_ •1I SUITES 13 & 14 PHONE (508) 428-6691 PROJECT DIRECTORY A-1 AT&T GENERAL NOTES DRAWN BY: ALH A-2 AT&T DETAILED SITE PLAN FRAMINGHAM, MA 01701 REVIEWED BY: BBR r +' CONTACT: CRAIG CROCKER STIE LOGlT10N A-3 AT&T CONSTRUCTION DETAILS - PHONE # (774) 766-1474 - \ 345 old stage Rd Nla(Is.- '' ` ! ' THE SITE WILL CONSIST OF REMOVING ALL COAX, ANTENNAS A-4 AT&T ANTENNA B.O.M. AND ANTENNA DETAILS �•��lI Centervtlle,MA 02632' ? CONTACT: TOBY SLAGLE AND HARDWARE FROM THE OLD WATER TANK, TRENCHING NEW A-5 AT&T ELECTRICAL RISER DIAGRAM CHECKED BY: PPB ' -"' ELECTRIC UTILITY• r' ��\. Ji' '}l • i; - COAX AND MOUNTING 33 ANTENNAS TO THE NEW WATER q-6 AT&T SCHEMATIC GROUNDING PLAN & DETAILS �•t. /��:. L NSTAR (800)592-2000 TANK. 12 ANTENNAS WILL BE MOUNTED TO THE CONCRETE PEDESTAL AND 24 ANTENNAS WILL BE MOUNTED TO THE RAIL A-7 AT&T GROUNDING DETAILS JOB NUMBER: 50003936 '1'i �8f1�a. 1'/ %$<``• VERIZON ON TOP. OF THE TANK. COAX WILL BE MOUNTED INSIDE THE TANK TO EXISTING STEEL BRACKETS. THE SPRINT AND VERIZON WIRELESS - VERIZON EQUIPMENT SHELTERS WILL REMAIN IN THEIR V-1 VERIZON GENERAL NOTES PROJECT NUMBER: 50021036 �• ,R,p�,; ��. ,'E 400 FRIBERG PARKWAY TELEPHONE UTILITY: CURRENT LOCATION. AT&T WILL BE INSTALLING A NEW 1 WESTBOROUGH, MA 01581-3956 V-2 VERIZON DETAILED SITE PLAN Barnstable cp VERIZON (800) 870-9999 11'-5'X20' SHELTER AND A SOKW DIESEL EMERGENCY _ �� GENERATOR ON THE SOUTH SIDE OF THE TANK. V-3 VERIZON GROUNDING DETAILS SITE ADDRESS PHONE � (617) 921-9716 �28 -,jJFai Q1:�j•FL-d'' 1' CONTACT: ERIC WAINWRIGHT _ S-1 SPRINT NEXTEL GENERAL NOTES os PA9C0EL07ID. S-2 SPRINT NEXTEL DETAILED SITE PLAN 345 OLD STAGE ROAD ;�;%`' S-3 SPRINT NEXTEL GROUNDING DETAILS — ,- -� SPRINT PROJECT DESCRIPTION CENTERVILLE, MA 02632 40 HARTWELL AVENUE t LEXINGTON, MA 02421 USGS QUAD SHEET: ' 'I f I i t t +,�•.+ BARNSTABLE, . !%"la, f' ,1 �:•, PHONE # (617) 877-2950 THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE SHEET TITLE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR CONTACT: TIM GREENE ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE r <t �.��• OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. TITLE SHEET A.DA COMPLIANCE. VICINITY MAP N.T.S. CONTACT INFORMATION PROJECT SUMMARY FACILITY IS UNMANNED'AND NOT FOR HUMAN HABITATION. SHEET INDEX DIRECTIONS FROM BOSTON: - - SHEET NUMBER TAKE 1-93 S TO EXIT 7 ON THE LEFT TOWARD CAPE COD. MERGE ONTO RT-3 S. RT-3 S BECOMES US-6 E. TAKE EXIT 6 T— FOR MA-132 TOWARD BARNSTABLE/HYANNIS. TURN RIGHT ONTO SHOOTFLYING HILL ROAD. TURN LEFT ONTO OLD STAGE ROAD. SITE IS ON THE RIGHT. EXISTING 4 • UTILITY POLE LEGEND I % amt NG N ' DIRT EXISROAD ♦\ LOCUS PROPERTY LINE Mobility i i \ I,: •::.,:?._-_ _..-T {:. NEW ROAD ' /'�'��♦♦\ EDGE OF PAVEMENT `\✓/ ��\ , Vw`"j wireIe - ♦ TREE LINE EXISTING % EXISTING FOOTING WATER TANK (TYP.-6) (SEE NOTE 6). 6 ♦' EXISTING SIDE - �gy��.��,p ri�n t WALK NOTES. - !a'� +° `i�?+ ♦ Together with-NFXTEL x y EXISTING CHAIN ♦ - - 1. ALL PARKING LOTS, ROADS & PROPERTYi.,Y:�,, _k-: ,,,.,,4,_.„,,,v.:,n.f�^4: M•'k30.1 LINK FENCE +i'�—'�, \ - LINES SHOWN AS APPROXIMATE. \` ♦ PT PLAN♦ �A0� 2. MG ELEVATEBASED COMPOSITE WATER STORAGE 5 TANK' BY EARTH TECH/AECOM DATED JULY CENTERVILLE /a ♦♦ 2008. Q EXISTING o o \� ��i�9 WATER TANK RAILING \ ♦ �j 3. NORTH ARROW IS APPROXIMATE & SHOULD BE OQ ♦♦ �9 VERIFIED IN FIELD.. / - \ Z. O 4. LOCUS PROPERTY IS LOCATED RC - r RESIDENTIAL C ZONING DISTRICT.- - F07/29/10 NSTRUCTION DRAWINGS 5. SOME EXISTING AND PROPOSED INFORMATION C? \\\��✓JJJ�� Op I EXISTING ♦ _ NOT SHOWN FOR CLARITY. S SHELTER / ARBORVITAE CATS ♦ 6. ALL COAX, ANTENNAS AND HARDWARE FROM ALL v (TO BE RELOCATED) \ 08/04/10 FOR SUBMITTAL / ,. .♦ � THE CARRIERS TO BE REMOVED FROM OLD TANK. lZ v ♦ FOR COMMENT 1 \ 7. FINAL LOCATION OF COAX ROUTE AND LOCATION A. m SEE VERIZON +/+ \ O , V-2 DETAILED SITE PLAN ,.� p ♦ INTO TANK PENDING FINAL WATER DEPARTMENT A 07 O1 10 FOR COMMENT rO Q +/+ \ ;-;.'' ♦ APPROVAL CONTRACTOR SHALL PROVIDE ALL MATERIALS INCLUDING PULL BOXES AS REQUIRED E/j ''� •+ \ - FOR PULLING COAX AND MAINTAINING COAX BEND '' •♦ RADIUS PER MANUFACTURERS RECOMMENDATIONS. �� + ♦ THE PULL BOXES ARE TO BE RATED FOR Dewberry® EXISTING \ VEHICULAR TRAVEL THE TYPE AND LOCATION -NEW TREE ` \ \ a�*�„_ ICE BRIDGE - ♦ .SHALL BE APPROVED BY THE CONSTRUCTION LINE - \ \\ (TO BEREMOVED) - ♦\ - MANAGERS AND THE WATER DEPARTMENT PRIOR _ \ + EXISTING AT&T - TO CONSTRUCTION. TRENCHING LOCATION AND Dewb gdkind,Inc. EXISTING I ♦ DEPTH SHALL ALLOW FOR FUTURE ACCESS TO •'' EET \ TELCO I EXISTING EOUIPMENT CABINETS ♦ EXISTING DUCT BANKS. F,�#8for EXISTING \ \+ \\ VAULT TELCO (TO BE REMOVED) \ �p�� som N SPRINT NEXTEL \\ EXISTINGETER BOX ♦ B. AT&T INSTALLATION TO INCLUDE 18 LINES OF PHONE: M SHELTER \ \ RACK ,/'�%—�•�a - 1-5/8• COAX, 9 PANEL ANTENNAS, 6 TMA & 6 •��. FAX:617. - DIPLEXERS. 1 SEE SPRINT NEXTEL DETAILED SITE PUN EXISTING ♦ 9. VERIZON INSTALLATION TO INCLUDE 18 LINES DIRT ROAD -� S-2 \\ \\ // +�+ OF 1-5/8• COAX & 12 PANEL ANTENNAS. -� -4 \\ \\\ / �� ` - C� CI iL \ ♦ 10. SPRINT NEXTEL INSTALLATION TO INCLUDE 15 No 3368E \\ \\1 ✓// - LINES OF 1-5/8' COAX & 12 PANEL ANTENNAS. q PROPOSED SPRINT NEXTEL \\\ \\\r/ ♦ 13. CONTRACTOR TO REFERENCE THE FOLLOWING !ST UNDERGROUND COAX IN 18' \ LANDMARK DRAWINGS PRIOR TO (ONA C-5 HOPE PIPE (SEE NOTE 7&10) BID/CONSTUCTION: PROPOSED COAX ATTACHMENT INSIDE TANK: 341-C1 4 PROPOSED VERIZON \ ' I ANTENNA ` 341-C2 ♦ e WIRELESS UNDERGROUND \\ \ I I MOUNTING - COAX ATTACHMENT IN ACCESS TUBE: S15-62 C-5 COAX 18•HOPE.PIPE \\ \ PLAN - fJ� \ \ <-COAX ENTRANCE THRU FOUNDATION: S4-136 (SEE NOTE 7&9) *` \\\` / / 1 NEW ACCESS ROAD \\ \ C-2 (BY OTHERS TOP PLATFORM COAX PORT: S15-A3 NEW FENCE ) ROOF RAIL DESIGN: 322-A2 ' (BY OTHERS) \\\\ O / / _ DRAWN BY: ALH TRENCHING LOCATION \\\ \ \\\\\\ I I I I M / PROPOSED 12'WIDE 7 REVIEWED BY: BBR AND DEPTH SHALL \\ \ \\\\ \ I / •• c~ ACCESS EASEMENT& e ALLOW FOR FUTURE \\; \ ��- j GRAVEL DRIVEWAY A-3 \(\ - CHECKED BY: PPB ACCESS TO DUCT BANK +�a \._ // ` + \� - - JOB NUMBER:. 50003935 e3 PROPOSED AT&T \ate + •.' _ POWER &TELCO �� '•'�.�' `' PROJECT NUMBER: 5002103E C-5 UNDERGROUND ROUTE 'd -"' ••1•�• :'�: PROPOSED AT&T ' •�- UNDERGROUND COAX g ROUTE C-5 - SITE ADDRESS PROPOSED (SEE NOTE 7&8) PULL BOX - AS REQUIRED PROPOSED COAX PULL BOX `- 345 OLD STAGE ROAD AS REQUIRED (SEE NDTE 7) - CENTERVILLE, MA 02632 PROPOSED 800 S.F. F AT&T FENCED ., SHEET TITLE COMPe - - AT&T ND WITH 1 A_2 WIDE ACCESS CATE SITE PLAN SITE E PLAN � SHEET NUMBER SCALE 1•=20'-0' FOR 24X36• 1'=40'-0• FOR 11X17' 0' 20' NOTES: N FUTURE MOD6.5'EL TALL amt FUTURE 10.3' TALL TOWN UHF WHIP ANTENNA 1. NORTH ARROW IS APPROXIMATE & SHOULD BE TOWN UHF WHIP AN RFS MODEL 1151 - VERIFIED IN FIELD. RFS MODEL 1109 (BY OTHERS) '� (BY OTHERS) (SEE NOTE 4) 1`+^• , Mobility 2. SOME EXISTING AND PROPOSED INFORMATION (SEE NOTE 4 NOT SHOWN FOR CLARITY. - „„m,.�"r WLJ 9 < 3. FINAL TOWN ANTENNA MOUNTING DESIGN, PROPOSED AT&T o v o LOCATION & HEIGHT TORE VERIFIED. - RAIL MOUNTED 1 2 w y r 1. 2 PROPOSED VERIZON ANTENNA e - k` N '4. TOWN WHIP ANTENNAS TO HAVE 10' OF C-3 C-3 WIRELESS ANTENNAS OyP,_9) -3 VERTICAL SEPARATION FROM THE TOP OF ( '-12) C.L. PROPOSED ANTENNA AT&T ANTENNAS TO THE BOTTOM'OF THE ------------ T- G�Op - a - WHIP. ELEV. = 169'-6 t A.G.L. e3 Z y PROPOSED SPRINT NEXTEL �• T _ PANEL ANTENNA MOUNTED 5. MAINTAIN ALL OSHA REQUIRED CLIMBING __EDGE OF TANK 3 • e "\ �sT T TO TANK SUPPORT WALL CLEARANCES INSIDE ACCESS TUBE. LOCATE ELEV. 163'-0"t A.G.L. (TYP-12) COAX TO MINIMIZE SWEEPS TO REQUIRED COAX RAILING " �� PORTS AT THE TOP OF THE TANK. RAILING A,Sprltl,t • • ee 6. CONTRACTOR TO SUPPLY ALL STAINLESS STEEL t .1 ' � ray i _ _ _ • C-4 C-4 COAX MOUNTING HARDWARE FOR ATTACHMENT i Together wlth'_NEXTEfr�^�; � • ••�� •••••..• TO Z-BRACKETS AND ACCESS TUBE CONDUIT BRACKETS. VERIFY ROUTING WITH WATER „ DEPARTMENT. - - - _ • PROPOSED AT&T& cEOAiZOaourE INSIDE CENTERVILLE ACCESS TUBE WATER TANK I (SEE NOTE 5&6). PROPOSED SPRINT NEXTEL •♦ COAX ROUTE INSIDE TANK •♦♦♦ ATTACHED TO Z-BRACKETS ♦♦♦ _ (TYP.-15) (SEE NOTE 6) ♦♦♦ I ACCESS TUBE - CONSTRUCTION DRAWINGS m ♦♦ 2 wA C-2 Q rn c�a - �w� - •♦�• LO ERETENK - TANK B 07 10 FOR COMMENT 29 UPPER STEEL 0 08/04/10 FOR SUBMITTAL . PROPOSED VERIZON � x z 9Y b � PEDESTAL WALL ,- I - • ! ! RAIL MOUNTED ANTENNA > �• ! A 07 Oi 10 . FOR COMMENT - - (TYP.-12) PROPOSED COAX - • - ROUTEANTENNAS 1 2 MOUNTED TO RAILING • - - , (CUT AWAY FOR C-3 - - - - Dewberry- VENTC-3 C-3 CLARITY) ('IYP.-36) � . - - PROPOSED - • SPRINT NEXTEL 1 3 ANTENNAS Dew dkind,Inc. • - (TYP.-12) C-4 C-4 STREET ,r PHONE: AT&T SECTOR B • _ - , FAX:sn. 270' AZIMUTH ACCESS COAX PORT _ - PROPOSED SPRINT,AT&T& _ TYP. 2 a .. ACCESS.TUBE HATCH ( ) VE .. - VERIZON COAX ROUTE INSIDE N S w E BELO C T TANK ATTACHED TO(BELOW) O O -t 100 R M _ U Z-BRACKETS 36 CIVii. C/! �•,• ACCESS - - - (SEE NOTE 6) Ri0 33066 I O HATCH • A �@ S � PROPOSED RAILING ONAI • - SI. G\ VERTICAL coAx , ROUTE INSIDE • - < " ACCESS TUBE • {,✓// •• - I ' SEE NOTE 5&6 RAILING - • - - KICKER SUPPORT LOWER •• SF�J�� ♦ I „ •• \'L} J+�� _ ♦• - i._, .. CONCRETENK • �•,� ,O,p .♦ SpR/ ?. PEDESTAL WALL _ DRAWN BY: ALH i FUTURE WHIP ♦ • - /?pSF� REVIEWED BY: BBR ♦ ANTENNA BY TOWN PROPOSED AT&T •♦♦ (TYP.-2) RAIL ANTENNA MOUNTED ♦ .CHECKED BY- PPB .�SE�J� '.♦♦ 1 2 ♦O♦ - JOB NUMBER: - - 50,03.36 • •�. - PROJECT NUMBER: 50021036 ♦ •O ••'•♦••.� ••• •.•• soZ�s^ ^ ` - _ SITE ADDRESS G m 345 OLD STAGE ROAD PROPOSED CENTERVILLE, MA 02632 - UNDERGROUND COAX - ROUTE IN NEW e 5 UNDERGROUND - DUCT BANK TO C-5 C-5 - EQUIPMENT SHELTERS SHEET TITLE ANTENNA MOUNTING PLAN 1 cRouNo�EvgL ANTENNA PLAN & SCALE:1/6•=,'-O• FOR „X,r - .. ;_-_-- --. - ---- ELEV. = o•-o" A.G.I.. TANK SECTION 1/4•=1'-0• FOR 24X36- 01 2 4 8. .•SHEET NUMBER TANK SECTION 0. B. 16' 24' FOUNDATION SCALE:3/64•=1'-0• FOR 11X17• I / 3/32•=1'-0• FOR 24X36• C L NOTES: at&t - 1. NORTH ARROW IS APPROXIMATE & SHOULD BE ,,,,n,. VERIFIED IN FIELD. MOUNTING NOTES: Mobility 2. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 1. ALL STEEL TO BE GALVANIZED. 3. FINAL TOWN ANTENNA MOUNTING DESIGN, - LOCATION & HEIGHT BY OTHERS. - - 2.-HANDRAIL MOUNTING BRACKET ` /vw;M0 wire'e. ' WILL NEED MODIFICATIONIONFOR 4. TOWN WHIP ANTENNAS TO HAVE 10' OF CONNECTION TO STEEL TUBE. VERTICAL SEPARATION FROM THE TOP OF COORDINATE ALTERNATE HARDWARE AT&T ANTENNAS TO THE BOTTOM OF THE AND BACKING PLATE WITH WHIP. - _ - - VALMOUNT. Ir[ r+ J i3 t y.✓i tr`\ 'i 5. WEATHER SEAL COAX PORT AFTER COAX IS 3. SEE LANDMARK DRAWING 322-A2 INSTALLED. FOR RAILING DETAIL VERIFY t. AS-BUILT CONDITION PRIOR TO 6. RAILING KICKERS SHOWN FOR REFERENCE - CONSTRUCTION OR ORDERING ANY -� h I FIELD INACTUAL ALLATIONA OFNS WILL VARY RAIL. FIELD LOCATED ON ANTENNAMATERIALSCOAX MOUNTING Together wl h ANTENNAS BASED ON AZIMUTHS AND MAINTAIN SEPARATION BETWEEN CARRIERS. PROPOSED PANEL 4. ALLOW SUFFICIENT SPACE BETWEEN ANTENNA(TYP.-21) TOP OF TANK AND BOTTOM OF 7. PAINT DEPARTMENT. PROVIDE ENNA AS REQUIRED COL R SAMPLES FOR - CONNECTION.R JUMPER CENTERVILLE APPROVAL AS REQUIRED. 0 FUTURE TOWN WHIP PROPOSED PANEL - WATER TANK ANTENNA _ ANTENNA _ - (TYP.-2) (TYP.-21) (BY OTHERS) PROPOSED _ (SEE NOTE 4) 0 2-3/8"OX7'-O*GALVANIZED FIB03 NSTRUCTION DRAWINGS MOUNTING PIPE ANTENNAS - + r 08/04/10 FOR SUBMITTAL PROPOSED - 07/29/10 FOR COMMENT VFR170N 2-3/6'0X7'-O' A 07 01 10 FOR COMMENT ANTENNAS GALVANIZED - - MOUNTING PIPE 3/6'GALVAZINED HANDRAIL MOUNTING •SQUARE U-BOLT Dewberry ' ✓ HANDRAIL MOUNTING BRACKET P.N. B1899VALM VS� BRACKET SEE NOTE 2) PROPOSED• (SEE NOTE P.N. 81899 ( S (SEE NOTE z) 2x1xo.125 HSS Dewberry o kind,Inc. VERIZO (SPACER) 4, ANTENNAS 2X2X0.125 HSS 2X2XO.125 HSS � (TOP RAIL) (TOP RAIL) 1-5/8'COAX �. "•..,,� 2X2X0.125 HSS (NUMBER VARIES) �� PROPOSED PHONE:61 . (SPACER)5 HSS -j (TOP RAIL) FAX:817.695. If ' lJ PROPOSED UNISTR 5%e'x0�5/e ° t�( CIVIL, .>HANDRAIL MOUNTING GALVANIZED STRUT BRACKEr (SPAC R) HSS , NO 33966 BRACKET P.N. 87899 (SPACER) AT 4'-0'O.C. MAX A (SEE NOTE 2) PROPOSED COAX ROUTE ON AHATCH - - - BRACKET P.N. B1899 0O/��(s - TANK ROOF TO ANTENNAS (CUT AWAY FOR CLARITY) - COAX PORT \ PROPOSED -� o S�ONA (TYP.-36) _ (TYP.-2) \ 2X2XO.125 HSS (SEE NOTE 2) (SEE NOTE 5) (SPACER) 0 2X1XO.J25 HSS _ 125 HSS (MIDDLE RAIL) (MIDDLE o jt•�./ . ACCESS _ V HATCH (MIDDLE RAIL) o 2X1X0.125 HSS A' (MIDDLE RAIL) - - PROPOSED DRAWN BY: ALH 2X2XO.125 HSS PL4X3/16- (SPACER) - o (KICK PLATE) REVIEWED BY: BBR VENT j PL4X3/16- ° CHECKED BY: PPB f f (KICK PLATE) _ AT&T .. �' - /�f - —1/2.0 GALVANIZED STAINLESS STEEL JOB NUMBER: 50003936 ANTENNAS GALVANIZED I eb SEE NOTE 4 THREADED ROD BUTTERFLY CLIPS PIPE MOUNT ' (TYP.-2) BOLTED - \ I TO KICK PLATE - (KICK PLATE) PROJECT NUMBER: 50021036 PROPOSED AT&T 1/2.0 GALVANIZED ( RAIL MOUNTED - THREADED ROD -- --------- _ AN�1'IA (TYP•-2) BOLTED SffE ADDRESS (TYP.-9) - TO KICK PLATE TOP OF TANK TOP OF TANK IpMETRIC AT&T RAILING KICKER ® 345 OLD STAGE ROAD ANTENNAS 5' O.C. SECTION SECTION CEN TERVILLE, MA 02632 (SEE NOTE 6) PROPOSED VERIZON VER17ON 2 RAIL MOUNTED ANTENNAS ANTENNA C-2 MP.-12) - SHEET TITLE •RAILING MOUNT ISOMETRIC MOUNTING DETAILS-0 RAILING MOUNT ISOMETRIC SCALE:1/4'=1' FOR 11'x17' 1 SCALE:NOT TO SCALE - & DETAILS 1/2-=1' FOR 22-x34- 0' 1' 2' SHEET NUMBER 4' 6' C - 3 PROPOSED at&t 2-3/8"0 GALVANIZED ,. MOUNTING PIPE ;- Mobility PROPOSED 4E� "X4".GALVANIZED U-BOLT ANTENNA MOUNT 0-4 OFLECT PN 152124 OR �., (TP.-2/ANTENNA) AL '`"•.,,, LOWER TANKPLSXSX7/4 CONCRETE ® •.�`"`\,`' PEDESTAL WALL 4'�O. ��u 3' �YT•`. V ti 3Frs h' \ems �'"'�•- \ "`'^•.,,.^•--..•� O C. - WASHER. ASSEMBLY 8. �! x a �� .� •�'?�° � �'�a R. , rt ® "^•..."`..--..,.� .• 0' 0 3/4-X2X1/a =Together with%NEXTEL �'� rn 1/2"0 HILn was-E CENTERVILLE THREADED ROD I - PLBX8X1/4 W/6" EMBEDMENT _ WATER TANK o W/HILT HY 150 ® - ADHESIVE ANCHOR o - • (TYP.-4,PER.MOUNT) 5/8"0 HOLE CONSTRUCTION DRAWINGS ' .PLAN VIEW O A 0 08/04/10 FOR SUBMITTAL B 07/29/10 FOR COMMENT 0 1/2-0 HILn HAS-E _ PL8X8X1/4 A 07 01 10 FOR COMMENT THREADED ROD W/6" EMBEDMENT 0'-0 3/4" W/HILT HY 150 ADHESIVE PROPOSED PANEL - ANCHOR - - - Dewberry ANTENNA (TYP.-4 PER MOUNT) 0'-1" (TYP.-4/SECTOR) PROPOSED I TS2X2X1/4 - '�..,,,•� lOEN JUMPER trLOAOAI/4 - O DBWbef If>d,Inc. ENTRY PORT��`' 2 I - 1/2"X4" GALVANIZED U-BOLT ,i eET \\� MICROFLECT PN 152124 OR - ` PROPOSED "-�_ C-4 IUR I - PHONE:61 .EQUAL (NUMBER VARIES) -`•�� PL8X8X1/4JUMPER •-2) Q= FAX:617.695. f� g, No 339" (�> HOLE 'U.c IST SPRINT SECTOR ISOMETRIC___0 SIDE VIEW PL5XSX1/4 F`��lOtu SCALE: N.T.S. . DRAWN BY: ALH . REVIEWED BY: BBR JUMPER ENTRY PORT I • CHECKED BY: ::pp:. 1 COUPLING NUT Y0 THREADED PVC TUBE - - - (� 2) (SCHEDULE BO) JOB NUMBER: 50003936 (CUT LENGTH AS NEEDED) PROJECT NUMBER: 50021036 O O ISOMETRIC VIEW SITE ADDRESS NOTE' 345 OLD STAGE ROAD WA 1.'' THERE ARE - SEALANT RETAINING E TO BE 2 MOUNTING 1. WEATHERPROOF ALL PORT INSTALLATIONS. WASHER (TYP.-2) NOTES: - BRACKETS PER ANTENNA CENTERVILLE, MA 02632 2. FIELD LOCATE ENTRY PORT BASED ON ANTENNA/JUMPER LOCATION. ANTENNA MOUNTING_BRACKET J Z 1 SHEET TITLE N.T.S. 3. COORDINATE ALL CORING LOCATIONS WITH LANDMARK - - - AND WATER DEPARTMENT PRIOR TO CONSTRUCTION. PEDESTAL MOUNTING DETAILS JUMPER ENTRY PORT SHEET NUMBER SCALE: N.T.S. 2 - C - 4 1 SAW CUT & VARIES MATCH TO EXISTINGRADES REPAIR TRENCH .THROUGH PAVEMENT �� EXISTING GRADE OR FlNISH TO PROPOSED GRADES e (SEE PLAN) y PROPOSED SHELTER Mobil!ty I i I—III • I I EXISTING 18 HOLE MICROFLECT PORT WATER TANK (FRAME IN AS REQUIRED) a WARNING TAPE r` ZO Z W U it EXISTI NG a _ G TA I CLEAN COMPACTED PROPOSED CO WARNIN in NDUITS COAX RUN PE o z BACKFl Ll w z f 4" MIN. RI COMPACTED BACKFlLL ENFORCE ....................................................................... c �n FOUNDATION 1 (EXCAVATED MATERIAL `r+'&7!1 .'"4 .!.- r,"` A b 1 .2,• X. AT PIPE MAY BE USED FOR ,qkv , Sk`., A-3 �•r.Q:i. {':a ri?a.'... �� 41 - �a1;,•- SAW CUT & ENTRANCE e ° ':.e... BACKFlL ROCKS � ' '� .. " T" �•-x e�'+ "' REPAIR TRENCH :::`d::. ANY LARGE CfL1iL) I + _ THROUGH PAVEMENT -- -- PRIOR) ` ,*• ), �.a { hSpr� I, t ` � IF NECESSARY d. vi r e}eX;ix. c'-- t �'�1 . "y - "� ti CONDUIT 40 PVC COAX P+I •� (TYP ) ' Toge her with NEX�TEL ;� , d ENCASE WITH 3000PS1 1WIRI SCH E ERAOR CI CULTROL 2 - °. I I LEAN CONCRETE WIRING & GENERATOR CIRCUIT \ \\ \\ WIRING (TYP.-3) z•m SCH ao PVC \ \ --,�, ° CENTERVILLE ` ELECTRIC CONDUIT - \��\\��\\/ WATER TANK NOTES: 6"f 9.3 .9,.+ 6"f -. 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED 7WATERMAN MATERIAL MAY BE USED FOR BACKFILL 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL EXCAVATED CONSTRUCTION DRAWINGS2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL COMPACT IN 8• LIFTS. MATERIAL MAY BE USED FOR BACKFlLL IF NOT, PROVIDE CLEAN, REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY _ COMPACTIBLE MATERIAL COMPACT IN 8" LIFTS.'REMOVE ANY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. A RADIUS TURN LARGE ROCKS PRIOR TO BACKFILLING. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL EXIST PER COAX 2. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES 0 08/04/10 FOR SUBMITTAL HAND DIG U/G TRENCHING. FOUNDATION PROVIDE MANUFACTURER PRIOR TO DIGGING. IF CURRENT AS-BUILT DRAWINGS ARE NOT COUPLE RECOMMENDATIONS B 07/29/10 FOR COMMENT GENERATOR SERVICE TRENCH CONDUIT AVAILABLE CONTRACTOR SHALL HAND DIG U/G TRENCHING. A o7 0l 10 FOR COMMENT SCALE: N.T.S. - 3. FIELD VERIFY EXISTING CONDUIT DEPTH PRIOR TO TRENCHING. AT&T BURIED COAX CHASE DETAIL SCALE: N.T.S. 2 COAX TRENCH A-A Dewberry® SCALE: N.T.S. 2'=Q't EXISTING GRADE Dewberry-Goodkind,Inc. sTRrtr I MATCH EXIS_TING - _ - . PHONE: MATERIAL& GRADE - J FAX:617.69. :a r SLOPE TRENCH m] NdlLp.,, n WARNING TAPE WALL AS NEEDED PER •�.I ii OSHA OR LOCAL REQUIREMENTS LI�� Vs ' TRENCH fllo 33966 -O Q• nd COMPACT FILL 3-O" SURFACDCISTINC "lJ (j�s'T n - (90%) OR AS PER U7IUTY PROPOSED s��N COMPANY REQUIREMENTS EXISTING COAX RUN - - - - WATER TANK (UP TO 18 LINES) - { I I I EXTERNAL END CAP - DRILLED FOR COAX AND - _ WEATHER SEALED 5 ML YELLOW I fi• DEEP WARNING PLATE UNEXCAVATED CONCRETE PAD n MATCH EXISTING (CAST-IN-PLACE)SURFACE COMPACTED BACKFlLL DRAWN BY: ALH f an 47,' EXCAVATED MATERIAL MAY BE + '� T USED FOR BACKFlLL.-;(REMOVE '' B - ANY LARGE ROCKS PRIOR) REVIEWED BY: BBR Yr 4" CLEAN SAND SUITABLE QOO0000 - - CHECKED BY: PPB 4.0 SCH 40 TELECOM CONDUIT FOR CONDUIT BEDDING _ OOOO (SEE NOTE 4) - OppO (W/2001b MINIMUM PULL WIRE) " .�.. JOB NUMBER: 50003936 4*0 SCH 40 PVC SAND NOTES* L 12" MIN. ELECTRIC CONDUIT PROJECT NUMBER: 50021036 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED 3" - COAX RUN SITE ADDRESS MATERIAL MAY BE USED FOR BACKFILL (UP TO 1B LINES) PROPOSED 2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL COMPACT IN 8"LIFTS. 90' SWEEP ELL _ WWF REMOVE ANY LARGE ROCKS PRIOR TO BACKFlLUNG. CONTRACTOR TO VERIFY (TYP.) 18" HOPE CORRUGATED PIPE LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 6X6%2.9 RATED FOR AASHTO HS-25 345 OLD STAGE ROAD 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL LOADING WITH 12" MIN. COVER CENTERVILLE, MA 02632 - HAND DIG U/G TRENCHING. . - NOTES: 4. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. B -ALL PIPE SECTIONS, 1. MAINTAIN REQUIRED COAX BEND RADIUS. EXISTING V EXISTING 25" WIDE X 21.5" TALL BENDS, AND ENDS ARE TO BE 2. DO NOT REUSE ORGANIC OR DELETERIOUS SHEET TITLE JOINT SERVICE TRENCH BURIED CONDUIT FOUNDATION BOX OUT iN CONCRETE FOUNDATION CONNECTED WITH 18' MATERIALS OR LARGE ROCKS FOR BACK FILL SPLIT BAND COUPLERS AND (ELECTRIC/TELEPHONE) GASKETS (TYP•) 3. CONTACT DIG SAFE PRIOR TO TRENCHING. TRENCHING SCALE: N.T.S. 3 DETAILS SPRINTNERIZON a. COMPACT IN 6` LIFTS. BURIED COAX CHASE DETAIL COAX CHASE SECTION B-B SHEET NUMBER SCALE: N.T.S. 4 - SCALE: N.T.S. C - 5 GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSVEIA/TIA-222, AND COMPLY �� WITH AT&T MOBILITY SPECIFICATIONS. 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES _ INCLUDING ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS-, AND ACI 318 -BUILDING CODE REQUIREMENTS 2, CONTRACTOR SHALL CONTACT "DIG SAFE 1888 DIG SAFE" (888-344-7233) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START FOR REINFORCED CONCRETE". Mobility. OF CONSTRUCTION. _ 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER PRIOR TO PLACING CONCRETE. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 %AIR ENTRAINED (+/- 1.5R) WITH A MAXIMUM 4' SLUMP AND HAVE A MINIMUM 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. Wrele` 'wi Zg 't CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. I - \ / v 4. THE FOLLOWING MATERIALS SHALL BE USED: �✓/ (�� 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. PORTLAND CEMENT: ASTM C-150, TYPE 1 OR 2 REINFORCEMENT:ASTM A-185, PLAIN STEEL WELDED WIRE FABRIC _ - 6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. - REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED NORMAL WEIGHT AGGREGATE: ASTM C-33 ;� 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE WATER: DRINKABLE ,- \ „' �;;• CONTRACTOR. - ADMIXTURES: NON-CHLORIDE CONTAINING �ro *' •�'��"�' m S"fiiT 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): I LS.p ri�l'llt�`'%,,• FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. A CONCRETE CAST AGAINST EARTH: 3' B.ALL OTHER CONCRETE-2' 9 CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING -. ' Together with NEXTEL?.y, .� rah _ 6. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFTTTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE UNLESS NOTED OTHERWISE. OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S 7_ INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. REPRESENTATIVE PRIOR TO PROCEEDING. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS CENTERVILLE 11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE,AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. WATER TANK 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS S. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI 301. TO THE SATISFACTION OF THE AT&T MOBILITY CONSTRUCTION MANAGER. 9. DO NOT WELD OR TACK WELD REINFORCING STEEL 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. " 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL NOTIFY ENGINEER, AT&T MOBILITY, 10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED CONSTRUCTION DRAWINGS -- CONSTRUCTION MANAGER, AND LANDLORD IMMEDIATELY. - ITEMS AND FORMED DETAILS SHALL BE IN PUCE BEFORE START OF CONCRETE PLACEMENT. 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS 11, REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. PROJECT. 12. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 0 08/04/10 FOR SUBMITTAL 16. ALL ROOF WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED ROOFING CONTRACTOR IN COORDINATION WITH ANY CONTRACTOR 13. DO NOT ALLOW REINFORCEMENT, CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR WARRANTING THE ROOF TO ENSURE THAT THE WARRANTY IS MAINTAINED. FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. B 07/29/10 FOR COMMENT ` 17. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. - - - 14. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN A 07 01 10 FOR COMMENT - 18. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM OCCUPANTS OF THE FACILITY. WEATHER FOR 7 DAYS, MINIMUM. - 19. CONTRACTOR SHALL FURNISH AT&T MOBILITY WITH THREE AS-BUILT SETS OF DRAWINGS UPON COMPLETION OF WORK. 15. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL TROWEL Dewberry 20. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY AT&T MOBILITY. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH 18. UNLESS OTHERWISE NOTED: AT&T MOBILITY PROJECT MANAGER TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED BY AT&T MOBILITY WIRELESS. ALL ITEMS NOT A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTMI - PROVIDED BY AT&T MOBILITY SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY f A615, GRADE 60. - DeWber - OOdkIT1d,Inc. AT&T MOBILITY. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. S EEr 21. CONTRACTOR SHALL PROVIDE A 40 PINT DEHUMIDIFIER (GENERAL ELECTRIC OR WHITE WESTINGHOUSE) AND BASE TO BE INSTALLED IN THE� � �rc^ H�� EQUIPMENT SHELTER. THE BASE SHALL BE CONSTRUCTED OF 3/8'THICK (MIN.) PLYWOOD AND PAINTED TO MATCH THE SHELTER INTERIOR. 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN INTHE CONTRACT DRAWINGS OR AS ACCEPTED BY THE CONTRACTOR SHALL INSTALL A DRAINAGE TUBE FROM THE DEHUMIDIFIER THROUGH A WALL PENETRATION IN THE SHELTER WALL ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE E: r CONTRACTOR SHALL SEAL THE WALL PENETRATION WITH SILICONE SEALANT AND ENSURE THAT IT IS WATERTIGHT. THE EXACT SIZE OF THE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 17. 1% BASE SHALL BE COORDINATED WITH DEHUMIDIFIER SPECIFICATIONS AND LOCATION OF DRAIN HOLE. N 18. REINFORCING BAR DEVELOPMENT LENGTHS,AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT Itp 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WITH AT&T MOBILITY PROJECT MANAGER TO DETERMINE IF ANY PERMITS WILL LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BE OBTAINED BY AT&T MOBILITY. ALL REQUIRED PERMITS NOT OBTAINED BY AT&T MOBILITY MUST BE OBTAINED, AND PAID FOR, BY THE BAR SPACING, COVER AND THE LIKE. " - CONTRACTOR. 47 CIVIL Cl) 23. CONTRACTOR SHALL START UP HVAC UNITS AND SYNCHRONIZE THE THERMOSTATS. 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED NO 33966 CONCRETE STRUCTURES- (ACI 315). ,p 24. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH AT&T MOBILITY SPECIFICATIONS AND REQUIREMENTS. 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE GIST 25. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. CONTRACT DRAWINGS. 'S/0 A 26. UNLESS OTHERWISE NOTED AT&T MOBILITY SHALL PROVIDE ALL REQUIRED RF MATERIAL FOR CONTRACTOR TO INSTALL, INCLUDING ANTENNAS," _ 21• LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION TMA'S, BIAS-TS, COMBINERS, PDU, DC BLOCKS, SURGE ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXIAL CABLE - JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS 27. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO,BE PROVIDED BY AT&T MOBILITY FOR INSTALLATION BY 22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF ¢j•�- Id CONTRACTOR. _ EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 8'. 28. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO AT&T MOBILITY 23. BAR SUPPORTS SHALL BE ALL-GALVINIZED METAL WITH PLASTIC TIPS. - SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. - 29. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 24 TIE WIRIE SRHALL BE 16 GAUGE CONFORMING TOCEMENT SHALL.BE SECURELY TIED IASTTMI A82CE T0 PREVENT DISPLACEMENT BYCONSTRUCTION TRAFFIC OR CONCRETE: DRAWN BY: ALH ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK - UNDER THE CONTRACT. 25. SLAB ON GROUND REVIEWED BY: BBR 30. EQUIPMENT SHELTER SHALL HAVE ONE (1) EXTERIOR MOTION DETECTOR OPERATED 100-WATT LIGHT WITH DOWNWARD REFLECTOR SHIELD.` A COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6'GRAVEL BENEATH SLAB. - 31. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY B. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. CHECKED BY: - PPB BEFORE; SEALING ANY FLOOR,WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE, BACKFILLING UTILITY TRENCHES AND STRUCTURAL POST OR MOUNTING CONNECTIONS, FOR ENGINEERING REVIEW AND INSPECTION. _32. INCANDESCENT BULBS SHALL NOT BE USED ON THE SITE - JOB NUMBER: 50003936 - PROJECTNUMBER: 50021036 GENERAL FOUNDATION NOTES: SITE ADDRESS (APPLICABLE FOR EQUIPMENT SHELTER ONLY) - 1. THOROUGHLY COMPACT BOTTOM OF EXCAVATIONS PRIOR TO PLACING RIGID INSULATION BARRIER. 8ACKFILL AND COMPACTION' - PROCEDURES SHALL BE DONE PER INDUSTRY STANDARDS. 345 OLD STAGE ROAD 2. ALL REINFORCING STEEL SHALL BE ASTM A615 - GRADE 60. SECURE REINFORCING IN PLACE TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. CENTERVILLE, MA 02632 3. PROVIDE A CLEAR COVER OF 2" FOR ALL REINFORCING STEEL THIS REQUIREMENT SHALL BE CONSIDERED ACTUAL AND SHOULD NOT - BE ADJUSTED IN THE FIELD. - - 4. VERIFY DETAILS AND DIMENSIONS WITH SHELTER DRAWINGS. NOTIFY AT&T MOBILITY OF ANY DISCREPANCIES. SHEET TITLE 5. ALL WORK SHALL COMPLY WITH THE LOCAL AND THE MAINE STATE BUILDING CODES. + 6. INSULATION BARRIER PROVIDED IS FOR FROST PROTECTION IN LIEU OF STANDARD FOUNDATIONS WITH BEARING AT CODE REQUIRED - AT&T GENERAL NOTES FROST DEPTH. , 7. SHELTER MUST BE ANCHORED TO ITS FOUNDATION. ANCHOR IN ACCORDANCE WITH SHELTER MANUFACTURER SPECIFICATIONS. SHEET NUMBER A_ 1 • Q � \\\ < I ❑ �`. .' Mobility EXISTING M / I AT&T UTILITY ` METER - \; EXISTING \ TELCO PULL BOX v / ,/ x \N. \ \ / / / � � :. Together,wlth.NEXTEL;+, .� 1-�:;3`_ AW CENTERVILLE WATER TANK \�\ PROPOSED AT&T - - \\ \ \/ / ANTENNAS (TYP.-a> CONSTRUCTION DRAWINGS \ / / _ a - Y\ - °a \\ N.�� A \ \ 0 08/04/10 FOR SUBMITTAL B 07/29/10 FOR COMMENT ROPOSED SPRINT NEXTEL AND VERIZON - I EDGE OF UPPER A 07 01 10 FOR COMMENT COAX TRENCHING ® . STEEL TANK ` (✓\ (`, \ \ - .EDGE OF CONCRETE Dewberry PEDESTAL EDGE OF FUTUREN. - \ \ \.\ PAVEMENT \\\\ I \\ \\\ - I EDGE OF FUTURE \ \ FENCE DewbeT -G odkind,Inc. \ N. \ 280 EET \ \ \ \\ \\\ C PROPOSED 12' WIDE e7 , PHONE: EXISTING ACCESS EASEMENT& \ \ \\ \, DUCT BANKS / GRAVEL DRIVEWAY FAX:617.695. \ \ \ \\\ \\ FUTURE DUCT BANK / (SEE NOTE 1) \ \\ \ N. (\ WITH (6) 6" PVC j - -. -d ® --€ \ \ \\ \\\ CONDUITS (BY OTHERS) - - tJ CI+VIL Cry PROPOSED AT&T A N0 3386w I i UNDERGROUND COAX j ROUTE G1ST POWER �UNDERGROUND,PROPOSED ROUTE \ \ *� \\ \ \ \\\ - PROPOSED 50KW PROPOSED �*`# •., "/~ - _ - \\ \ NATURAL PULL BOX AS \ \ GENERATOR DRAWN BY: _. ALH REQUIRED (TYP.) \ PRO \ GPSPOSED A-4 .. - . \ \ A 3 A-5 REVIEWED BY: BBR ' \ \ •'� PROPOSED 1 CHECKED BY: PPS ] \\ \\ N, , COAX SNB UP 3 - \\ INSIDE SHELTER A-3 JOB NUMBER: 50003936 PROPOSED 2'-0 `I _ PROPOSED WIDE RELOCATED PROJECT NUMBER: 50021036 _ �- • ACCESS GATE \\ �� ARBORVrrAE LEGEND Ar9 f \ IN SITE ADDRESS N \ ^ �-� u! �r n �� - ------ •LOCUS PROPERTY LINE - CIL J o NEW ROAD 345 OLD STAGE ROAD PROPOSED 800 S.F.AT&T FENCED ❑ EDGE OF PAVEMENT CENTERVILLE, MA 02632 ' COMPOUND WITH 12' A-3 WIDE ACCESS GATE 5 � TREE LINEPROPOSED SHEET TITLE 2 PROPOSED GRAVEL YARD A-3 PROPOSED 11'-5'X 20'-0- 1 A-3 CONCRETE STOOP AT&T EQUIPMENT SHELTER A-3 ROPOSED SITE PLAN AT&T DETAILED SITE PLAN P q 500 GALLON ABOVE SCALE:1'=20'.FOR tYz1T _ NOTE GROUND PROPANE TANK �-0• t'=10' FOR 22'z34' -0 S' A-3 ON A CONCRETE PAD 1. FIELD LOCATE FINAL ACCESS ROAD AND SHEET NUMBER 10'-0'NO .0' 10' 20' SHELTER LOCATION WITH WATER DEPARTMENT - SPARK ZONE PRIOR TO CONSTRUCTION. A- 2 20'-0' VERIFY COAX SHELTER WALL PORT LOCATION ; amt 3 MANUFACTURERHPRIORELTER - SHELTER SHELTER � - A_3 0 TO CONSTRUCTION 4'-0"x4'x0" 3000 PSI \ Mobility 0'-8' CONCRETE STOOP EXTERIOR INTERIOR �A -{ 1/4"/FT SLOPE SHELTER FLOOR _ x ' (BROOM FINISH) 7"* �vW,ZW Wre/e `�` 3/4"CHAMFER (6) 6" DIAMETER ON EDGES r/ 4'-0" PVC CONDUIT 1'_10" - • m CAST CONCRETE FINISH GRADE 3, - {/3 0 12" EACH WAY AGAINST PIPE c. a •.• .a ar m \t� 2 LAYERS OF 4 • SJ11, o # e• CONCRETE PLACE P+u C I 5. X 2'-B" MIN. in '.� , s,, 1 2 (TYP) 1 I. I I... I OR PRE CAST) 's4,;?: ` . 't,r •y 'x �.. i } axTogetheP with NIXTEL, a A-3 CRUSHED STONE .,;; +•.,ey..+. - r.• 6z6—W2.OxW2. 1/2" NEOPRENE FILLER ' WIRE MESH GENERATOR PROPANE TANK •_e. - NOTE, I A I B It ICKNESS) A B t (THICKNESS 3/4•CHAMFER AROUND 11' 4' 6•_ 10' 3' 6• CENTERVILLE ENTIRE FOUNDATION - 1 PRIOR TO CONERIFY DOOR STRUCTION.OCATION WITH SHELTER MANUFACTURER WATER TANK . - • • PERIMETER • CONCRETE STOOP SECTION �G� #3 ,yA" • SCALE: N.T.S. - 4• (TYP.) CONCRETE PAD CONSTRUCTION DRAWINGS PLAN W/ 3/4. 2 FINISHED CHAMFER R P OPOSED 4" CONCRETE STOOP e FINISHED ANCHOR SHELTER IN GRADE A-3 #5012 O.C.T&B EW ACCORDANCE WITH SHELTER Dff RAWINGS ....... .. :.... 3 •"•' � - `••• ' 0 08/04/10 FOR SUBMITTAL V-0• 3/a• CHAMFER AROUND 6. B 07/29/10 FOR COMMENT - • -_____, fj ENTIRE FOUNDATION A 07 01 10 - FOR COMMENT I - - W COMPACTED CRUSHED I I I�—I1 STONE OR GRAVEL CONCRETE PAD I I. PROPOSED GRADE II=III "I STURBED OR I I (SEE NOTE 2 BELOW) - III= COMPACTED FILL Dewberry NOTES- 6" COMPACTED GRAVEL J I I—I I—I I—III—III—I I—I I—III 1. USE GALVANIZED HILT! EXPANSION ANCHORS OR,APPROVED EQUAL, FOR 11=1 11=1 I Ed I I I I—III—III= EQUIPMENT ANCHORAGE. Dew G A kind,Inc. �. 11=III=III=III-III III-III-11 B _ 2. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENTS, SEE 6•COMPACTED GRAVEL _ PREPARED SUBGRADE - EQUIPMENT VENDOR DRAWINGS. PREPARED SUBGRADE SECTION - _ - ,. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR MATERIAL 3. IF BEDROCK IS ENCOUNTERED O A SHALLOW DEPTH USE DETAIL 5, THIS =V FAX 6E�696 .OR COMPACTED GRAVEL FILL 95%COMPACTION. SHEET. O MOTES, 4. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR MATERIAL OR 1. CONTRACTOR TO VERIFY FINAL SHELTER DIMENSIONS PRIOR TO CONSTRUCTION OF FOUNDATION. 2. MAINTAIN 3" MIN. COVER ON ALL STEEL REINFORCEMENT. COMPACTED GRAVEL FILL 95R COMPACTION. - O _.p 3. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL NO 5. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL NO DELETERIOUS CIVIL 2. GRADE SHALL SLOPE AWAY FROM THE CONCRETE PAD TO ALLOW FOR PROPER WATER RUN OFF. DELETERIOUS MATERIALS OR ORGANICS TO BE USED. MATERIALS OR ORGANICS TO BE USED. No 33666 3. ANCHOR SHELTER TO FOUNDATION PER SHELTER MANUFACTURER RECOMMENDATIONS. A Q OUTDOOR PAD FOR a. IF BEDROCK IS ENCOUNTERED 0 A SHALLOW DEPTH USE DETAIL 5, THIS SHEET. - - FOUNDATION .MINOR EQUIPMENT 4 'F�stpNG\ ` 5. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR MATERIAL OR COMPACTED GRAVEL WALL&SLAB DETAIL FILL 95R COMPACTION. - 3 - SCALE N.T.S. . SCALE 3/4"=1'-0• _ _ 6. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL NO DELETERIOUS MATERIALS OR ORGANICS HEAVY PRESSED - 0' 1' 2' 3- TO BE USED. STEEL BARBED _ •WIRE OUT 8• `� CONCRETE PAD FOUNDATION RIGGER ARM SCALE: 3/B"=1'-O" 1 - VARIES GATE OPENING 12'-0• 3 STRANDS OF 4-POINT - - 0. 2 4' 6' 12` (10'-0" MAX) " (VERIFY WITH SITE PLAN) BARBED WIRE _ x—x—•—'1-1/4-=—'TE x x /8• DIAM.TRUSS ROD WITH '—• x-x •, x x x DRAWN BY: ALH jL FRAME TURNBUCKLE AT GATE ONLY FINISHED GRADE + - __ - __ REVIEWED BY: BBR ad •—•— CHECKED BY: - PPB MIRAFl STABILIZATION FABRIC PLACED 6"CRUSHED STONE _ - _ ON COMPACTED SUB GRADE A OR GRAVEL • _ Y HEAVY-DUN V. 1-1/4•TOP RAIL (GEOTEXTILE 150 MIL THICKNESS) - 2•x2• - 9 GA LOCKABLE, BLEV2-1/2- GATE POST JOB NUMBER: 50003936 - FENCE.FABRIC GATE LATC UNDISTURBED OR o 0 GAP BETWEEN -2-1/2-- CORNER POST COMPACTED FILLI 2• INTERMEDIATE POST FINISH GRADE AND . PROJECT NUMBER: 50021036 io _ FENCE FABRIC - GRAVEL YARD SECTION 5/8• DIAM. SITE ADDRESS SCALE: N.T.S. 5 1/2" CROWN FOR LATCH ROD #7 GA. TENSION 3/16" x 3/4"STRETCHER DRAINAGE WIRE, CONTINUOUS BAR AT CORNER AND GATE - POSTS GRADE 12'-0" 3 STONE-OVER z t' GAP BETWEEN LEDGE W 345 OLD STAGE ROAD GRAVEL LINED - GEOTEXTILE 2 FINISH GRADE CENTERVILLE, MA 02632 }r AND BOTTOM OF COMPACTED SWALE - FABRIC, io .GATE - - GRAVE L G 1/4*/FT,TYP. BRAIDED COPPER. GROUNDSTRAP - .- 2 P ;✓<.,ti•.+��+t�`"_LG•tn."Y•'�•.`-"« DOTING IN SLOPE 10" DIAM. CONCRETE _ L SHEET TITLE .. ... ,. E GRUD GS • INTERMEDIATE PIOSTSR AT&T; (SE 0 N IN P LE (SEEFNOTE E)NOTES: �� • UC ECS) LTERNA VARIES E tOMPACTED 12• DtAM. CONCRETE 6• DIAM. BY 18" DEEP 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF CONSTRUCTION DETAILS FOOTING IN SOIL FOR GATE CONC. FOOTING WITH AND CORNER POSTS LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWE 1-i/4" PIPE SLEEVE,SUBGRA E -�BAC FALL BORROW 1. GRADE AND INSTALL RIP RAP AS SHOWN ON PLAN. _ 6• L THAN 3'-6", CORE DRILL AN 8" DIA HOLE 18• INTO THE LEDG CENTER POST IN THE HOLE AND FILL WITH CONCRETE OR SHEET NUMBER GROUT, IF LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED 2. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR SECTION OF POST WITH COAL TAR, AND BACKFILL WITH MATERIAL OR COMPACTED GRAVEL FILL 95X - • FENCE AND ACCESS GATE 6 WELL-DRAINING GRAVEL. ROAD CROSS SECTION WITH SWALES COMPACTION. SCALE: N.T•S. SCALE: N.T.S. 3. SUBGRADE & FILL SHALL CONSIST OF CLEAN SOIL NO 2. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON-UFT-OFF TYPE, A— 3 DELETERIOUS MATERIALS OR ORGANICS TO BE USED. MALLEABLE IRON OR FORGING, PIN-TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL - NOTES, ANTENNA I. THE ELEVATION AND LOCATION OF THE GPS ANTENNA ANTENNA ANTENNA SHALL BE IN ACCORDANCE WITH �� MOUNTING PIPE MOUNTING PIPE THE FINAL RF REPORT. BTS SIDE ANT 1900 , 2. THE GPS ANTENNA MOUNT IS DESIGNED TO •��r�% FASTEN TO A STANDARD 1-1/4" DIAMETER, Mobility 1H i: SCHEDULE 40 GALVANIZED STEEL OR STAINLES ,,• ANTENNA STEEL PIPE. THE PIPE MUST NOT B THREADED •AT THE ANTENNA MOUNT END THE PIPE SHALL ` BE CUT TO THE REQUIRED LENGTH (MINIMUM Lj AM B50 OF SS USING HAND OR ROTARY PIPE CUTTER ` / ;zumu �I _ 4 3/4'0 TO ASSURE A SMOOTH AND PERPENDICULAR `✓/ CUT. A HACK SAW SHAL NOT BE USED THE JUMPER TO ANTENNA CUT PIPE END SHALL BE DEBURRED AND JUMPER TO NOTES: SMOOTH IN ORDER TO SEAL AGAINST THE ANTENNA - - - - NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNTING TO A POLE OR BEAM MOUNT. 4 . '4 I .� 1-,,4i zl ASSEMBLE THE POLE MOUNTING HARDWARE ON THE TMA AND 5. ROUTE A JUMPER CABLE FROM THE 850 MHz 3. THE MOUNTING PLATE SHALL BE FABRICATED AS -*C' s ,r y' try<. ■ fixm r I INSTALL THE DESIRED LOCATION AS SHOWN IN DETAIL 1, ANTENNA TO THE TMA PORT MARKED 'ANT 850 SHOWN USING 3/8"THICK GALVANIZED STEEL. TMA/DIPLEXER TMA/DIPLE%ER THIS SHEET. - ROUTE A SECOND JUMPER CABLE FROM THE 1900 AND ATTACHED TO THE APPROPRIATE SUPPORT �I�/' .+I MHz ANTENNA TO THE TMA PORT MARKED "ANT 1900". STRUCTURE USING U-BOLTS. THE SUPPORT 1. INSERT THE 3/8-16 UNC x 7' LG.(MB X 180MM) HEX ROUTE A THIRD JUMPER CABLE FROM THE TMA PORT - PIPE SHALL THEN BE ATTACHED TO THE GROUND BOLTS WITH THE WASHERS THROUGH THE HOLES IN MOUNTING PLATE USING THE OVERSIZED ',l" ;.TO ekher wlth�NEXTEL. ' MARKED 'BTS'TO THE TOWER FEEDER. BE SURE TO .e •f; __g .. _ > '. SCREW GROUND WIRE TO THE TMA BRACKETS. BOLTS AND WASHERS MAY BE PROVIDE ADEQUATE CURVE OR LOOP TO RELIEVE U-BOLTS PROVIDED TO ALLOW FOR Ate-..• -.:..x,=�.-,°�-kd >• aw'«• ..xta.. ANTENNA GROUND PRE-INSTALLED ON SOME VERSIONS OF THE ETB UNDUE STRAIN ON CONNECTIONS AT EITHER END. ADJUSTMENT. IT IS CRITICAL THAT THE BASE OF BAR SERIES TMA. THE GPS IS MOUNTED SUCH THAT IT IS WITHIN GROUND WIRE - 9 DEGREES OF THE VERTICAL HD THE S TO ANTENNA 6. TIGHTEN RF CONNECTIONS TO 18-FT-LBS (25Nm) GROUND BAR JUMPER TO MAIN 2. ORIENT THE TMA IN THE SELECTED LOCATION WITH THE OF THE GPS IS WITHIN 2 DEGREES OF THE METAL STRAP - BTS PORT POINTING DOWN, OR AS REQUIRED. ALIGN TORQUE. -AHTENHn LE1�L, CENTERVILLE (CONTRACTOR #6 AWG COAX LINE THE V-GRIPS OF THE TMA BRACKETS WITH THE POLE 7• WEATHERSEAL THE CABLE CONNECTIONS PER STANDARD HALL PROVIDE) OR THE TOWER MEMBER. - PRACTICES IF REQUIRED BY LOCAL CONDITIONS. EXOTHERMICALLY WELDED 4. MOUNTING PLATE MAY BE SUBSTITUTED WITH WATER TANK V PROVIDED MATERIALS, IF ANY. CAN BE APPLIED CONNECTION (TYP.) 1841) UNIVERSAL MOUNTING KIT BASF JUMPER TO 3. ATTACH THE REAR BRACKETS TO THE HEX BOLTS AND ACCORDING TO THE INSTRUCTIONS ON THE PACKAGE 81841) OR APPROVED EQUAL GPS BASE MUST JUMPER TO EQUAL) OR APPROVED MAIN COAX LINE INSTALL FLAT WASHER, SPLIT LOCK WASHER,AND THE � � BE MOUNTED AS DESCRIBED IN NOTE 3 ABOVE ANTENNA EQUAL - WHILE MAINTAINING ALIGNMENT BETWEEN TMA.BRACKET LY B. APPLY CABLE TIES OR STRAPS (NOT SUPPLIED TO s AND REAR BRACKET. SECURE THE CABLES TO THE TOWER STRUCTURE. CONSTRUCTION DRAWINGS 4. ATTACH A GROUND CABLE TO THE TMA USING THE 9• CONTRACTOR TO VERIFY MOUNTING HARDWARE'SIZE.- - OUNT ^ PRE-INSTALLED HEX BOLT AND WASHERS. ROUTE THE TO EUIPMENT .. GROUND CABLE TO THE GROUND BAR ON THE TOWER 10. CONTRACTOR TO CONSULT PLUMBING DIAGRAM PRIOR I SHELTER STRUCTURE AND ATTACH SECURELY WITH SUITABLE TO INSTALLATION. 1 1/4"m, AS REQUIRED SCHEDULE 0 OS 04 10 FOR SUBMITTAL FASTENER. / / 40, PIPE B 07/29/10 FOR COMMENT -BOLTS 2- A 07 01 10 FOR COMMENT NOTES, MOUNTING TO A WALL 0 0 j Dewberry THE TMA CAN BE MOUNTED TO SUITABLE FLAT SURFACE. 3. MOUNT THE TMA TO THE WALL USING FOUR 5/16' OR _L 8MM BOLTS (NOT SUPPLIED) THROUGH THE HOLES IN _ fl2 AWG LTTCW 1. THE REAR BRACKETS AND HARDWARE ARE NOT USED. THE TMA BRACKETS. 17 8" 2. IF PRE-INSTALLED. 3/8-16 UNC x 6 1/4'LG (M8 X 4. CONNECT RF AND GROUND CABLES, WEATHERSEAL AND Dewber -GO kind,Inc. 160 MM) HEX BOLTS MUST BE REMOVED PRIOR TO SECURE WITH STRAPS AS OUTLINED ABOVE. EET WALL-MOUNTING. UNDO THE TWO CAP SCREWS TO GROUNDING DETACH THE TMA BRACKET AND RETRACT THE BOLTS. 5. CONTRACTOR TO VERIFY MOUNTING HARDWARE SIZE KIT P��N RE-INSTALL THE TMA BRACKETS AND TIGHTEN THE CAP ' PHONE: SCREWS SECURELY. ANTENNA----- ANTENNA ROUND BAR C, FAX:617.69. MOUNTING PIPE MOUNTING PIPE 1/2"0 COAX TO GABLE M MOUNATTACHTING POST. CT> TMA MOUNTING o a OU NG DETAIL ®2 AWG BTCW Vp • bpIES: SCALE: N.T.S 2 sa CIML ✓s 1. TMA IS WEATHERPROOFED ENCLOSURE RATED TO IP65. - - No 33966 TMA BE PAINTED.A LABEL "DO NOT TO GROUND BAR AT CABLE U ' 2 PROVIDED WTTFiTTWA AND SHALL BE MOUMEDGON UNIT WHERnE IT * - PORT WHEN GPS IS MOUNTED C4C�• G/ST CLEARLY VISIBLE. ., TO ICE BRIDGE R AT IQ A>L , TO GROUND BAR AT TOWER 3. IF POSSIBLE' TMAC BASE WHEN GPS IS MOUNTED LOADING ON STRU STRUCTURE.BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND _ - GPS ANTENNA 3 ON TOWER. SCALE: N.T.S. 4. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER •y/V APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS. ' 5. BOND TMA GROUND STUD TO GROUND BAR WITH NO. 6 AWG GROUND WIRE -AND 2-HOLE GROUND LUG. ANTENNA AND COAXIAL CABLE BILL OF MATERIALS 6. BACKPLATE AND POLE CLAMPS FOR MOUNTING TO 2 3 8- DIA. ANTENNA COAX CABLE AZIMUTH RAD COAXIAL CABLE MECHANICAL - DRAWN BY: ALH / SECTOR STATUS. - COLOR CODE ANTENNA (TRUE NORTH) 'CENTER LENGTH COAXAL DOWNTILt TMA/DIPLIXER MOUNTING PIPE PROVIDED WITH TMA -� FEED LOC 7. TMA SHALL BE MOUNTED VERTICALLY. - KATHREIN (2) 1 5/8' 2 POWERWAVE REVIEWED BY: BBR A PROPOSED IR & IIR 80010722 BOTTOM 3' 169'-6" 2 ® 275' COMMSCOPE - CM1007-DBPXBC-03 ` 8. JUMPER CABLES SHALL BE SUPPORTED WITHIN 1 TO 2 FEET OF - CONNECTORS. CHECKED BY: PPB ILA PROPOSED IIIR & FVR 001072 BOTTOM 3'. 169'-6" 2 ® 275' (2) 1 5/8' 0. POWERW.11 80010722 COMMSCOPE TT19-OSBP741-001 TOWER MOUNTED KATHREJOB NUMBER: __ s0003936 AMPLIFIER/DIPLEXER MOUNTING IIA PROPOSED VR & VIR 00107IN BOTTOM 3' 169'-6' 2 O 275' (2) 1 5/8" u POWERWAVE 80010722 COMMSCOPE TT19-08BP111-001 SCALE: N.T.S. - - KATHREIN PROJECT NUMBER: 50021036 80010722 IB PROPOSED IB-& IIB BOTTOM 150' 169'-6" 2 ® 275'. (O 1 5/8' 0. (2) POWERWAVE COMMSCOPE CM7007-DBPXBC- C-03 SITE ADDRESS IIB PROPOSED IIIB & NB KATHREIN BOTTOM 15V 169' "• 2 0 275' (2) 1 5/8" O. POWERWAVE NOTES. 80010722 -6 COMMSCOPE TT19-08BP111-001 KATHREIN 1. COLOR CODING SHALL BE PLACED ON BOTH IIIB 8000100107222 PROPOSED VB & VIB BOTTOM 150' �169'-6- 2 ® 275 (2) 1 5/8- O. - POWERWAVE 345 OLD STAGE ROAD COAXIAL CABLE ENDS OF ALL MAINLINE COAXIAL CABLES AND COMMSCOPE TT19-08BP111-001 (MAINLINE OR JUMPER) ALL JUMPER CABLES NEAR THE CONNECTORS. CENTERVILLE, MA 02632 COLOR CODING SHALL ALSO BE PLACED ON KATHREIN ' '80010722 BOTTOM 270' 169-6 2 ® 275' ( 1 5/8' 0. (2) POWERWAVE OLORED BAND EACH MAINLINE COAX ON THE EXTERIOR OF IG PROPOSED IG & IIG COMMSCOPE CM1007-DBPXBC- C-03 CABLE CONNECTOR THE SHELTER NEAR THE CABLE PORT. (SEE)NOTES 1-4) 2. COLORED TAPE SHALL BE MINIMUM 3/4- WIDE. IIG PROPOSED IIIG & NG 001072 BOTTOM 270' 169'-6" 2 ® 275' (2) 1 5/B" 0' POWERWAVE SHEET TITLE 80010722 COMMSCOPE Ti19-08BP711-001 3. THE SPACING BETWEEN THE COLORED BANDS KATHREIN (2) 1 5/8" POWERWAVE SHALL NOT BE LESS THAN THE THICKNESS IIIG PROPOSED VG & VIG g0010722 BOTTOM 270' 169'-6' 2 0 275' COMMSCOPE ° TT19-08SP111-001 AT&T ANTENNA B.O.M. OF THE COLORED TAPE. 4. COLOR AND QUANTITY ANTENNA 'DETAILS FI Of COLORED BANDS TOTAL _ _ 9 4,950' - - 12 SHALL BE AS SPECIFIED IN THE RF SCHEDULE. pUAN. SHEET NUMBER CABLE COLOR CODING DETAIL ANTENNA AND COAXIAL CABLE 113 " n A- 4 SCALE: N.T.S. 4 SCALE: N.T.S. J PROPOSED OUTDOOR �� - DIESEL FUELED GENERATOR WITH SUB BASE TANK.(SEE ELECTRICAL """""°` . - & TELEPHONE NOTE 9 BELOW) Mobility - OUTLINE OF SHELTER SURGE ARRESTOR 1-PHASE-JOSLYN EXISTING EXISTING 2 6, 1 10 G, 1"C 125-BSM TRANSIENT W/60 AMP FUSIBLE METE MAIN DISCONNECT (PER MANF. REC.) DISCONNECT SWITCH (BY AT&T MOBILITY) NEXTEL METER EXISTING VERIZON WIRELESS , 200 AMP FUSED MAIN DISCONNECT METER SWITCH WITH 200 AMP FUSES AUTOMATIC TRANSFER SWITCH, 200A 1-PHASE (BY AT&T MOBILITY) 3 WIRE (SUPPLY BY AT&T MOBILITY OR - \✓/ CONTRACTOR. CONTRACTOR SHALL CONFIRM WITH 3# 3/0. 1#6 G 2"0 CONDUIT--,,, AT&T MOBILITY) M SUPPLY AND INSTALL BY CONTRACTO ELECTRW/OOICAL AMP PANEL MA1N BREAKER,E 20�2 ENCLOSURE ® ,r, SINGLE PHASE 3 WIRE (BY AT&T MOBILITY) �N`F+„«+t o t\'4 i5 12"X12"X6"WEATHERPROOF PULL BOX (SUPPLY AND INSTALL BY LB (TYP.) (SUPPLY AND INSTALL BY "Is CONTRACTOR) { r) rr M M CONTRACTOR) CONTRACTOR) TELCO ENTRANCE 4" PENETRATION- ,:iv O O WITH PVC SLEEVE (BY AT&T MOBILITY) .�T0gether�wlthsNEXTEL 4"0 FIGS,CONDUIT - SUPPLY AND INSTALL BY CONTRACTOR 4"0 FIGS EXISTING TELL - - NSTALLEDCBY CONTRACTOR DONDUIT SUPPLIED DATTACHED 0 CENTERVILLE EXISTING PUII BOX TO THE SHELTER WITH GLV. STEEL PIPE STRAPS AT&T METER ELECTRIC SERVICE GROUND (VERIFY LocAnoN WATER TANK OF TIE IN WITH CONDUCTOR IN 3/4"0. PVC (3) 3/0. LOCAL UTILITY) SUPPLY AND INSTALL 1#6 G, 2"C 2#12,1#12G IN 3/4" 3/4" PVC ALARM By CONTRACTOR PVC (CONTROL WIRING) CONDUIT n 11 - I1 I 11 I I . H 11 II I I 3 EXOTHERMICALLY WELD I I i i u n i i.�:`_ _ _ - n I u ---------------------- I�-III-III-_ 3 A_7 TO GROUND ROD �i II-III-I.� _ ri 4�` ii 11 ----------------------- - _�^= Fi li �,. %' CONSTRUCTION DRAWINGS r� „ ------;/ r II == ----------------------------- -------- r� -------------------------------------- _ A-5 4"DW ' BEND (HEAVYWALL) 13 ��`+_ i' 1 1 tiZIN (3) 3/Q, 1g6G 11 90' BEND SUPPLY AND ii -- ii____4 ----------------------- ------------ -___1l_-./ 11. 4"PVC 11 INSTALL Br CONTRACTOR (TYP.) fi �` __zr___ a F _______________________ ______________________ii # 0 08/04/10 FOR SUBMITTAL Yi ,_ ------------------------- - B 07 29 10 FOR COMMENT `- --------------------_ J L-_------_ ' = - -----f-------------------------------------- - ---_---------------------------Z--- Y-y #---- --- --------- r O 4-0 SCH 40 PVC CONDUIT 'rY 2#10,1#10G IN 3/4" PVC A 07 O1 10 FOR COMMENT t . - _ ___ ________ ___------------------------ ---W/ 3/8_NYLON PULL ROPE ii (GENERATOR CIRCUITS) (3) 3/0, 1#6G --' IN 2" PVC-- ----- - -- ---------- � Dewberry® (1) 4"0 SCH 40 PVC CONDUIT 4"CIA. CONDUIT (HEAVYWALL) 90' BEND _ + W/ 3/8" NYLON PULL ROPE SUPPLY AND INSTALL BY CONTRACTOR (TYP.) Dewber - kind,Inc. ET ELECTRICAL AND TELEPHONE CONTACTS ELECTRICAL RISER DIAGRAM &SERVICE ENTRANCES POWER COMPANY. NSTAR TELEPHONE COMPANY: VERIZON PHONE: PHONE NUMBER: (800) 592-2000 - PHONE NUMBER: (BOO) 870-9999 OCR FAX:617695 SCALE: N.T.S. GENERAL ELECTRICAL NOTES CIVIL "� 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES, O.S.HA, NEC, 20. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR 43 No .3�9B6 AT&T MOBILITY SPECIFICATIONS,AND THE SPECIFICATIONS DETAILED IN THESE PLANS. FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT 2. .SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. ELECTRICAL AND TELEPHONE GENERAL NOTES: THIS CONTRACT. 21. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND,THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VW X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION,TESTS,AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE STEEL TENDONS. 1. FOLLOWING COMPLETION OF WORK, PROVIDE OWNER WITH AS-BUILT ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE DRAWINGS SHOWING TELEPHONE AND ELECTRIC LOCATIONS. PROJECT MANAGER USTING ALL MALFUNCTIONS, FAULTY EQUIPMENT,AND DISCREPANCIES. 22. PENETRATIONS IN FIRE RATED WALLS SHALL BE SEALED IN ACCORDANCE WITH ALL APPLICABLE CODES. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE CONTRACTOR SHALL ENSURE THAT ACCESS TO 2. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, NEC 2008. EQUIPMENT IS MAINTAINED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND ALL APPLICABLE CODES. 23. ALL MATERIALS $HALL BE U.L LISTED. 24. CONDUIT: 3. COORDINATE WITH UTILITY AND LOCAL ELECTRICAL INSPECTOR FOR FINAL POWER S. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX,J-BOX,SWITCH BOX, o. RIGID CONDUIT SHALL BE U.L LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALLBE USED WHEN INSTALLED IN - CONNECTION. ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON 4. UTILITY WILL SUPPLY METER. COORDINATE WITH UTILITY FOR METER TYPE AND 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUl:TION TOOLS, BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. INTERCONNECTION. _ TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM, ENERGIZED THROUGHOUT AND O INDICATED ON b. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR OR RUNS. S. ALL.EXISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO DRAWN BY: AL1i DRAWINGS,AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. e. *JAKE"E "SQUEEZE" CONDOR SHALL HAVE U.LFLEXIBLE LISTED LABEL AND MAY UI USED WHERE PERMITTED BY CODE. FITTINGS SHALL CONSTRUCTION. CALL 1-888-DIG-SAFE PRIOR TO CONSTRUCTION. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST BE'JADE"OR "SQUEEZE'TYPE,.SEAL TIGHT FLEXIBLE CONDUIT.ALL CONDOR SHALL HAVE FULL SIZE GROUND WIRE. - GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE 0. CONCUR RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONCUR SHALL RUN B. SEAL ALL SERVICE ENTRANCES INTO SHELTER FOLLOWING INSTALLATION. REVIEWED BY: BBIR PARALLEL OR AT RIGHT ANGLES TO CEILING, BOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONCUR WITH - LISTED AND APPROVED UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL " WHERE SUBJECT TO SUCH ENGINEER PRIOR TO INSTALLING. _ 7. SEE PAGE E02 FOR GENERAL GROUNDING NOTES.APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION.N. MATERIALS SWILL BE � - CHECKED BY: PIPS MANUFACTURED IN ACCORDANCE WITH APPUCABLE STANDARDS ESTABLISHED BY ANSI, NEMA, IEEE,AND NFPA. 25. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. S. COORDINATE WITH LOCAL TELEPHONE COMPANY FOR ALL ROUTING AND DESIGN. B. ALL CONDUIT INSTALLED MAY BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 26. CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE WITH LANDLORD AND LOCAL UTILITY. - - JOB NUMBER: 50003936 _ 9. CONTRACTOR TO VERIFY CONTROL WIRING SIZE WITH GENERATOR MANUFACTURER 9. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER.ANY 27. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY NEC AND ALL APPLICABLE CODES. PRIOR TO CONSTRUCTION. - WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN PROJECT NUMBER: 50021036 NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR. 28. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. CONTRACTOR SHALL SUBMIT TO THE PROJECT RIGID STEEL - 10. ALL "CONDUIT ONLY"(C.O.) INSTALLATIONS SHALL HAVE A %'PULL WIRE OR ROPE MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING -INSTALLED WORK-. CONDUIT PLUG RIGID STEEL $ ADDRESS ' CONDUIT 11. CONTRACTOR SMALL PROVIDE AT&T MOBILITY PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL AS INSTALLED" 29. UPON COMPLETION OF WORK, CONDUCT CONTINUITY,AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL SUBMIT TEST COUPLING DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS,AND CIRCUITS. REPORTS TO PROJECT MANAGER.CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. '• CONCRETE 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB - PAD GRADE 345 OLD STAGE ROAD COMPLETION. 30. ALL EXPOSED GROUND-WIRES ROUTED ALONG THE SIDE OF EQUIPMENT SHELTERS OR ROUTED OVER CONCRETE FOUNDATIONS OR OTHER EXISTING STRUCTURES SHALL'.BE INSTALLED IN PROPERLY ANCHORED 3/4"0 (MIN.) PVC CONDUIT. 6" CENTERVILLE - 13. POWER WIRE AND CABLE CONDUCTORS SWILL BE COPPER(J12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON MA 02632 DRAWINGS. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. 31. CONTRACTOR SHALL NOT.DISTURB EXISTING GROUNDING SYSTEM. ANY DAMAGE SHALL BE REPAIRED.IMMEDIATELY AT NO �:°r�C"': +$.>`.:�•+:ic.." �: ' ADDITIONAL COST. 14. ALL CONDUCTORS LARGER THAN #10 AWG SHALL BE STRANDED COPPER WITH THWN 6OGV INSULATION, UNLESS NOTED OTHERWISE. 32. ALL ELEMENTS OF ICE BRIDGE AND AT&T MOBILITY UTILITY BACKBOARD MUST BE BONDED AND JUMPERED TO GROUNDED COMPONENTS OF THESE SYSTEMS. SHEET TITLE 15. ALL MATING SURFACES OF GROUND CONNECTIONS SHALL BE CLEANED SMOOTH AND COATED WITH ANTIOXIDANT PRIOR TO ATTACHMENT. 33. ALL INTERIOR CABLES AND WIRING SHALL BE NEATLY ROUTED IN OVERHEAD LADDER RACK AND FASTENED TO LADDER RACK WITH PLASTIC CABLE TIES. - AT&T ELECTRICAL 16. ALL GROUND CONNECTIONS BELOW GRADE MUST BE EXOTHERMICALLY WELDED (CAD WELD OR APPROVED EQUAL) - 34. ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF ORIGIN TO TERMINATION POINT(GROUND BAR. RIGID STEEL - 17. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE# 2 AWG SOLID TINNED BARE COPPER WIRE UNLESS NOTED OTHERWISE GROUND RING, ETC. CONDUIT RISER DIAGRAM - PVC SCHEDULE 40 18. ALL CIRCUIT BREAKERS. FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM 35. GROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION (EXCEPT HALO & BURIED GROUND RINGS). OTHER EXCEPTIONS NEED TO RIGID STEEL SIZE AS SHOWN SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED,AND A MINIMUM OF 10,000 A.I.C. COORDINATE SHORT CIRCUIT BE APPROVED BY AT&T MOBILITY CONSTRUCTION MANAGER PRIOR TO INSTALLATION, - TO PVC ADAPTOR ON LAYOUTS :SHEET NUMBER REQUIREMENTS WITH UTILITY COMPANY. UNDERGROUND CONDUIT STUB-UP DETAIL�� 36. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 8". - 19. CONTRACTOR SHALL PATCH, REPAIR,AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. ENTER OF THE PLATE. ALL DETAILS SHOWING _ 37. ALL CONNECTIONS TO GROUND PLATES SHALL BE CAD WELDED TO THE C SCALE: N.T.S. CONNECTIONS TO GROUND RODS ARE ALSO VALID FOR SIMILAR CONNECTIONS TO GROUND PLATES. ^ 1 GROUNDING GENERAL NOTES �� I 1. ALL DOWN CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE #2 AWG, �,�-.+.�t a t&t SOLID, BARE, TINNED COPPER, UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO 101 GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR TO LEDGE. MINIMUM BEND ._ Mobility O. i RADIUS SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION, UNLESS OTHERWISE NOTED. i2. GROUND RODS SHALL BE 5/8- DIAMETER COPPER CLAD, HARGER, T&B, ERICO, 4V ANTENNA SECTOR LE EQUIVALENT.ENCO. TOP OF ROD SHALL U A MINIMUM OF 18" BELOW GRADE. E �7��777 GROUND BAR i LEDGE IS ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER (TYP.-3) GROUND ROD EXCEPTED. CAD WELD TO I - I 3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, .BOLTED, COMPRESSION-TYPE, ANTENNA MOUNT CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. � •- �'€ -�•.c �.o (TYP. EACH MOUNT) HOME RUN GROUND ' 4 `�, 8 e ''i LsTzft�il LEAD FROM ANTENNA. / 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD (J2 SECT o% ORS CONDUCTOR AT 6"ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. . 19 COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND-RING. S�priJntiY , / 5. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXIT POINTS. 'e C K To et- e'r.4lthYNEXTEL GROUND COAX LINES. EXOTHERMICALLY WELD g2 DOWN CONDUCTOR TO PLATES, •"�,.g. GG / RUN DOWN TOWER, AND TIE INTO GROUNDING SYSTEM. 6. ALL GROUNDING WORK SHALL COMPLY WITH AT&T CONSTRUCTION CONTRACT ROUND COAX / STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSTEM MUST BE TESTED \\ AT THEBASE j AND SHALL HAVE A•RESISTANCE OF 5 OHMS OR LESS SUBMIT AN INDEPENDENT E- C OF THE TANK "FALL POTENTIAL"TESTING REPORT. - ER TANK \ \ I I I I I\\\\III 7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE INSTALLED IN 3/4".SCH 40 PVC CONDUIT TO 12" BELOW GRADE. ATTACH`PVC TIE INTO GROUND - - WITH GALVANIZED "C" CLAMPS. W, RING / 8. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILITIES. CONSTRUCTION DRAWINGS v, / 9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WITHOUT BENEFIT OF RESISTIVITY TESTING AND DOES NOT NECESSARILY REPRESENT A 0 08/04/10 FOR SUBMITTAL . \ �-• - - __�� ` , /` GROUNDING SYSTEM TO MEET ANY SPECIFIC GROUND RESISTANCE. B 07/29/10 FOR COMMENT 11. PRIOR TO POURING CONCRETE, ALL REEIAR LOCATED NEAR THE BOTTOM OF THE L A 07 O1 10 FOR COMMENT FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE, BY STEEL TIES OF OTHER EFFECTIVE MEANS APPROVED BY NEC 2008 AND STRUCTURAL ENGINEER, AND BONDED TO THE GROUND RING AS DETAILED IN _*�* - THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING CONCRETE AND Dewberry® GROUNDING LEGEND —'— '� MUST BE COORDINATED BY CONTRACTOR.) "� GROUND 12. IN ACCORDANCE WITH NEC 2008 REQUIREMENTS, ALL GROUNDING ELECTRODES GROUND BAR 3 GROUND ALL GATES 1'`,� �� 250.50 .ON SITE SHALL BE BONDED TOGETHER (REFERENCE 2008 NEC ARTICLE GPs RE Dewber 0 kind,Inc A-6 & FENCING ------- GROUND COPPER WIRE, SIZE AS NOTED —�- MECHANICAL GROUND CONNECTION PHONE:s FAX:817.695. I \ ® 5/8"X70' COPPER CLAD STEEL GROUND ROD IvIf I 4 I _� �� C UNIT_ 2 CO)® CIVIL -�- EXOTHERMIC (CADWELL) CONNECTION ! A-6 %i Q GROUND TO A-7 NO 33866 GROUND BAR GROUND RING ( '• AT CABLE PORT ON I --------- PROPOSED GROUND RING SHELTER INTERIOR \\11u/i rnP' 2) E GUIIDNTRY DE�18 HOLE Virg.FG/ST i CABLE e\ _ LOCATIONS ss/QN (VIEWED FROM INTERIOR) , HALO DROP CAD WELD WAVEGUIDE ENTRY PANEL DRAWN BY: ALH CADWELD TO EXTERIOR GROUND 1 o O• •o W/BOOT ASSEMBLES RING(TYP.-4) . ..�.. ..� REVIEWED BY: BBR 1`1DIES: v AWG BCW WELD (T,/P) �� 1. GROUND UTILITY METER PER N.E.C. P.) SEE NOTE o o - CHECKED BY: PPS (TY - 11 3 & 4 - - 2. CONTRACTOR TO VERIFY WITH AT&T MOBILITY C.M. FOR - FINAL GROUND METHOD. - - JOB NUMBER: 50003936 �2 AWG BCW I CABLE TO CABLE �2 AWG BCW 0 0 0 o o #2 AWG GREEN INSULATED --_ CADLEIT (�) PARTIAL SCHEMATIC GROUNDING PLAN GROUND JUMPER WIRE TO PROJECT NUMBER: 50021036 I PORT FROM GROUND EAR SCALE: N.T.S. � CONNECT WITH DOUBLE RING GROUND 82 AWG BCW (MIN 10" BELOW O'o '(O HOLE LUGS r SITE ADDRESS - NOTES, ROUGH GRADE) _ _ 1. THE#2 AWG, BCW, FROM THE RING GROUND SHALL BE _ N2 AWG BARE TINNED COPPER WIRE o o 0 COPPER GROUND BAR CADWELDED TO THE POST ABOVE GRADE. (ROUTED BELOW OR THROUGH SIDE OF - 345 OLD STAGE ROAD CONCRETE FORM TO GROUND RING) CONNECT TO GROUND BAR 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO TO GROUND RING Wrrrl 2 HOLE LUG CENTERVILLE, MA 02632 EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING. REINFORCING STEEL - #2 AWG BARE TINNED COPPER GROUND WIRE 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR TO GROUND RING (TYP.-2) FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. NOTE; SHEET TIRE 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE 1. CONTRACTOR SHALL INSTALL AS SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN SHOWN UNLESS GROUND BAR IS AT&T SCHEMATIC IN EITHER DIRECTION. PREINSTALLED BY SHELTER GROUNDING PLAN MANUFACTURER. & DETAILS. ERICO DIRECT BURIAL FENCE GROUNDING GROUND CLAMP CONCRE CABLE PORT GROUNDING ON INTERIOR SHEET NUMBER DETAIL Z CONCRETE PAD SCALE: N.T.S. 3 - (Ex16/EK17) OF SHELTER (INTERIOR VIEW) _ REBAR GROUNDING DETAIL SCALE: N.T.S. 4 A— 6 SCALE: N.T.S. �`J #2 INSULATED GREEN FINISHED GRADE - STANDARD TAP (CU) CADWELD CONNECTION TO INTERIOR HALO GROUND GROUND'ROD INSPECTION WELL. at&t R30z C .f FACE OF SHELTER HIRSTY F14 BOX WITH ADAPTERS Mobility �: AND EXTENSIONS AS REQUIRED AND GROUND CONDUCTOR OUTSIDE FACE OF iR m r D210 CONCRETE UD. COORDINATE #2 SOLID TINNED L p INSTALLATION WITH OWNER LABEL BARE COPPER SHELTER WALL i ox CADWELD "GROUND' OR "GROUND ROD". C-TAP L LE HVAC UNIT TEST LOOP 12" TOP OF GRADE T&B �54740 OUTSIDE SHIPMENT SHELTER 7 � BELOW GRADE MAX. SEAL OPENING WITH 7 / 5/8"Lex10'-0" LONG #1 AWG SOLID TINNED - — ✓ , wifeI `w 1 2"0 PVC SLEEVE DOUBLE HOLE LUG (MIN COPPER COPPER GROUND WIRE I III—II _ 'I 2 I II. I II iR_ SILICONE CAULK T 45'ANGLE CLAD GROUND ROD "' II�N - s I. II'•-I iv - - #2 AWG SOLID TINNED G G G G / GROUND WIRE TO FRAME NOTES; L OF HVAC UNIT IM. Mill INSIDE iv 1. CADWELD TO GROUND RING O ■ ��,T,ia a / )' v; 3/4"OPVC CONDUIT FASTEN TO AFTER GROUND ROD HAS t�. d SHELTER WALL,(TYP ALL GROUND BEEN DRIVEN INTO PLACE. COPPER CLAD STEEL m PENETRATION) GROUND ROD 5/8"0 h�10'-0" MAXIMUM FLOOR 2. FROST UNE TO BE VERIFIED. x 10'-0" LONG e..0 dtherr with #2 AWG BARE TINNED 2'-6"f 'GRADE - _ EXTERIORP ROUND RING �GROUND 3 GROUND ROD - GROUND BOX DETAIL - 4 CENTERVILLE ROD - SCALE: N.T.S. - SCALE: N.T.S. WATER TANK HVAC UNIT GROUND DEMARCATION WALL GROUND PENETRATION 0� 2 PANEL I SCALE: N.T.S. � SCALE: N.T.S. - - NEWTON INSTRUMENT COMPANY, LNG - BUTNER, N.C. OR APPROVED EQUAL CONSTRUCTION DRAWINGS R PART NO. DESCRIPnON 1/4"x4'x30" SOUD GND. BAR A STAR WASHER (TYPJ FLAT WASHER (TYP.) SAFETY METER SOCKET/MAIN DISCONNECT AT METER RACK ® A-6056 WALL MTG. OR BRKi. STAINLESS 1/2"x1 1/2" HEX BOLT (BY CONTRACTOR)AND INSTALL LONG y © 3061-4 INSULATORS O 08/04/10 FOR SUBMITTAL SHANK LOCK ON ARM TO PREVENT ® 3012-1 5 8"-11x1" H.H.C.S. STEEL HARDWARE NUT (�) OF TAMPERING. - © 4 3015-8 5 8 LOCKWASHER - B 07/29/10 FOR COMMENT TWO HOLE COPPER � �� A 07 01 10 FOR COMMENT GROUNDING COMPRESSION TERMINAL - #2 SOLID TINNED COPPER DOUBLE CRIMP-, CABLE GROUND BAR CONTINUOUS TO GROUND RING - CONNECTION EXPOSED BARE COPPER TO BE , INTERIOR Dewberry GROUND BAR GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO GRADE - - GROUND RING INSULATION ALLOWED WITHIN THE 0 VAT A COMPRESSION TERMINAL(IYP.) _ , ELEVATION SECTION 'A-A' I P 0 Dewberry-Goodkind Inc. NOTES: 'I-G A 0 py''"'� REET 0 1 1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMITTED i CONNECT TO GROUND RING _ 0 - 13" PHON V E:B1 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. - �. FAX:617.695. ® s COPPERCLAD STEEL GROUND 4" TYPICAL GROUND BAR Roo 5/8"0 x 10'-0' LONG 13" OTIIERMIC MECHANICAL CONNECTION DETAIL 5 WELD 11161i4�L ti SCALE: N.T.S. METER SOCKET GROUNDING 6 NO 33966 1/4"- UNC% 1/2' BOLT (C.U.) SCALE: N.T.S. EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHAII HAVE (, G/SY'E�� NUT& WASHERS 2- B DOUBLE BOLT GROUND LUG ORIGINAN IDENTIFICATION DEsn TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS FSS/aI �G\� TO TOWER MOUNTED AMPLIFIER UNITS TO TRANSMIT ANTENNA + SECTION "P" - SURGE PROTECTORS - (TMA)(WHEN'REQUIRED) -CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) 2 INSULATED GREEN RA AND RECEIVE ANTENNA E FRAMEWORK (IF AVAILABLE) (2 AWG) STRANDED TAP (C.U.) - - , TELCO GROUND BAR (2 AWG) - COMMERCIAL POWER COMMON NEUTRAL/GROUND.BOND (2 AWG). EQUIPMENT +21 POWER SUPPLY RETURN BAR (2 AWG) - TX/RX -48V POWER SUPPLY RETURN BAR,(2 AWG) _ RECTIFIER FRAMES. B' COAX SUPPRESSION DRAWN BY: ALH CONNECTION TO EQUIPMENT DETAIL ,z• TO 24" JUMPER REQUIRED WEATHERPROOFING KIT SECTION 'A" - SURGE ABSORBERS REVIEWED BY: BBR SCALE: N.T.S. 8 CABLE ONLY FOR 1 5/8"0 ANTENNA - COAX OR FOR INTERIOR GROUND RING (2 AWG) - • STANDARD - CHECKED BY: PPB EASE OF CONNECTION /- EXTERNAL EARTH GROUND FIELD BURIED GROUND RING 2 AWG E _ GROUND KIT ( - ) ( ) - _ (TYP.) (TYP.) METAWC COD WATER PIPE IF AVAILABLE) 2 AWG � - ANTENNA - (SEE NOTE) BUILDING STEEL (IF AVAILABLE) (2 AWG) .. - JOB NUMBER: 50003936 OUTLINE WEATHERPROOFING KIT CONNECTOR- SECTION '1' - ISOLATED GROUND ZONE TYPICAL WEATHERPROOFING (SEE NOTE 3) KIT (TYP) - ALL COMMUNICATIONS EQUIPMENT FRAMES. ' TENNA CABLE TO PROJECT NUMBER: 50021036 TYPE GAR-TC CABLE GROUND KIT BTS (TYP.) ISOLATED GROUND BAR - IGB (2 AWG) - CLAP - OR RETAIL NOTES: SITE ADDRESS CROWED TO MAST ( AWG STRANDED COPPER 6 AWG STRANDED Cu GROUND WIRE (GROUNDED TO - WIRE WITH GREEN, 60OV, GROUND BAR) (SEE NOTE 1 & 2) - THWN INSULATION 1. EXOTHERMICALLY WED 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE FRO61 TMA IGBE GROUND BAR PARALLEL EXOTHERMIC WED. NOTES: (WHEN REQUIRED) MOUNTED NEAR/BELOW 345 OLD STAGE ROAD ANTENNA 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH CENTERVILLE, MA 02632 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND - SECTION AND LABEL EACH SECTION ("P", "A", -I-)WITH 1" HIGH COAXIAL C COAXIAL ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. LETTERS. JUMPER JUMPER 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT #2 GREEN,AING Cu STRANDED ANDS WIREHWN GROUND BAR PLATE P. SHEET TITLE fq WITH TWO-HOLE LUG. INSULATION BONDED TO TOWER SCALE: N.T.S. 7 YO CIGBE C(YP.) TWO-PART NOTE' STEEL OR MONOPOLE 3 SUPPLIED WITH KIT. SHALLWEATHER PROOFING COLD SHRINK SHALL NOT E USED. S D. - AT&T ELEVATION 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND HOME RUN AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. GROUNDING DETAILS ANTENNA MOUNT TANK GROUND BAR CONNECTION OF CABLE GROUND GROUNDING DETAIL KIT TO ANTENNA CABLE DETAIL CONNECTION OF GROUND WIRE SHEET NUMBER SCALE: N.T.S. 9 SCALE: N.T.S. 10 TO GROUNDING BAR DETAIL SCALE: N.T.S. A- 7 GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND COMPLY WITH VERIZON WIRELESS SPECIFICATIONS. �� • 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES - - 2. CONTRACTOR SHALL CONTACT "DIG SAFE" (888-344-7233) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. INCLUDING: ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. •�,,,,� Mobility -. 2. 'MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER PRIOR TO PLACING CONCRETE. 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR>. WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 X AIR ENTRAINED (+/- 1.5%) WITH A MAXIMUM 4" SLUMP AND HAVE A MINIMUM 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 28-DAY-COMPRESSIVE STRENGTH OF 4&0 PSI UNLESS OTHERWISE NOTED. 4. THE FOLLOWING MATERIALS SHALL BE USED: ` "/VW;M Mrele 6: DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. � PORTLAND CEMENT: ASTM C-150, TYPE 1 OR 2 - - REINFORCEMENT; ASTM A-185, PLAIN STEEL WELDED WIRE FABRIC 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REINFORCEMENT BARS: ASTM A615, GRADE 60. DEFORMED NORMAL WEIGHT AGGREGATE: ASTMD CC 33 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: WATER: , LATERAL BRACING, ANCHOR BOLTS, ETC. ADMIXTURES; NON-CHLORIDE CONTAINING P 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED): ` v1Wa �1•' a+�� a. CONCRETE CAS AGAINST EARTH; 3' 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER b'. ALL OTHER CONCRETE: 2" PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR ,.�,t"'`. Fn�?i"- TO PROCEEDING. �sl 6. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, _ 't „�rTogetheisWith NDCTEL `�� >I UNLESS NOTED OTHERWISE. '•''c}7. 11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE,AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. - 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE 7• INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRFTTEN RECOMMENDED PROCEDURE. - SATISFACTION OF THE VERIZON WIRELESS CONSTRUCTION MANAGER. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REPAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. - CONCRETE. - _ CENTERVILLE 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL NOTIFY ENGINEER,VERIZON WIRELESS PROJECT 8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI301. - WATER TANK CONSTRUCTION MANAGER, AND LANDLORD IMMEDIATELY. - - - - 9. DO NOT WELD OR TACK WELD REINFORCING STEEL 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL. ELECTRICAL CONDUITS, PIPE.SLEEVES, GROUNDS AND ALL OTHER EMBEDDED 16. ALL ROOF WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED ROOFING CONTRACTOR IN COORDINATION WITH ANY CONTRACTOR WARRANTING THE ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.- CONSTRUCTION DRAWINGS ROOF TO ENSURE THAT THE WARRANTY IS MAINTAINED. 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 12. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. - - 18. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER DO NOT ALLOW CONCRETE 10 FOR SUBMITTAL OCCUPANTS OF THE FACILITY. •13. EE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 3 - 0 OB 04/ / DAYS AFTER PLACEMENT. B 07/29/10 TOR COMMENT - 19. CONTRACTOR SHALL FURNISH VERIZON WIRELESS WITH THREE AS-BUILT SETS OF DRAWINGS UPON COMPLETION OF WORK. 14. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN 20. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY VERIZONWIRELESS. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM A 07 O1 10 FOR COMMENT ES ON WEATHER FOR 7 DAYS,-MINIMUM. - WIRELESS PROJECT MANAGER TO DETERMINE WHAT, IF ANY,, ITEMS WILL BE PROVIDED BY VERIZON WIRELESS. ALL ITEMS NOT PROVIDED BY VERIZON WIRELESS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY VERIZON WIRELESS 15. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. .PADS SHALL BE SEALED BY STEEL TROWEL - 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WITH VERIZON WIRELESS PROJECT MANAGER TO DETERMINE IF ANY PERMITS WILL BE 16. UNLESS OTHERWISE NOTED: Dewberry®OBTAINED BY VERIZON WIRELESS. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THE - CONTRACTOR. - c. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTMA615, GRADE 60. 22. GENERAL CONTRACTOR SHALL HAVE A LICENSED HVAC CONTRACTOR START THE HVAC UNITS, SYNCHRONIZE THE THERMOSTATS, ADJUST ALL SETTINGS ON b WELDED WIRE FABRIC SHALL CONFORM TO ASTM A785. DeWbeF Goodkind,Inc. EACH UNIT ACCORDING TO CELLCO CONSTRUCTION MANAGER'S SPECIFICATIONS,AND THOROUGHLY TES .AND BALANCE EACH UNIT TO ENSURE PROPER - rY_ OPERATION PRIOR TO TURNING THE SITE OVER TO OWNER. 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN,THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE BEET 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS AND REQUIREMENTS. ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO.ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PH 18. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT ,may FAX:617. 25. UNLESS OTHERWISE NOTED VERIZON WIRELESS SHALL PROVIDE ALL REQUIRED RF MATERIAL FOR CONTRACTOR TO INSTALL, INCLUDING ANTENNAS, TMA'S, LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BUS-T'S, COMBINERS, PDU, DC BLOCKS, SURGE ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXIAL CABLE. BAR SPACING, COVER AND THE LIKE. ti DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 26. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY VERIZON WIRELESS FOR INSTALLATION BY CONTRACTOR. 19. MILLSI CONCRETE STRUCTURES' (ACT 315). 27. CONTRACTOR SHALL FURNISH AND INSTALL ANTENNA PLATFORM. NO 33966 20. ALL SLAB CONSTRUCTION SHALL BE CAS MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE 28. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS,AND LOCATED ACCORDING TO VERIZON WIRELESS SPECIFICATIONS, CONTRACT DRAWINGS. -O Q AND AS SHOWN IN THESE PLANS. - 21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE �v T 29. SHELTER SHALL BE ANCHORED TO FOUNDATION PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH MASSACHUSETTS STATE BUILDING WITH ACI 318.AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION S/(DNA � CODE. - - JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS 30. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL 22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF - CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 8". Y,/o 31. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY BEFORE; 23. BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS. - SEALING ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE, BACKFIWNG UTILITY TRENCHES AND STRUCTURAL 24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. POST OR MOUNTING CONNECTIONS, FOR ENGINEERING REVIEW AND INSPECTION. TIE WIRE SHALL BE 16 GAUGE CONFORMING TO ASTM A82. ' 25. SLAB ON GROUND - DRAWN BY: ALH STRUCTURAL STEEL NOTES: - a.,COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6' GRAVEL.BENEATH SLAB, REVIEWED BY: BBR 1. ALL STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATION ASTIR A123/A123M-OO UNLESS OTHERWISE NOTED. b. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. - 2. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES AND WELDING SHALL CONFORM TO as0 AND AWS 131.1 WHERE FILLET WELD SIZES ARE NOT - � - CHECKED BY: PPB SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION", 9TH EDITION.WHERE WELD LENGTH IS NOT - INDICATED, USE FULL LENGTH WELD. AT THE COMPLETION OF ALL WELDING,ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. SEE NOTE 11 JOB NUMBER: 50003936 BELOW FOR PAINTED INTERIOR & EXTERIOR WATERTANK SURFACES.ALL EXTERIOR STEEL WORK TO BE GALVANIZED& PAINTED TO MATCH TANK. PREPARE THE STEEL SURFACE WITH A BRUSH OFF BLAST AT LEAST IMM OR A VERY AGGRESSIVE SANDING WITH 80 GRIT SANDPAPER FOLLOWED WITH A WASH PRIMER TO ENSURE SOUND INTERFACIAL ADHESION. CODE SPECIFICATIONS: PROJECT NUMBER: 50021036 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS(3/4" DIA.) SUPPLIED WITH A NUT AND WASHER UNDER TURNED END SPECIFICATIONS: AND SHALL WAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 1. ALL GENERAL WORK TO BE DONE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2006 (IBC 2006). SffE ADDRESS 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 2. ALL ELECTRICAL WORK�TO BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 2008 (NEC 2005). . 5. CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, SPECIAL 3. ALL STRUCTURAL WORK TO BE DONE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL, 13TH INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. EDITION (AISC 13114 ED.) 345 OLD STAGE ROAD MANUFACTURER'S MINIMUM CONCRETE EDGE DISTANCE SHALL BE MAINTAINED DURING INSTALLATION.6. USE PRECAUTIONS& PROCEDURES PER AWS DIA WHEN WELDING GALVANIZED METALS. - 4. ALL CONCRETE WORK TO BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI 301) SPECIFICATIONS FOR CENTERVILLE, MA 02632 _ STRUCTURAL CONCRETE FOR BUILDINGS (ACI 318)AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 7. TOUCHUP ALL DAMAGED GALVANIZED STEEL WITH VERIZON WIRELESS APPROVED COLD ZINC, "GALVANOX "DRY GALV", "ZINC-IT", OR APPROVED 5. ALL REINFORCING STEEL WORK TO BE DONE IN ACCORDANCE WITH THE ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING EQUIVALENT, IN ACCORDANCE WITH MANUFACTURERS GUIDELINES. TOUCHUP DAMAGED NON GALVANIZED STEEL WITH SAME PAINT APPLIED IN SHOP OR FIELD. REINFORCED CONCRETE STRUCTURES. SHEET TITTLE B. ALL PROPOSED STEEL SHALL CONFORM TO HIGH STRENGTH STEEL MATERIALS,ASTM A36 WITH A MINIMUM STRENGTH OF 36 KS1. 9. ALL EXISTING BEAM AND COLUMN DIMENSIONS SHALL BE FIELD VERIFY BY CONTRACTOR PRIOR TO FABRICATION.ANY DISCREPANCIES BETWEEN EXISTING - VERIZON CONDITIONS AND THOSE SHOWN SHALL BE REPORTED TO DEWBERRY ENGINEER IMMEDIATELY. - 10. CONTRACTOR TO MAKE ALL NECESSARY PRECAUTIONS AND SECURE ALL PERMITS REQUIRED FOR WELDING ON THE ROOF. GENERAL NOTES 11. ALL TANK INTERIOR AND EXTERIOR STEEL AREAS EFFECTED BY WORK TO BE POWER TOOL CLEANED TO AN SSPC-SP f11 PRIMER TOOL CLEANING TO ,BARE METAL WITH PROFILE, FOLLOWED BY THE APPLICATION OF SURFACE TOLERANT PRIMERS SPECIFIC TO THE AREAS DAMAGED&APPROPRIATE TOP SHEET NUMBER COATS. CONTRACTOR TO CONFIRM PRIMERS &TOP COATS USED WITH WATER DEPARTMENT PRIOR TO CONSTRUCTION.ALL AREAS SHOULD BE CLEANED -- BACK TO SOUND,TIGHTLY ADHERING EXISTING COATINGS WITH THE TRANSITION EDGES FEATHERED BACK BY POWER SANDING SO AS TO EXPOSE AT LEAST _ 1/8" OF EACH PREVIOUSLY APPLIED COATING.ALL SURFACES SHOULD THEN BE SOLVENT WIPED PRIOR TO THE APPLICATION OF ANY COATINGS. IF ANY ` '- COATINGS ARE DAMAGED ALONG THE INTERIOR SURFACES OF THE SHELL BOWL OR ROOF OF THE TANK'S WATER CHAMBER THEREFORE REQUIRING V REPAIRS, IT SHOULD ALSO BE THE THE RESPONSIBILITY OF THE PROVIDER TO CLEAN-OUT THE TANK AND DISINFECT ALL SURFACES IN ACCORDANCE WITH r AWWA C652-02 STANDARDS AND/OR THE WATER DEPARTMENTS INSTRUCTIONS. at&t LEGEND i > f Mobility = N i ------- LOCUS PROPERTY LINE o i z EXISTING UNDERGROUND NEW ROAD COAX AND.ASSOCIATED EQUIPMENT R.+ (TO BE REMOVED) - EDGE OF PAVEMENTcc - - 3-3 1/2" 'f, m A gg TREE LINE 0 0 EXISTING coax ,�To eth®ri IMN,10 +• tin kk> SUPPORT STRUCTU E R ' +/+� � � - - - - - ��x •�..•g.»„ _ (TO BE RELOCATED TO THE OPPOSITE SIDE / OF SHELTER) Onn CC I CENTERVILLE WATER TANK EXISTING CHAIN LINK FENCE / CONSTRUCTION DRAWINGS /+ \ EXISTING /+ \ 0 08/04/10 FOR SUBMITTAL vERIzoN. /+ \ MICROFLEcr B 07/29/10 FOR COMMENT SHELTER• PROPOSED 18 - PART $ B1333 +/+ HOLE MICROFLECT \ A 07 01 10 FOR COMMENT • +/ a PORT TO BE INSTALLED IN SHELTER - �. \ 1. INSTALL PORT PER MANUFACTURERS 4 PROPOSED PAD 3 y �, - RECOMMENDATIONS. Dewberry / 5 AND RELOCATED \ \ EXISTING 2. WEATHERSEAL PORT.AFTER C-5 COAX SUPPORT \ �+ SPRINT NEXTEL INSTALLATION. /+ STRUCTURE \\;'; �+ CONCRETE PAD 3. PROVIDE ALL BOOTS REQUIRED FOR - DBWBBTr-T-GOOdklnd,Inc. . \ A- ' COAX INSTALLATION., 4.,r j.,:R60_SUMMER STREET \ \ \ \+ Y FAX:6 121�6.E MICROFLECT PORT DETAIL 2 SCALE: N.T.S. CIVIL ci No 3".. Q GIST ON \ _ 1 EXISTING ACCESS GATE \ / \\ 'VERIZON RF SYSTEM SCHEDULE Y , COAX LENGTH, DRAWN BY: Aui RAD CTR SECTOR AZIMUTH MAKE MODEL , \ \ EXISTING FT. AGL SIZE, IN. FT. REVIEWED BY: BBR NEW TREE `+/ \\ . DIRT ROAD A 355 169'-6't CSS V7C-665 (2) 1 5/8' 4003 LINE \ //////��\ EXISTING \ � ,�`"� `' •� �\ \ A 355 169'-6'3 AMPHENOL ANT0. BXA-171063-BCF 1 5/8' 4003 CHECKED BY: PPB SPRINT NEXTEL \\ ' \ A 355 ° 169'-6'f C55 V7C-665 (2) 1 5/8" 400t �I SHELTER \ �- PROPOSED \ 1 JOB NUMBER: 50003936 A 355 169'-6'f CSS V7C-665 1 5 B 4003 UNDERGROUND \ \ / ' \ COAX BY VERIZOIN PROJECT NUMBER: "50021036 / \ \ e WIRELESS \ \\ B 100 169'-6'3 CSS V7C-665 (2) 1 5/8' 400f \+� + '• \ \ C-5 \ B 100 169'-6'f AMPHENOL ANTEL BXA-171063-BCF 1 5/8' 4003 \ \\ \ \\ B 100 169'-6'f - CSS V7C-665 2 1 5 8- 4003 , ( ) / SffE ADDRESS \ \ \\ \ B -100 169'-6"t CSS V7C-665 1 5/8" 4003 270 169'-6't CSS V7C7665 (2) 1 5/8" 4003 SITE NOTES: \ \ \ - \ C 270 169'-6't AMPHENOL ANTEL BXA-171063-8CF 1 5/8• 400t 345 OLD STAGE ROAD 270 169'-6 (2) , 5/B• 40D3 CENTERVILLE, "f CSS V7C-665 - 1. WEATHERSEAL OLD COAX PORT \ \ - �\ \ . MA. 02632 \ C 270 169'-6't CSS V7C-665 1 5/6' 400t AFTER COAX REMOVAL \ \ \\ \ - TOTAL• 4,BOOt ' 2. RELOCATE EXTERIOR GROUND BAR ` \ \ SHEET TITLE - TO NEW COAX PORT LOCATION AND RECONFIGURE INTERIOR GROUNDING \\ \\ \1 -\, • COAX CABLE LENGTHS ARE ESTIMATES: CONTRACTOR SHALL VERIFY IN FIELD. RING AS REQUIRED. VERIZON 3 STIE ALL COAX UPPORTS NTO"EXISC"TIINNG DETAILED SITE PLAN GROUND SITE PLAN - _ SYSTEM. SCALE:1"=5'-O' FOR 24X36' SHEEP NUMBER 1'=10'-0" FOR 11X1T ' 4. COORDINATE CPS ANTENNA LOCATION WITVERIZON CM. 01 5 10 - - PROVIDE SINGING MICLE MICROFLECT PORT - FOR COAX AS REQUIRED. - 1/4"— UNC X 1/2" BOLT (C.U.) DOUBLE BOLT GROUND LUG (5) (2) 20" '"a�.'" � NUT& WASHERS (TYP.) - - �� O Mobility (4) 0 0 0� o o 0 0 0 0 o O' 0 0 0 0 0 0 0 #2 INSULATED GREEN a O O O O O O O O O O O STRANDED TAP (C.U.) - � /vw;�wireIew EQUIPMENT 0 \�// O o Q� 0 0 CONNECTION TO EQUIPMENT DET_A_IL_ 0 °0 0 THE GROUND BAR IS 1/a`THICK, 4"WIDE, 20` LONG. IT HAS + k" ° ° A HOLE PATTERN "J"WITH A NO. 2 AWG SOLID TINNED TAIL 17 SCALE: N.T.S. /�//(y�J� o (1) a FIN GRADE :� NOTE. 'D„�i � ;�' AF{�*• 1`y +, GBIT 14420 J 2-7 ALL HOLES ARE 7/16" UNLESS 4T0 ether WIth�NDCiE��Tr #� '#'3'i _ (3) SPECIFIED DIFFERENTLY. I I � I � -'•�..��,g ��• `� i FGFN STYLE- SIZE HOLE TAIL - s�Z - I. COPPER GROUND BAR, 1/4"x4"x20`, GBIT 14420 J 2-7. HOLE PATTERN - - CENTERVILLE • m - CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. �oILL 2. STANDOFF INSULATORS,`HARGER LIGHTNING PROTECTION, INC. STYLE: GBIT - GROUND BAR WITH WALL MOUNTING BRACKETS, ,. WATER TANK J� CADWELD CAT. N0. 5263—A8. INSULATORS AND A 25' EXOTHERMICALLY WELDED TAIL - _ 3. 1/2" LOCKWASHERS, HARGER CO. CAT. NO. LWBS. SIZE: THICKNESS, WIDTH, LENGTH IN INCHES. _ HOLE PATTERN: HOLE PATTERN CENTERS MATCH NEMA DOUBLE 5/8'OxIO'—O" LONG 4. WALL MOUNTING STAINLESS STEEL, MOUNTING BRACKET, HARGER - LUG CONFIGURATION. SEE ISOMETRIC. _ CONSTRUCTION DRAWINGS (MIN) COPPER CLAD #2 AWG SOLID TINNED CAT NO. WBKT-1. _ - GROUND ROD � - 7BIL: SPECIFY AMERICAN WIRE GAUGE (AWG) SIZE AND - COPPER GROUND WIRE _ 5. 1/2-13 x 1" HEX HEAD CAP SCREW, HARGER, CAT NO. STRANDING REQUIRED. 25' LENGTH IS STANDARD UNLESS CS88S OTHERWISE REQUESTED.ILI -NOTES O OJ3/O4/10 FOR SUBMITTAL . - B 1. G TO GROUND RING AFTER L 07/29/10 FOR COMMENT A 07 O1 10 FOR COMMENT GROUNDROUND GROUND BAR DETAIL.ROD HAS BEEN DRIVEN - SCALE: N.T.S. - . INTO PLACE. ' - 2. FROST LINE TO BE VERIFIED. Dewberry GROUND ROD---3 SCALE: N.T.S. - - - GROUNDING NOTES: Dewberry-Goodkind,Inc. - R STREET T ANTENNA MOUNT ANTENNA MOUNTANTENNA MOUNT, NOTES: - 1. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE - 'tFi�0 0 (NOTE 5) (NOTE 5). (NOTE 5) RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FURTHER \\C`P\' GPS MOUNT 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR (GND BAR). INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE V FAX:617. 0 CONTRACTOR SHALL SUBMIT TO THE PROJECT MANAGER ALL TEST REPORTS (NOTE 5) 2• HALO GROUND DESIGNED AND INSTALLED BY SHELTER MANUFACTURER. TIE AND ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK`. C \INTO EGR IN 6 LOCATIONS. 2. UPON COMPLETION OF WORK, CONDUCT CONTINUITY,AND FALL POTENTIAL MILLS .� A GROUNDING TESTS FOR APPROVAL SUBMIT TEST REPORTS TO PROJECT �2 AWG 3. ALL CELL EQUIPMENT(BTS, BATTERY FRAME, POWER CABINETS, MISC. 8 --I _ TINNED B EQUIPMENT FRAMES, ETC.) SHALL BE GROUNDED IN ACCORDANCE WITH MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE CIVIL :6p MANUFACTURER SPECIFICATIONS. WORK IN A COMPLETE AND UNDAMAGED CONDITION. STAINLESS STEEL HARDWARE - � NO 33965 GPS ALPHA SECTOR BETA SECTOR 4FANTENNA 4.. ALL EXPOSED METAL OBJECTS IN SHELTER SHALL BE BONDED AND 3. ALL EXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EQUIPMENT A Q' ANTENNA COAX ANTENNA COAX ANTENNA COAX C. JUMPERED TO HALO GROUND. -�. SHELTERS OR ROUTED OVER CONCRETE FOUNDATIONS OR OTHER EXISTING R(^ �++�yC (L� ' GND KITS GND KITS GND KITS GND KITS STRUCTURES SHALL BE INSTALLED IN'PROPERLY ANCHORED 3/4`0 (MIN.) PVC ' ` f7�ST>_A;/tlti.i TWO HOLE COPPER (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 5. GROUND ANTENNA WITH Q2 AWG TINNED BCW DEDICATED LEAD BACK TO - CONDUIT. - cS'iT�' .GROUNDING CABLE COMPRESSION TERMINAL GROUND BAR 4. CONTRACTOR SHALL NOT DISTURB EXISTING GROUNDING SYSTEM.ANY DAMAGE _ 6 AWG - SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST. GND BAR GND BAR GND BAR GND BAR - - - GROUND BAR 5. ALL ELEMENTS BONDED ICE BRIDGE AND O GROUNDED WIRELESS UTILITY BACKBOARD Y`C • #2 AWG � MUST BE BONDED AND JUMPERED TO GROUNDED COMPONENTS OF THESE A - TINNED BCW - SYSTEMS. 6. ALL IN CABLES AND WIRING SHALL BE NEATLY ROUTED IN OVERHEAD - - ICE BRIDGE AND LADDER RACK AND FASTENED TO LADDER RACK WITH WAX COATED STRING PER ELEVATION EXISTING SUPPORT POSTS LUCENT TECHNOLOGIES INSTALLATION STANDARDS. PLASTIC CABLE TIES SHALL DRAWN BY: ALH UND BAR AT TA ANTENNA COAX GRONK GROUND - - NOT BE USED. GROUND KITS BASE OF TANK RING HVAC UNITS _ 7. - ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF H - ORIGIN TO TERMINATION POINT(GROUND BAR, GROUND RING, ETC.). REVIEWED BY: BEIR STAR WASHER (TYP.) —FLAT WASHER (TYP.) #6 AWG CONDUITS CONNECTIONS TO OVERHEAD HALO GROUND SHALL BE THE ONLY EXCEPTION. N2 AWG ANTENNA COAX SHELTER - CHECKED BY: PPB r3/8-xl 1/2- HEX BOLT CND KITS GROUND RING 8. ROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION (EXCEPT HALO AND GTINNED BCW BURIED GROUND RINGS). OTHER EXCEPTIONS NEED TO BE APPROVED BYCABLE PORT ON /2 AWG VERIZON WIRELESS PROJECT MANAGER PRIOR TO INSTALLATION. JOB NUMBER: 50003936 NUT (TYP.) GND BAR AT TINNED BCWEXTERIOR OfSHELTER SHELTER 9. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF B'. EQUIPMENT SHELTER 10. FENCE POSTS AT THIS SITE MAY NOT BE BONDED TO GROUND RING.ANY PROJECT NUMBER: 50021036 ROUND BAR FENCE POST WITHIN 10' OF ANY VERIZON WIRELESS EQUIPMENT(SHELTER, ICE BRIDGE, ETC.) SHALL BE BONDED TO THE VERIZON WIRELESS SHELTER SITE ADDRESS EXPOSED BARE COPPER TO BE GROUND RING OR COMPOUND GROUND RING. GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO - - INSULATION ALLOWED WITHIN THE 11. VERIZON WIRELESS SHELTER GROUND RING SHALL BE BONDED TO TOWER AND - COMPOUND GROUND RINGS IN 2 PLACES EACH. COMPRESSION TERMINAL (TYP.) � . SECTION 'A—A' 12. PRIOR TO POURING CONCRETE,ALL REBAR LOCATED NEAR THE BOTTOM OF 345' OLD STAGE ROAD THE FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING CENTERVILLE, MA 02632 NOTES: ELECTRODE, BY STEEL TIES OR OTHER EFFECTIVE MEANS APPROVED BY NEC 208 AND STRUCTURAL ENGINEER,AND BONDED TO THE GROUND RING AS HALO GROUND(NOTE 2) DETAILED IN THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING 1. DOUBLING UP OR STACKING OF CONCRETE AND MUST BE COORDINATED BY CONTRACTOR. CONNECTIONS IS NOT PERMITTED. - ^ 2. OXIDE INHIBITING COMPOUND TO BE USED GROUNDING DIAGRAM J_ 1 13 PRESENT ON SITE SHALL BE. IN ACCORDANCE WITH NEC O BONDED 08 UT TOGETHER (REFERENCE GROUNDINGIREMENTS. ALL ELECTRODES NEC TRODES SHEET TITLE AT ALL LOCATIONS. SCALE: N.T.S. \ ARTICLE 250.50) - VERIZON TYPICAL GROUND BAR - GROUNDING DETAILS MECHANICAL CONNECTION DETAIL SCALE: N.T.S. 4 - SHEET NUMBER V= 3 at&t Mobility GENERAL NOTES 1.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, OUTDOOR ELECTRICAL GENERAL NOTES - AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH CONCRETE NOTES `/ '� yyj��pss ALL DISCREPANCIES REPORTED TO THE ENGINEER. - 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE 2.D0 NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION. - - EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI'301 "SPECIFICATIONS FOR STRUCTURAL 3.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS CONCRETE FOR BUILDINGS% ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED - 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED. I' T�t "4 '✓ Vt UNLESSOTHERWISE NOTED. CONCRETE". +M y� 1+ 3. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, -`- !+.�"' r�dI�F?.. to S� I 4.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. INSTALLATION, CONSTRUCTION TOOLS,TRANSPORTATION, ETC. FOR A COMPLETE j -:+ !SIB CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS �'rS p ri n�t CONTRACTOR. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 % AIR ENTRAINED (t1.5%) WITH A MAXIMUM 4" INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE I � SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS REQUIRED. 5.BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY OTHERWISE NOTED. ',4gTOgetFTerWIth1NEX7EIa. ,. ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION ANCHOR BOLTS, ETC. - 4. MAXIMUM AGGREGATE SIZE SHALL BE 1".- _ WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME . MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. - 6.DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN 5. THE FOLLOWING MATERIALS SHALL BE USED: MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY ` PIPES, VENTS, ETC. BEFORE COMMENCING WORK. PORTLAND CEMENT., ASTM C 150. TYPE 1 AND SHALL BEAR THE INSPECTION LABEL "J"WHERE SUBJECT TO SUCH CENTERVILLE REINFORCEMENT: - ASTM A 185 NORMAL WEIGHT - APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF 7.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR AGGREGATE - ASTM C 33 . INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. WATER TANK NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE WATER : DRINKABLE MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE _ - OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ADMIXTURES NON-CHLORIDE CONTAINING - STANDARDS ESTABLISHED BY ANSI, NEMA.AND NBFU. ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 5. *ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE - PRIOR TO PROCEEDING. NOTED. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60. DEFORMED UNLESS NOTED ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH CONSTRUCTION DRAWINGS 6.6.EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE - ALL GOVERNING STATE, COUNTY, LOCAL ELECTRICAL CODES AND DANCE AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS B' AND ALL HOOKS SHALL 9.REPAIR ANY DAMAGE DURING CONSTRUCTION TO MATCH EXISTING - BE STANDARD, UNO. - 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE CONSTRUCTION - B. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL PERMITS,AND PAY ALL REQUIRED FEES. MANAGER. UNLESS SHOWN OTHERWISE ON DRAWINGS: - - 0 08/04/10 FOR SUBMITTAL ' - CONCRETE CAST AGAINST EARTH...........3 IN. S. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN 10.ALL CABLE CONDUIT ENTRY EXIT PORTS SHALL BE WEATHERPROOFED DURING CONCRETE EXPOSED TO EARTH OR WEATHER: ONE YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, B 07/29/10 FOR COMMENT INSTALLATION USING A SILICONE SEALANT. _ % #6 AND LARGER............................................2 IN. MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL - A 07 01 10 FOR COMMENBE #5 AND SMALLER & WWF............................1 1/2 IN. THECORRECTED CONTRACTORT ONCE, UPON WRITTEN NOTIFICATION AT THE EXPENSE OF 11.CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN - ". A 3/4 CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY BEFORE; 9 - 9. SEALING ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY _ ACCORDANCE WITH ACI 301 SECTION 4.2.4. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE Dewberry® CONNECTIONS, POURING CONCRETE, BACKFILLING UTILITY TRENCHES AND + IQ. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURERS 10.PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS BUILT" STRUCTURAL POST OR MOUNTING CONNECTIONS, FOR ENGINEERING REVIEW WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS AND INSPECTION. TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE AND CIRCUITS, WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 12.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED DRAWINGS. NO REPAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN 11.ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC, Dewb�- dkind,Inc. DRIWNG HOLES IN CONCRETE. - 4HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SHALL BE TURNED OVER TO PROJECT MANAGER AT"JOB COMPLETION. �CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES _ 11. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACIAND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT• 12. D01 NOT WELD OR TACKWELD REINFORCING STEEL. _. - 12CONDUCT R FORNECTIONS LIGHTNG FIXTUREN ALL MULTI-CIRCUffSrWffH COMMON NEUTRAL � pHONE:6 13.ALL CONDUCTORS SHALL BE COPPER. C� FAX:61Z695. 13. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, - - - GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE - _ 14.ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN �- orkmu N BEFORE START OF CONCRETE PLACEMENT. INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT _ 14. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS. TO WHICH THEY MAY BE SUBJECTED.AND A MINIMUM OF 10.000 A.I.C. CD CD CRAL �g ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. - 15.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY 07 . 15. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. ALL APPLICABLE CODES. NO 3�8GHJ 16. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS.AND 16.PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE qc� G/STERN OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO COURSE OF THE ELECTRICAL WORK. • 'rGC \� NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. - s`s(Qrt�p Nam/ 17.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING J 17. DO NOT PLACE CONCRETE IN WATER, ICE OR ON FROZEN GROUND. PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE 18. DO NOT ALLOW CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING RUNS, ETC. IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND REBARS PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. WILL NOT BE DRILLED INTO, CUT, OR DAMAGED UNDER ANY CIRCUMSTANCES. � 19. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI 18.THEREFOLOCATIONRE OF TENDONS AND RE-BARS ARE NOT DEFINITELYEME KNOWN AND • (! CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE • - - SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, REINFORCING STEEL TENDONS. - MINIMUM. - - 20. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL 19.ALL EXISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO DRAWN BY: ALH TROWEL. CONSTRUCTION. 21. FOUNDATION BASED UPON EQUIPMENT SHELTER BEING AN OLD CASTLE RCS SHELTER SYSTEM, 20.SHELTER IS PRE-WIRED AND TESTED AT FACTORY. COORDINATE FINAL POWER REVIEWED BY. - BBR 11'-6'x 20'-0"x10'-0" HIGH PREFABRICATED SHELTER. CONNECTION WITH LOCAL INSPECTOR. 22. FOUNDATION TO BE PLACED INSURABLE SOIL WITH A MINIMUM ALLOWABLE DESIGN BEARING 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS CHECKED BY: PPB CAPACITY OF 3650 P.S.F. AT A DESIGN DEPTH OF 4'-0" BELOW GRADE. IF SITE CONDITIONS ON ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT. VARY FROM THOSE STATED ABOVE CONTRACTOR TO NOTIFY THE CONSTRUCTION MANAGER AND - ` 22.UPON COMPLETION OF WORK, CONDUCT CONTINUITY SHORT CIRCUIT,AND FALL JOB NUMBER: 50003936 THE ENGINEER. - OF POTENTIAL GROUNDING TEST WITH WRITTEN REPORT SUBMITTED TO THE ' PROJECT MANAGER FOR REVIEW AND APPROVAL 23. MAXIMUM PERMISSIBLE VARIATION OF PIER LOCATION SHALL BE 1". CONCRETE PIER VARIANCE PROJECT NUMBER: 50021036 FROM PLUMB SHALL NOT EXCEED 3/4". - 23.CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 24. TOPS OF CONCRETE PIERS SHALL BE WITHIN 0.02 FEET OF ELEVATION SPECIFIED. SHIM, AS 24°.ALL EXTERIOR WALL PENETRATIONS SHALL BE SILICONE SEALED. SITE ADDRESS REQUIRED, TO LEVEL THE SHELTER. 25. REMOVE ALL ORGANIC MATERIAL PRIOR TO PLACEMENT OF STONE. IF FILLING IS REQUIRED, 25.ALL DOWNLEADS 02 TINNED COPPER TO BE PROTECTED BY 1/2" P.V.C. PIPE - BACKFlLL AND COMPACT WITH WELL-DRAINING GRAVEL. AND SECURED TO SHELTER OR TOWER. 26.COMPRESSION FIRINGS TO BE USED ON ALL "EMT" CONDUITS (NO 345 OLD STAGE ROAD 26. IF SOUND ROCK IS ENCOUNTERED AT LESS THAN THE SPECIFIED FOUNDATION DEPTH, USE SETSCREWS). CENTERVILLE, MA 02632 ALTERNATIVE FOUNDATION, SEE DETAIL 6 ON SHEET C-3. '27.ALL'#6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE LUG BOLTED ATTACHED WITH CAD PLATED BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE. - - 28.COORDINATE ALL METER WORK WITH METER BANK OWNER AND LOCAL UTILITY SHEET TITLE COMPANY. SPRINT NEXTEL GENERAL NOTES SHEET NUMBER S - 1 at&t I LEGEND1� - Mobility W LOCUS PROPERTY LINE 1IIeI'i�wirelem NEW ROAD r� o I EDGE OF PAVEMENT TREELINE �` �� tom' 5.a/ 1 = "Toget w her ith NEXTEL / CENTERVILLE WATER TANK EXISTING CHAIN /+/+/+ \\ 3'-3 1/2" 'LINK FENCE /+ EQUIPMENT CONSTRUCTION DRAWINGS EXISTING UNDERGROUND O+/+ \ COAX AND ASSOCIATED +/ \ - (TO BE REMOVED) . � o o o EXISTING /+ \ — — — — e 0 08/04/10 FOR SUBMITTAL VERIZON 10 FOR COMMENT SHELTER A 07/01/10 FOR COMMENT Dewberry EXISTING ' SPRINT NEXTEL�❑ _ _ _ _CONCRETE PAD n o o Dewberry-Goodkind,Inc. 280 SUMMER�STREET \ PHONZESh�l yt FAX 617.696. 1 ' MICROFLECT PART / 81333 NOTES, GAAL 1. INSTALL PORT PER MANUFACTURERS NO 33966 RECOMMENDATIONS. 2. WEATHERSEAL PORT AFTER INSTALLATION. N \ \ \ 3. PROVIDE ALL BOOTS REQUIRED FOR - - \ COAX INSTALLATION. EXISTING COAX SUPPORT STRUCTURE (TO BE RELOCATED - - TO THE OPPOSITE SIDE \� /� �\ �\ _ ACCESS GATE _ - - MICROFLECT PORT DETAIL. OF SHELTER) /' l \ \ SCALE: N.T.S. 2 DRAWN BY: - ALH \ _ EXISTING REVIEWED BY: BBR NEW TREELINE DIRT ROAD - C \ CHECKED BY: - PPB EXISTING. SPRINT NEXTEL \� ,.,,, \ \ SPRINT NEXTEL RF SYSTEM SCHEDULE � ��_�( ��;, + - \ \ SHELTER - 'k JOB NUMBER: 50003936 \ \ \ \ OWN DOWNTILT RAD CTR, COAX LENGTH, \ \ SECTOR ANTENNA AZIMUTH MAKE MODEL FEED (M) (E) FT. AGL SIZE, IN. FT.* PROJECT NUMBER: 50021036 \ A IDEN 0 2 0 112'f ANDREW DB844H90E—XY BOTTOM 1 5/8- 3753 SITE NOTES: \ \ \ A IDEN O \ \ \ 2 0 112'3 ANDREW DB844H90E-1(Y BOTTOM 1 5/8- 3753 r SITE ADDRESS PROPOSED 18 \ 2 0 112'3 ANDREW DB844H90E—XY BOTTOM 1 5 1. WEATHERSEAL OLD COAX PORT HOLE MICROFLECT \\ \\ \ \\ A IDEN 0 /B' 3753 AFTER COAX REMOVAL. PORT TO BE \ 2 INSTALLED IN \\ \\ \ \ A COMA 340 0 2 112'3 ANDREW UMWD-06516—XDM BOTTOM (2) 1 5/8- 3753 2. RELOCATE EXTERIOR GROUND BAR S-2 SHELTER \ \ \ 1 8 IDEN 120 -0 0 112'3 ANDREW D8844HSOE—XY BOTTOM 1 5/8- 3753 345 OLD STAGE ROAD TO NEW COAX PORT LOCATION AND - PROPOSED PROPOSED \ B IDEN 120 0 0 112'3 ANDREW DB844H90E—XY BOTTOM 1 5/8- 3753 RECOFlGURE INTERIOR GROUNDING CONCRETE PAD PROPOSED \ \ 4 \ CENTERVILLE, MA 02632 UNDERGROUND 4 \ RING AS REQUIRED. 4 AND RELOCATED FENCE EXTENSION COAX BY SPRINT \ \C-5 COA B IDEN 120 0 0 112'3 ANDREW DBB44H90E-XY BOTTOM 1 5/8- 3753 X SUPPORT AS REQUIRED FOR \ \ NEXTEL \ \ 3. TIE ALL COAX AND CABLE C-5 STRUCTURE PAD INSTALLATION \\ \ \ \ B CDMA 150 0 2 112'3 ANDREW UMWD-06516-XDM BOTTOM (2) 1 5/8- 3753 SUPPORTS INTO EXISTING GROUND (TYPE TO MATCH SYSTEM. EXISTING) \ \ \ \ C IDEN 240 3 0 112'3 ANDREW DB844H90E-XY BOTTOM 8 3753 SHEET TfTLE \ \ \ 1 5/ - 4. COORDINATE GPS ANTENNA \, \, \\ \1 C IDEN 240 3 0 112'3 ANDREW DB844H90E-XY BOTTOM 1 5/8- 3753 SPRINT NEXTEL LOCATION WITH SPRINT NDML CM. C IDEN 240 3 0 112'3 ANDREW DBB44H90E-XY BOTTOM 1 5/8- 3753 PROVIDE SINGLE MICROFLECT PORT DETAILED SITE PLAN FOR COAX AS REQUIRED. SITE PLAN C COMA 240 0 2 1 112'3 ANDREW UMWD-06516—XDM BOTTOM (2) 1 5/8- 1 3753 SCALE:1-=5'-0- FOR 24X36- 1 - TOTAL: 4,5003 1--10'-0' FOR 11X17- SHEET NUMBER 0' S' 10' • COAX CABLE LENGTHS ARE ESTIMATES; CONTRACTOR SHALL VERIFY IN FIELD. — 2 6' CEILING OF SPRINT NEXTEL ROOM ----------------------------\ BURNDY CRIMP. TYP i- TOP OF TOWER FIN GRADE - '°"' at&t / ANTENNA \(NP.) MICROFECT Mobility / \ ENTRY PORT INSIDE VIEW INTERIOR GROUND HALO NEXTEL PROVIDE SURGE //2 AWG GREEN I I o SUPPRESSOR RACK MOUNTED STRANDED I i 53Z W/ 3/8'THREADED ROD rim PANDUIT STANDOFF, 16" �+ O.C., HORIZ.& VERT. I I w° CADWELD - STRANDED AWG GREEN ATTACH HALO TO ilQ fQ STANDOFF WITH NA NYLON CABLE TIES.TURAL I I T m z*x C� yyr I I (J6 AWG GREEN STRANDED6 �ity I COAX I 5 8"0x10'-0" LONG - TO SURGE SUPPRESSOR-----_ r �y., bix2 (MIN) COPPER CLAD 2 AWG SOLID TINNED GROUND BAR UP PC, S` ?i'ip'r'Sn �^G� I I GROUND ROD COPPER GROUND.WIRE - Y. r" 1, / '• ` I I _ t�Together wlth,;NEXTEL_,1 GROUND COAX PORT I - I NOTE: MASTER GROUND BAR .............. .. .~ DOWNLEAD TO TOP GROUND I 1. CADWELD TO GROUND RING (MGB) LOWER TANK aAR BEEN RDRIVEN GROUND PtAE. - _ 'CENTERVILLE \ GROUND - / •• •EXOTHERMIC WELD BAR TYPICAL . #2 AWG TINNED g2/O AWG TINNED•• (TYPICAL) SOLID TYP 2. FROST LINE TO BE VERIFIED. SOLID CONDUCTOR TO (CAD-WELD) WATER TANK \� ------------------------------ EXTERIOR GROUND RING --------------------------- GROUND ROD BOTTOM OF TOWER \\ SCALE: N.T.S. 2 POLYPHASER GROUNDING DETAIL 3 - CONSTRUCTION DRAWINGS SCALE: N.T.S. 0 08/04/10 FOR SUBMITTAL I I (5) (2) 20' B 07/29/10 FOR COMMENT I I 0 A 07 01 10 FOR COMMENT I y l (4) I I a 0 0 0 0 0 0 0 0 0 0 0 COAX SIGNAL I 0 0 0 0. 0 0 O 0 O CABLES TO O \ BOTTOM SHELTER GROUND BAR �2 AWG TO / - 0 ° \ Dewberry E-4 4"x20"x1/4" TOWER RING O p �-------- ------------- M0 0 0 0 .��„ Dewbecrr�t Qgg ' d,Inc. O O O 0 0 O _ THE GROUND BAR IS 1/4'THICK, 4'WIDE, 20"LONG. R HAS "` '�'6�IW�L. p p O ° A HOE PATTERN "J"WITH A NO. 2 AWG SOLID TINNED TAIL, GROUNDING SCHEMATIC p (1) � PHONE:617. w SCALE: N.T.S. NOTE-• i7 O FAX:617.695.331 ALL HOLES ARE 7/16" UNLESS GBIT 4420 J 2-.7 (3) SPECIFIED DIFFERENTLY. pRAL 11 11 11 11 LEGE No 30�866 _ � STYLE SIZE HOE TAIL 'O COPPER GROUND BAR, 1/4"x4"x20", GBIT 14420 J 2-7. HOE PATTERN CENTERS TO MATCH NEMA DOUBLELUG CONFIGURATION. . GBIT - GROUND BAR WITH WALL MOUNTING BRACKETS, ��sS /sT 2. STANDOFF INSULATORS, HARGER LIGHTNING PROTECTION. INC. SM INSULATORS AND A 25' EXOTHERMICALLY WELDED TAIL EXTERIOR GROUNDING GENERAL NOTES: At CAT. NO. 5263-A8. • � 3. 1/2" LOCKWASHERS, HARGER CO. CAT. NO. LWBS. SIZE: THICKNESS,WIDTH, LENGTH IN INCHES. : S, / 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR SHALL y2 AWG, SOLI HOE PATTERN HOE PATTERN CENTERS MATCH NEMA DOUBLE D, 1ti 4. WALL MOUNTING STAINLESS'STEEL, MOUNTING BRACKET, HARGER LUG CONFIGURATION. SEE ISOMETRIC. • V y BARE, TINNED COPPER, UNLESS OTHERWISE NOTED. ALL CONNECTIONS NS TO GROUND � CAT N0. WBKT-1. RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A MINIMUM DEPTH 7AIL: SPECIFY AMERICAN WIRE GAUGE (AWG) SIZE AND. BELOW GRADE OF 18 INCHES OR TO LEDGE. MINIMUM BEND RADIUS SHALL BE 8 5. 1/2-13 x 1" HEX HEAD CAP SCREW, HARGER, CAT NO. STRANDING REQUIRED. 25' LENGTH IS STANDARD UNLESS - - INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION, UNLESS CS88S. OTHERWISE REQUESTED. OTHERWISE NOTED. � - .. DRAWN BY: ALH 2. GROUND RODS SHALL BE 5/8' DIAMETER COPPER CLAD STEEL, HARGER, T&B, ERICO, . OR EQUIVALENT. TOP OF ROD SHALL BE A MINIMUM OF 18' BELOW GRADE. IF EDGE - GROUND BAR DETAIL___0 REVIEWED BY- - BBR IS ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER GROUND - SCALE: N.T.S. ROD EXCEPTED. - - - CHECKED BY: PPB 3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE, CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. INTERIOR GROUNDING GENERAL'NOTES: A - JOB NUMBER: 50003936 STAR WASHER (TYP.) FLAT WASHER (TYP.). 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2 CONDUCTOR AT 6"ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER. 1. GROUND SHALL COMPLY WITH NEC ART. 250. STAINLESS STEEL HARDWARE - - 1/2"xt 1/2" HEX BOLT. PROJECT NUMBER: 50021036 EXOTHERMICALLY WELD OTHER END TO GROUND RING. 2. GROUND CONDUCTORS SHALL BE #6 COPPER STRANDED WIRE WITH - NUT (TYP.) AD 5. INSTALL GROUNDING KITS AT ANTENNA CENTERUNE. AND TOWER EXIT POINTS. GROUND GREEN COLOR INSULATION FOR INDOOR USE. - - SITE DRESS COAX LINES. EXOTHERMICALLY WELD #2 DOWN CONDUCTOR TO PLATES, RUN DOWN TWO HOE COPPER p ' TOWER, AND TIE INTO GROUNDING SYSTEM. 3. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION GROUNDING CABLE COMPRESSION TERMINAL TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD DO NOT ALLOW - GROUND BAR 6. ALL GROUNDING WORK SHALL COMPLY WITH SPRINT NEXTEL CONSTRUCTION CONTRACT BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL EXPOSED BARE COPPER TO BE 345 OLD STAGE ROAD AND MOT UST TEST STANDARDS. FOLLOWING COMPLETION O OF WORK, GROUND 4. ROUTE GROUNDING CONNECTORS ALONG THE SHORTEST AND GROUND BAR .GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS STRAIGHTEST PATH POSSIBLE. EXCEPT INSULATION W WITHIN H CENTERV SUBMITEPT As OTHERWISE ALLOWED fTHI THE ILLE MA 02632 AN INDEPENDENT "FALL POTENTIAL"TESTING REPORT. GROUNDING LEADS SHOULD NOT BE BENT AT RIGHT ANGLE. ALWAYS A COMPRESSION TERMINAL (TIP.) 7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE INSTALLED IN MAKE 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6' RADIUS SECTION 'A-A' 3/4" SCH 40 PVC CONDUIT TO 12" BELOW GRADE. ATTACH PVC WITH GALVANIZED "C" WHEN NECESSARY. ELEVATION SHEET TITLECLAMPS. 5. CONNECTIONS TO GROUND BAR SHALL BE MADE WITH TWO HOLE 8. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILITIES. COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING NOTES, INSTALLING TO ALL LOCATIONS 9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTANG 1. DOUBLING UP OR STACKING- OF CONNECTIONS IS NOT PERMITTED. SPRINT. NEXTEL GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 6. TEST COMPLETED GROUND SYSTEM AND RECORD RESISTANCE VALUES 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. GROUNDING DETAILS FOR PROJECT CLOSE-OUT DOCUMENTATION. GROUND RESISTANCE SHALL - 10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WITHOUT BENEFIT OF NOT EXCEED 5 OHMS. - ' TO MEET SHEET NUMBER TESTING AND DOES NOT NECESSARILY REPRESENT A GROUNDING SYSTEM TYPICAL GROUND BAR ' TO MEET ANY SPECIFIC GROUND RESISTANCE. .MECHANICAL CONNECTION DETAIL �� ' SCALE: N.T.S. O S .3 cx: y PROJECT INFORMATION ' SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS TOWN OF BARfNSTAsLE SITE ADDRESS: 345 OLD STAGE ROAD at&t I ' �� ,� AnCENTERVILLE, MA 02632 -� ��,� LATITUDE: 41.659162' N 41' 39' 33.0" N LONGITUDE: —70.35167' W —70' 21' 6.0" W � -� JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES SITE NUMBER: MA1285 ON CURRENT USE: TELECOMMUNICATIONS FACILITY SITE. NAME: AWE-CENTERVILLE -MA (P) USE: TELECOMMUNICATIONS FACILITY NOC# 800-832-6662 DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 0.1 START OUT HEADING SOUTHWEST FROM 550 COCHITUATE ROAD, FRAMINGHAM, MA 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF TOWARD WHITTIER ST, MAKE A U—TURN AT RING ROAD, TAKE THE RAMP TO I-90 AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY E/MASSPIKE W/SPRINGFIELD/BOSTON, KEEP RIGHT AT FORK AND MERGE ONTO I-90 E, PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF GN-1 GENERAL NOTES 0.1 TAKE.EXIT 24C ON LEFT FOR 1-93 S TOWARD QUINCY, MERGE ONTO I-93 S, TAKE EXIT CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS 7 ON LEFT TOWARD CAPE COD, MERGE ONTO MA-3 S, CONTINUE ONTO US-6 E, MERGE IS SPECIFICALLY ALLOWED. A-1 PLAN VIEWS 0.1 ONTO US-6 E, TAKE EXIT 6 FOR MA-132.TOWARD BARNSTABLE/HYANNIS, KEEP RIGHT AT FORK TO CONTINUE TOWARD SHOOTFLYING HILL ROAD, TURN RIGHT ONTO SHOOTFLYING HILL ROAD, SLIGHT LEFT TO STAY ONTO SHOOTFLYING HILL ROAD, SLIGHT A-2 ELEVATION AND ANTENNA LAYOUT 0.1 LEFT ONTO OLD STAGE ROAD, ENTRANCE TO SITE ON RIGHT. 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS a, ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY A-3 DETAILS 0.1 ' Ir ewls" x -'t IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. ° t,a � - - `� max, +��7Zi � •� � ° 91 4� � ��e� `C'�� G-1 GROUNDING, ONE-LINE DIAGRAM& DETAILS 0.1 :' F • A ` 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON ° �� k r , n .; ' •� p. , Hayes; F THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.' _ E 808� �y�, Tr a.-..��,, n., a� '�. r `•,s� � �t-.4+.SPt __ _�' O.y. a y- _ 3-Y id - . SITErk oc • �,�P�SkOf�gy.�� .d � �. c �,.` ��r�:=ti s �, ,�'• eecaw_ MARL ' �t. '°�B"" k r b�` � '• _ UNDERGROUND SERVICE ALERT ETI 0.4 4� �COISTE 4o Q �� ..ST f •P Io / / p R k 9 S �FSSj�PoALE�� - - CALL TOLL FREE 1 —888-344-7233 I 72 HOURS BEFORE YOU DIG = SITE NUMBER: MA1285 AT&T ADVANCED � - SITE NAME: at&t o., „/os/,2 LTE JTG MRC MRC ENGINEERING GROUP, P.C. AWE-CENTERVILLE MA o /tt/20t �� JIG MRC MRC TITLE SHEET Civil En ineering-Site Development Surveying_ communication Telecommunicotlons g ' �2+2 KEYWAYDIN ROAD 345 OLD STAGE ROAD - A /21/201 L7E BW MRC MRC . 50 NDRTH BR0. AY " LEM, NH 03079 CENTERVILLE, MA 02632 550 COCHITUATE ROAD, SUITE 13, NO. DATE RENs�oNs BY CHK a' .we Nu R AWING NWao7 REv EAST PROVIDENCE.RI D1916 Fa,;:'4W-'3;'6u. BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 As srtowN DESIGNED 8Y: MRC DRAWN BY: MER 1285 LTE T-1 0.1 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND DEFINITIONS SHALL APPLY: ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR - SAI COMMUNICATIONS STEEL SHALL BE ASTM A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL EXPOSED STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER - AT&T MOBILITY TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING 2, PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO COMPATIBLE ZINC RICH PAINT. TELCORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T MOBILITY ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR. SITES." 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES BELOW GRADE, BY TWO OR MORE COPPER BONDING PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. , CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY APPLICABLE REGULATIONS. CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING 3. THE SUBCONTRACTOR SHALL PERFORM IEEE NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE PER IEEE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING ( SHOW OUTLINE ONLY. AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE AFTER MIDNIGHT. SUBCONTRACTOR SHALL FURNISH AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND KITTING LIST SHALL.BE SUPPLIED BY THE SUBCONTRACTOR. DANGEROUS EXPOSURE LEVELS. COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN 7, THE SUBCONTRACTOR SHALL INSTALL ALL,EQUIPMENT AND MATERIALS IN 20. APPLICABLE BUILDING CODES: ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,UNLESS SPECIFICALLY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, INSTALLED WITH THE POWER,CIRCUITS TO BTS EQUIPMENT. STATED OTHERWISE. n` STATE, AND LOCAL CODES AS ADOPTED BY THE,LOCAL AUTHORITY HAVING 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SHALL GOVERN THE DESIGN. CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 8TH EDITION _ INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #2 ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG LIGHTENING CODE: REFER TO ELECTRICAL-DRAWINGS STRANDED COPPER FOR OUTDOOR BTS. AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE . AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL FOLLOWING STANDARDS: 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. CONNECTIONS BELOW GRADE. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,_PAVEMENTS, AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REQUIREMENTS FOR STRUCTURAL CONCRETE; 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. OR PASTE) SHALL BE USED ON ALL COMPRESSION AND AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 'i,pV`A OF AfQSaQcy BOLTED GROUND CONNECTIONS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE MAR ''A EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, CH TI EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND DESIGNATED LOCATION. STRUCTURAL STANDARDS FOR STEEL CI THE TOWER GROUND BAR. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER N 3 TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. ® ,p STEM 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH 9 CAI E2 9. ALUMINUM CONDUCTOR T COPPER CLAD STEEL AMERICAN CONCRETE INSTITUTE (ACI) 301. ES p CONDUCTOR SHALL NOT BE USED FOR GROUNDING FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS SfOMpL°s� CONNECTIONS. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI CODE WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED. REQUIREMENTS. TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY ABBREVIATIONS CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER AGL ABOVE,GRADE LEVEL (F) FUTURE REQ REQUIRED WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. AWG AMERICAN WIRE GAUGE G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING BCW BARE COPPER WIRE MGB MASTER GROUND BUS RRH REMOTE RADIO HEAD 20 FT. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE BTS BASE TRANSCEIVER STATION MIN MINIMUM TBD TO BE DETERMINED REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID (E) EXISTING (P) PROPOSED/NEW TBR TO BE REMOVED TINNED COPPER GROUND WIRE, PER NEC 250.50 EG EQUIPMENT GROUND N.T.S. NOT TO SCALE TBRR TO BE REMOVED EGR EQUIPMENT GROUND RING REF REFERENCE AND REPLACED TYP TYPICAL N- ADVANCED SITE NUMBER: MA1285 I AT&T -a�- SITE NAME: a't&'t 0.1 11/06/12 LTE ,TG MRC MRC ENGINEERING GROUP, P.C. AWE-CENTERVILLE MA o �„�20, LTE JTG MRC MRC GENERAL NOTES Civil Engineering Site Development Surveyin communications � -_-_-�' ElDJ MRC MRC 9 9- 9- A /21/201 LTE Telecommunications I 22 KEYWAYDIN ROAD 345 OLD STAGE ROAD - 500 NORTH RROP- SALEM, NH 03079 CENTERVILLE, MA 02632 550 COCHITUATE ROAD, SUITE 13, NO. DATE REVISIONS BY CHK P' ER J013 NUMB DRAWING NUMBER REV EAST PROVIDENCE,RI 02914 PH:a01-354-2403 BARNSTABLE' COUNTY FRAMINGHAM, MA 01701-4681 DESIGNED BY: MRC DRAWN BY: MER 1285 LTE GN-1 0.1 FAX:401-833-8J54 AS SHOWN HALF SIZE PRINT THIS DRAWING IS SCALEABLE AT HALF THE NOTED SCALE (E) LINEAGE POWER INFINITY D 24V DC POWER PLANT (P) RRH TYP. OF (p) GPS ANTENNA MOUNTED (E) COAX CABLE (2) PER SECTOR, TO (E) EQUIPMENT SHELTER E) PANEL "A" AND ENTRY PORT (P) ANTEN (6) TOTAL AND LOCATED 10' MIN ATS (E) GPS ANTENNA (i PER SECTOR, TOTAL OF 3) 3 FROM (E) GPS (E) TELCO BACKBOARD (E) ENTRY PORT IN ) PANEL ANTENNAS, TYP. p FLOOR - (9) 6"0 E (E) AT&T PANEL ANTENNAS, CONDUITS (2) PER SECTOR, (6) TOTAL (OTHERS) no z 0 (E) GSM. (E) GSM p El ❑ CABINET CABINET ' (E) HVAC \__�E) FIF (E) DIPLEXERS J� (P) FIBER POWER CONNECTOR, TO E) BATTERY BE MOUNTED TO (E) ANTENNA (P) 23" RACK e STACK SUPPORT FRAME A-3 1 (P) SURGE ARRESTOR MOUNTED ' TO (E) ANTENNA SUPPORT ' FRAME, TO BE INSTALLED BELOW (P) RRH'S TYP. OF (1) PER SECTOR, (3) TOTAL (P) FIBER TRUNK AND DC CABLES T I FOLLOW (E) COAX CABLES THROUGH l (E) UMTS E) HVAC U/G CONDUIT TO (P) FIBER POWER 1: CABINET CONNECTOR SHELTER(E) AT&T EQUIPMENT 1 ' EA- I (E) WATER TANK (E) RRUW RAC W/ INFINITY D (P) FIBER TRUNK AND 48 CONV DC CABLES AND GPS ' COAX CABLE SUPPORTED BY (E) CABLE LADDER (E) GENERATOR ` (E) U/G 6"0 PVC CONDUIT, (9) TOTAL, W/(12) 1 5/8" COAXIAL CABLES AND ABLE PORT H EQUIPMENT SHELTER PLAN A-1 SCALE: 1/2"=1'-0" ` GRAPHIC SCALE ' 0 1 2 4 6 (E) PROPANE TANK OF 114 �. �G Q$aO MARC R. Jr CHRETI PARTIAL COMPOUND PLAN No 40 A-1 SCALE: 1/8"=V-0" GRAPHIC SCALE S1a 0' 4' 8' 16' 24' SITE NUMBER: MA1285 AT&T ADVANCED SITE NAME: at&t o., „/os/,2 LTE Jrc MRC MRC 0 /11/201 LTE JTG MRC MRC ENGINEERING GROUP, P.C. AWE-CENTERVILLE MA :. ` PLAN VIEWS Civil Engineering:Site Development Surveying- CORIR,U�ICB110f15 A /21/201 LTE BDJ MRC MRC Telecommunicotions I 22 KEYWAYDIN ROAD 345 OLD STAGE ROAD --_ 5W NORTH BROADWAY SALEM, NH 03079 CENTERVILLE, MA 02632 550 COCHITUATE ROAD, SUITE 13, NO. DATE - REVISIONS BY CHK P' JOB NUMBER DPAM14G NUMBER REV EASL PRWIDENCE.RI 02914 FPX:4001-T63J 26}54 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 CALE: AS SHOWN DESIGNED BY: MRC DRAWN BY: MER 1285 LTE A-1 0.1 (r 171'-O"t AGL - TOP OF (E) (6) ANTENNAS & (P) (3) ANTENNAS HALF SIZE PRINT THIS DRAWING IS SCALEABLE I� AT HALF THE NOTED SCALE I 162'-0"t AGL (E) WATER TANK RIM I I P) RRH TO MOUNTED _ (E) ANTENNA SUPPORT (P) ANTENNA (SECTOR A&B) TO BE I / Q QT Q� MOUNTED IN POSITION 1 TO (E) (P) ANTENNA TO BE MOUNTE I FRAME, TYP OF (2) Q � a_ 0,� (E) ANTENNAS (TO BE RELOCATED) ANTENNA SUPPORT FRAME (TOTAL OF 2) u�." IN MIDDLE POSITION TO (E) 1 PER SECTOR, (6) ANTENNA SUPPORT FRAME, TOTAL ( v��\" �, � TYP. Of (1) PER SECTOR, 3) TOTAL \ �o�� Q I �v �v . �' c � TYP. OF (1) PER SECTOR, (3) 1 o'J r' lJe�c`' 1 TOTAL i A-3 (E) ANTENNA (E) ANTENNAS (TO REMAIN) (E) ANTENNA J y�j�\ (P) SURGE ARRESTOR TO BE TYP. OF (1) PER SECTOR, (3) TOTAL J MOUNTED TO (E) ANTENNA SUPPORT FRAME SUPPORT FRAME SUPPORT FRAME, INSTALLED A-3 I BELOW (P) RRH'S, TYP. OF (1) PER SECTOR, (3) TOTAL 1 (E) ANTENNAS 1 (IN RELOCATED POSITION) 3 1 SECTOR_C SECTOR_C TYP. OF (1) PER SECTOR, (3) TOTAL A-3 UMTS/GSM 'UMTS/GSM (E) ANTENNAS (TO REMAIN) 1 SECTOR C SECTOR C TYP. OF (1) PER SECTOR, (3) TOTAL UMTS/GSM LTE (P) ANTENNA (SECTOR C) T (P) RRH TO MOUNTED (E) SECTOR C BE MOUNTED IN MIDDLE SECTOR C ANTENNA SUPPORT FRAME, TYP 4MTS/GSM POSITION TO (E) ANTENNA SUPPORT FRAME (TOTAL OF 1) UMTS/GSM OF (2) PER SECTOR, (6) TOTAL 1 103'-0"t AGL 1 1 4 OF (E) ANTENNAS S \013, G\n,\ (E) WATER TANK 1. ASBOVE GROUND LEVEL ELEVATIONS WERE j G��O� scoP ��nf ef�� DERIVED FROM FIELD MEASUREMENTS USING A 1 s\off s (P) FIBER POWER CONNECTOR, cow 'TRUPULSE 200" RANGEFINDER, MANUFACTURED I "s m TO BE MOUNTED TO (E) J � BY 'LASER TECHNOLOGY, INC.' I 6 ANTENNA SUPPORT FRAME, 1 , 2. AN ANALYSIS FOR THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE I EXISTING ANTENNA PLAN PROPOSED EQUIPMENT SHALL BE CONDUCTED I 3 PROPOSED ANTENNA PLAN A-2 SCALE: 1/4" = 1'-0" PRIOR TO CONSTRUCTION. AEG HAS NOT I A-2' SCALE: 1/4 = 1'70" CONDUCTED A STRUCTURAL ANALYSIS. 1 I I I 1 (1) (P) FIBER TRUNK & (2) (P) DC CABLES MOUNTED TO (E) COAXIAL CABLES WITH SNAP-IN HANGERS & (E) WATER TANK j BARREL CUSHIONS TO MATCH (P) CABLE EXISTING ANTENNA INFORMATION SIZES 1 - I. SECTOR QUANTITY DIMENSIONS (INCHES) I , 1 A 3 11.8Wx5.9Dx72L 1 J B 3 11.8Wx5.9Dx72L A OF V4J- C 3 11.8Wx5.0021_ P) FIBER TRUNK AND DC CABLES TO MAP '* FOLLOW (E) COAX CABLES THROUGH v k' U/G CONDUIT TO (P) FIBER POWER HRET CONNECTOR (E) AT&T EQUIPMENT PROPOSED ANTENNA INFORMATION N .4 13 SHELTER SECTOR QUANTITY DIMENSIONS (INCHES) r 1 ELEVATION rSS04&��A�' A 1 11.8Wx6.ODx72L wK; A-2 SCALE: 1"=10'-0.' (E) GRADE B 1 11.8Wx6.ODx72L GRAPHIC SCALE 1 ELEV. = 0't 1 I 0' 5' 10' 20' 30' C 11.8Wx6.ODx72L ^A SITE,NUMBER: MA1285 AT&T ADVANCED -� - SITE NAME: at&t o., 11/06/12 LTE JTG MRC MRC ENGINEERING GROUP, P.C. communications AWE-CENTERVILLE MA o /„/20, LTE JTG800 MRC MRC ELEVATION AND ANTENNA PLANS Civil Engineering-Site Development Surveying- I A /21/201 LTE BOJ MRC MRC " Telecommunications 22 KEYWAYDIN ROAD 345 OLD STAGE ROAD 500 NORTH BRWWAY SALEM, NH 03079 CENTERVILLE, MA 02632 FAST PROVIDENCE.RI @9,4 550 COCHITUATE ROAD, SUITE 13, No. DATE REVISIONS BY CHK JOB NUMBER DRAWINCNUYBER REV 1-352403 PH:40 1-6 -2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 AS SHOWN DESIGNED BY: MRC DRAWN BY: MER 1285 LTE A-2 0.1 PH: NOTES: 0 1. REFER 10 RF CONFIGURATION & SECTOR (P) 1 5/8- UNISTRUT TO BE BOLTED TO SURGE ARRESTOR RAYCAP (E) HANDRAIL W/(2) 1/2.0 BOLTS, TYP. SCHEMATICS FOR QUANTITY REQUIRED PER SECTOR. E) 2"0 PIPE MOUNT MODEL# DC2-48-60-0-9E OF (2) GPS ANTENNA, MODEL#GPS—TMG—HR-26N, BY PCTEL, INC. 10 3/8- TOP OF EXISTING GPS—TMG—MNT—R EQUIPMENT SHELTER I v O M O c HORIZONTAL TS2x2 OF (E) ANTENNA SUPPORT FRAME, o TYP. OF (2) 1/4 -0 HILTI KWIK 3 a 1/2 -0 COAX CABLE IXPANSION ANCHORS. w CD(P) ANTENNA (SEE NOTE 1) MINIMUM BENDING 3 1/4- LG. OR a3, RADIUS PER APPROVED EQUAL MANUFACTURER'S L3x3x3/16' ANGLE, 8• LG RAYCAP MODEL# STANDARD - DC2-48-60-0-9E 2 GPS ANTENNA MOUNT DETAIL 3 SURGE ARRESTOR DETAIL A-3 SCALE: N.T.S. A_3 SCALE: N.T.S. HORIZONTAL TS2x2 OF (E} ANTENNA SUPPORT FRAME, TYP. OF (2) JL (P) JUMPER CABLES (SEE NOTE 1) (P) RACK MOUNTED SURGE PROTECTION SYSTEM (DC6-48-60-RM) P) RET CABLE Q a (SEE NOTE 1) O ANTENNA MOUNT DETAIL A-3 (P BE BOLTED TO (E) SCALE: N.T.S. HANDRAIL W/(2)1 0/2 0 BOLTS, TYP. OF (2) (P) RACK MOUNTED HORIZONTAL TS2x2 OF (E) HORIZONTAL TS2x2 OF (E (P) 1 5/8" UNISTRUT ERICSSON RBS 6601 _ ANTENNA SUPPORT FRAME, TO BE BOLTED TO (E) cD TYP. OF (2) ANTENNA SUPPORT FRAME, o HANDRAIL W 2 1 2'0 p F /( ) / P FIBER POWER CONNECTOR, RAYCAP . TY ' 0 (2) BOLTS, TYP. OF (2) O O / MODELS FC12-PC6-10E F r 16 1/4' (6 REQUIRED, (2) PER A. \Z�0• (P) REMOTE RADIO HEAD TO SECTOR, ERICSSON BE MOUNTED TO 1 5/8" RRUS-11 OR APPROVED r UNISTRUT H-FRAME, TYP. EQUAL REFER TO FINAL I OF (2) APPROVED RFDS `? uD H OF Efgs$ , 0 LA (P) REMOTE RADIO HEAD, MARC R. 1 ERICSSON MODEL# ISOMETRIC CHRETIEN � RRUS-11, SEE NOTE-1) RAYCAP MODEL# CIVI FC12-PC6-10E 7 o.40313 29 66 23�5 FIBER/POWER eRRH DETAIL e 23" RACK DETAIL a CONNECTION DETAIL A-3 SCALE: N.T.S. A-3 SCALE: N.T.S. A-3 SCALE: N.T.S. SITE NUMBER:MA1285 f AT&T RIADVANCED '-Q SITE NAME: a'ta(k o., 11/06/12 LTE JTc MRC MRC 0 /11/20, LTE ,rrG MRC MRc ENGINEERING GROUP, P.C. AWE-CENTERVILLE-MA DETAILS Civil En ineerin Site Development Surveying communications e 9 9- 9- A /21/201 LTE BDJ MRC MRC Telecommunications I 22 KEYWAYDIN ROAD 345 OLD STAGE ROAD _ SW NORTH BR0.40 w NO. DATE REVISIONS BY CHK JOB NUMBER DRAWN NUMBER REV FAST PROVIDENCE,RI 02914 SALEM, NH 03079 CENTERVILLE, MA 02632 550 COCHITUATE ROAD, SUITE 13r PH:401-]54-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 AS SHOWN DESIGNED BY: MRC DRAWN BY: MER 1285 LTE A-3 0.1 .I 4 (P) ANTENNA-1 (P) ANTENNA-2 (P) ANTENNA-3 - I STAINLESS STEEL 700/850 AWS/190 700/850 AWS/190 700/850 AWS/190 HARDWARE WIRELESS SOLUTIONS INC. EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR � _ +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END GROUNDING CABLE TWO HOLE COPPER N0. REQ. PART N0. DESCRIPTION THAT WIL L IDENTIFY ITS ORIGIN AND DESTINATION. COMPRESSION TERMINAL O1 1 HLGB-0420-IS SOLID GND. BAR (20"x4%1/4") SECTION "P" - SURGE PRODUCERS GROUND BAR O 2 WALL MTG. BRKT. CABLE ENTRY PORTS (HATCH PLATES) (#2) (P) 1/2"0 COAX ^ O GENERATOR FRAMEWORK (IF AVAILABLE) (#2) RET CABLE I RET CABLE JUMPERS (25'-0" ELEVATION 3 2 INSULATORS TELCO GROUND BAR RIFT RET RET RET RET RET MAX LENGTH), 4 4 . 5 COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) TYP ) LOCK WASHER, FLAT WASHER, TYP. U /8"'-11x1"" H.H.C.S. +24V POWER SUPPLY RETURN BAR 2 TYP. 3/8"x1-1/4" HEX OS 4 5/8 LOCKWASHER -48V POWER SUPPLY RETURN BAR (#2) Rxt Txz Rxz xt Rx1 rxz Rx2 xt Rx1 rxz Rxz rxt Rxt xz Rxz rxt Rxt rxz Rxz rxt Rxt rxz Rxz BOLT RECTIFIER FRAMES. NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NUT, TYP. 2 REMOTE RADIO REMOTE REMOTE RADIO REMOTE REMOTE RADIO REMOTE 3 HEAD RADIO HEAD HEAD RADIO HEAD HEAD RADIO HEADL-j O SECTION "A" - SURGE ABSORBERS GROUND BAR O ° 5 INTERIOR GROUND RING (#2) EXPOSED BARE COPPER TO BE 1 °p p p DO 4 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) (P) SURGE ARRESTOR (P) RAYCAP FIBER 1 AWG DC GROUNDING CABLE INSULATION TO ABSOLUTE EDMINIMUM, MIN TNO D D p O o 0 0 °° ° °° 0 BUILDING ST COLD L WATER PIPE (II) AVAILABLE) (#2) OC6-48-60-0-9E POWER CONNECTOR ( ) (1 PER SECTOR JUNCTION BOX MODEL# (1 PER RRH) TYP. SECTION "A-A" COMPRESSION TERMINAL (TYPICAL) 3 TOTAL) FC12-PC6-10E NOTES: (TOTAL OF t) 1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED. (1) PAIR FIBER 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. (1 PER RRH) TYP. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION (]3 )GROUND BAR - DETAIL G-1 SCALE: N.T.S. TYPICAL GROUND BAR (P).(2) PAI�11 POWER CONNECTION DETAIL CABLES & (2) PAIR FIBER 2 WATER TANK G-1 SCALE: N.T.S. NOTE REFER TO THE FINAL RF DATA ^ UNDERGROUND SHEET FOR FINAL ANTENNA EQUIPMENT SHELTER SETTINGS. (P) (2) DC POWER CABLES �(P) FLOOR MOUNTED 23" EQUIPMENT RACK GROUND TO ANTENNA NOTE* ALL/ANY AT&T EXISTING TMAs, FROM LUG (P) SURGE ARRESTOR SHALL DIPLEXERS AND DUPLEXERS ANTENNA NOT BE PLACED A MAXIMUM SHALL REMAIN DISTANCE OF 15' FROM - ANTENNA STANDARD GROUNDING KIT (TYP) ANYONE (P) REMOTE RADIO (P) 12 PAIR FIBER (P) RACK HEAD TRUNK GROUND BAR CIGBE MOUNTED SURGE 4TOP) PROTECTION SEE NO E 1. (P) RACK MOUNTED _ SYSTEM - ERICSSON RBS 6601 L (DC6-48-60-RM) WEATHERPROOFING #6 AWG (PROVIDED WITH JUMPER REQUIRED ONLY — KIT (TYP.) ONE LINE PLUMBING DIAGRAM WHEN 1-1/4"0 AND #2 AWG BCW GROUNDING KIT TYP) N.T.S. LARGER (TYP.) STANDARD LUG (TYP) GROUND KIT COAX CABLE (TYP.) (TYP FOR ALL) CONNECTOR _ ANTENNA CABLE TO ANTENNA STANDARD ANTENNA COAX RRH GND KIT SURGE ARRESTOR. WEATHERPROOFING CABLE TRAY (TYP.) GROUND BAR (CIGBE) GROUND KIT (TYP.) GND KIT GND KIT KIT (TYP.) FROM ANTENNA (BOTTOM) COAX PORT FRAME SEE NOTE 1. GND KIT COAX PORT SUPPORT COAX GROUND #6 AWG LUG GND BAR GND BAR GND BAR GND KIT KIT (2) #2 AWG BCW COMMSCOPE KIT NO. TO BTS VIA TRAY OR ICEBRIDGE EQUIPMENT RACK GB-0414-IT OR EQUAL GND KIT GRADE a N Of td gs�gft c� ` RBS 6601 #2 AWG BCW #2 AWG BCW, BONDED 000o UPPER GROUND BAR AT o00 ,GND KIT TO GROUND WIRE ALONG #2 AWG BCW MAR ANTENNA LEVEL RING GROUND l BOTTOM GROUND BAR ON SURGE PROTECTION CABLE TRAY TO CIGBE/MIGB �__ _ __ . ti HRETI GROUND BAR (E) BONDING SHELTER SYSTEM NOTE: JUMPER NOTE: C AT TANK GND KIT No.4 13 EXTERIOR 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF GRADE -GRADE DIRECT GROUND WIRE DOWN TO CIGBE. TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. e19BR fGISTE GROUNDING NOTES: INSIDE EQUIPMENT SHELTER GROUND WIRE TO GROUND 2. A SEPARATE GROUND BAR TO BE USED FOR CPS ANTENNA IF REQUIRED. ALL GROUNDING SHALL BE DONE IN BAR CONNECTION DETAIL ANTENNA CABLE GROUNDING ACCORDANCE WITH THE AT&T MOBILITY �4 ONE LINE GROUNDING DIAGRAM 5 ' G-1 SCALE: N.T.S. - - GROUNDING GUIDE. G-1 SCALE: N.T.S. - -EXOTHERMIC(CADWELD)ORoMECHANICAL G-1 SCALE: N.T.S. _ 3 (COMPRESSION TYPE)CONNECTION SITE NUMBER: MA1285 `, �( AT&T ADVANCED SITE NAME: _6 tI 0.1 11/06/12 LTE JTG MRC MRC ENGINEERING GROUP, P.C. ` Civil Engineering-Site Development Surveying- communications AWE-CENTERVILLE MA D 9/1 t/201 LTE . .JTG MRC MRC •. GROUNDING, ONE LINE DIAGRAM & DETAILS Telecommunications 22 KEYWAYDIN ROAD 345 OLD STAGE ROAD A 6/2t/tot LTE BDJ MRC MRC re000 NORTH BROc DWAY +. SALEM, NH 03079 CENTERVILLE, MA 02632 - 550 COCH TUATE ROAD, SUITE 13, NO. DATE REVISIONS BY CHK PP' JOB NUMBER DRAWING NUMBER REv ae:a01-6-zao} BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 PH:41-354 2403 SCALE: AS SHOWN DESIGNED BY: MRC DRAWN BY: MER 1285 LTE G-1 0.1 verizonwireless 400 FRIBERG PARKWAY WESTBOROUGH,MA. 01581-3936 (508)330-3300 t Vf s�. - . ,,-wirelessCENTERVILLE RELO_MA A&E FIRM nt TURNING MILL w CONSULTANTS,INC. • - _ - DEVELOPERS,ENGINEERS:AND • - CONSTRUCTION AiANAGERS ` 68TUPPERROAD.UNIT3 PO BOX.1159.SANDN/1CH,.MA D2563 TEL(508j 888-0383-FAX:(508)8884246 - _,tumingmillmnsultants wr SITE ADDRESS: MA ES NTI 345..OLD STAGE ROAD PCS' TTPGRAD�j CENTERVILLE,MA 02632 r 1..1J lJ 1 V 1. .�.� _ SUBMITTALS VICINITY MAP CONSULTANTS PROJECT SUMMARY APPROVALS SHEET INDEX - 1 SITE NAME: -REV, C, CENT ERVILLE_RELO_MA NO. TURNING MILL . - 6 a R:- -.345SITE STAGE ROAD OWNER DATE T-1 TITLE.SHEET. _.6 A 109I15/15 ISS. FOR CONSTRUCTION CONSULTANTS INC. 0 N & ELEVATIONS B DEVELOPERS,ENGINEERS AND CENTERVILLE, MA 02632'F1 - `' - .(� � E 1 .C MPOUNO'PLA ELEV TION CONSTRUCTIQN.MANAGERS p.`�.. PROPERTY OWNER PROFESSIONAL' S T IS °E 2 :ANTENNA MOUNTING&'TANK SECTION� -'8 ' ISSUED REVIEW 68 TUPPER ROAD,UNIT 3 CENTERVILLE/OSTERVILLE/MARSTONS MILLS FIRE-DISTRICT; R.F. ENGINEER.; - .DATE � S `'�ti--.�.�• I7. - PO BOX 1159,SANDWICH,MA 02563. - '1875 FALMOUTH ROAD; - CONSTRUCTION AI FC3i=--'MMBTgF('--�jdj- TEL'(508)888-4383-FAX:(508)888-4246. CENTERVILLE, MA 02632 E�3 CO RUCTION DETAILS 8 �. _ 3 www.tumingmilloonsultants.com s E-4 CONSTRUCTION DETAILS & NOTES B JAM APPLICANT: _ - JAM S (.}, �j`, !\ •` d '. BELL ATLANTIC.MOBILE OF MASSACHUSETTS CORP., LTD CONSTRUCTION DATE J11 \^vJ J` ,--x A&E FIRM D/B/A VERIZON WIRELESS 4- _ - - 1� �(r > �� '', 400 FRIBERG PARKWAY .' - STROKE. `" � - - WESTBOROUGH,.MASSACHUSETTS 0.581-39.36 �0• kTaTRstabl0. ►7111. ,._ ." APPROX.,CENTER OF ARRAY:' - LEASING & ZONING DATE., 4 LAT.: 4V 39' 30.0,,.N �y�Q3t< 28 ¢D� ,-_. ., � r- .� LONG: -70'21' 07.3"W t SITE DESCRIPTION: VERIZON WIRELESS d DATE _ - _ -- �ON L- jt VERIZON WIRELESS TO REPLACE (3 OF 12) EXISTING ANTENNAS, INSTALL (3) REMOTE RADIO HEADS, REPLACE - (3) REMOTE RADIO HEADS AND REMOVE (12) LINES OF THE ABOVE PARTIES HEREBY APPROVEAND ACCEPT-THESE DRAWN$Y: SS 1 EXISTING COAX. DOCUMENTS AND AUTHOR12E THE CONTRACTOR TO PROCEED I CWITHON THE CONSTRUCTION DESCRIBED HEREIN ALL _ CHECKED BY: MFJ f), CONSTRUCTION DOCUMENTS ARE:SUBJECT TO REVIEW BY THE 1 LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR ' _ soll it .� Ali. MODIFICATIONS THEY MAY IMPOSE. SHEET TITLE: DIRECTIONS: DEPART 400 FRIBERG PKWY,WESTBOROUGH,MA 01581 ON FRIBERG PKY(WESTBOROUGH BUSINESS PARK](NORTH-WEST),0.4 MI.TURN _ LEFT(WEST)ONTO RESEARCH DR,THEN IMMEDIATELY BEAR RIGHT - - _ - - - TITLE SHEET (NORM-WEST)ONTO RAMP,0.2 Mi.MERGE ONTO SR-9(TURNPIKE RD). _ ) - 0.4 MI.TAKE RAMP(RIGHT)ONTO 1-495.59.7 MI 1-495/1-90/CAPE r COD.ROAD NAME CHANGES TO SR-25,9.5 MI.AT EXIT 2,TURN RIGHT ._. ONTO RAMP,0.4 MI US-6/BOURNE/SJ3AMORE.TAKE RAMP(RIGHT) ONTO US-6(SR-28],0.2 MI.TAKE LOCAL ROAD(S) (LEFT)ONTO US-6 [SR-28],3.7 MI.AT ROUNDABOUT,TAKE THE FIRST EXIT ONTO US-6 [MID-CAPE HWY], 10.7 MI.AT EXIT 5,BEAR RIGHT(SOUTH)ONTO - RAMP,0.1 MI, RT-149/W. BARNSTABLE/MARSTONS MILLS.ROAD NAME. CHANCES TO SERVICE RD,0.4 MI.BEAR RIGHT(SOUTH)ONTO OLD;;. • a _ - SHEET NUMBER: STAGE RD. 3.0 MI.ARRIVE 345 OLD STAGE RD.CENTERVILLE; MA:.. `4 - RV 02632. - - .T -1 - t VW1.5.184-PCS I • I - ve/nzo 7wireless GENERAL NOTES: 1. THE TYPE,DIMENSIONS,-MOUNTING HARDWARE,AND THE 2. THE VERIZON.INSTALLATION IS AN UNMANNED PRIVATE AND - - - POSITIONS OF ALL EQUIPMENT IN THE COMPOUND ARE SHOWN SECURED COMPOUND. IT IS ONLY,ACCESSED BY TRAINED 40UFRIBERG PARKWAY - INILLUSTRATIVEFASHION.ACTUAL HARDWARE DETAILS AND TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND 1 WESTBOROUGH,'MA. FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY - ' SHOWN. SEWER SERVICE. THE FACILITY ISNOT GOVERNED BY - - 0158�-3938 REGULATIONS REQUIRING PUBLIC ACCESS PER ADA (508)330-3300 REQUIREMENTS. - SITE CENTERVILLE RELO_MA j&E FIRM EXISTING TOWN - - u TURNING MILL ` HIP ANTENNAS .. VERIM4 WERE! TO REPLACE CONSULTANTS,INC. W TOP OF NTENNAS ®194:9't�A.G:L - p (3 OF 12)EXISTING ANTENNAS. _ DEVELOPERS,ENGINEERS AND REPLACE(3)REMOTE RADIO , -CONSTRUCTION MANAGERS HEADS.AND INSTALL(3)NEW -68 TUPPER ROAD.UNIT - S REMOTE RADIO-HEADS - TELO(5 eOX 166&4 8SANDWICH,MA 0256346- y� EXISTING AT&T www.tumi gmillcoreuVaNs,cnm .ANTENNAS ,• SIT ADDRESS: _ 'VERIZON ANTENNAS r{ .. .. ,' • EXISTING'VERIZON SHELTER EDGE OF TANK ® 163:0'f AGL . EXISTING EMERGENCY _ � ( 345 OLD STAGE ROAD i• GENERATOR. - I - , - - _ CENTERVILLE MA 02632 � ON CONCRETE PAD � � - - f F EXISTING _ DIRT DRIVE - • 'i- \� ,,\`.,� _ METER BANK SUBMITTALS VERIZONL.WIRELESS TO REPLACE (3 OF 12) EXISING ANTENNAS., �\\ VERIZON WIRELESS TO REMOVE.REPLACE(3)REMOTE RADIO - - 12 EXISTING COAX LINES ON/. * ✓ 11 - EXISTING _ - HEADS.AND INSTALL(3)NEW - EXISTING SUPPORT'BRACKETS - - EXISTING SPRINT / I TELCO B G WATER TANK' BOX REMOTE RADIO HEADS • f `l j 1 - EXISTING - - \ - ACCESS TUBE ANTENNAS.ON TANK - �/�/ ELECTRICAL J FLUTES e EXISTING SPRINT 111 .�•. ' - �` „. VERIZON IREILESS TO REMOVE SHELTER 111, 12.DUSTINGCO LINES AL NG - ( B 10/15/15 ISS..FOR CONSTRUCTION ..... 111'. "' Ar, DOSTING WATER TANK CATWALK 111 / 7 A 09/18/15 JSSUED FOR REVIEW it p1 J o , I JAMES ANTENNAS.T&T .11 v� L. j" • - I STROKE ROKE t/3 I C % q EXISTING PAVED -• �O'4�,�5$ b � • - 11` Z,a, �e '` ACCESS DRIVE EXISTING III\ �� % '�• • - 1, - '• - f �� FENCE. EXISTING i VERIZON COAX 111 _ PENETRATION 1 ii - VERIZON WIRELESS TO REMOVE--� VERIZON WIRELESS TO REMOVE---, 11 - - 12 EXISTING COAX.ONES INSIDE .EXISTING SPRINT - - - 12 EXISTING COAX LINES INSIDE. - EXISTING UNDERGROUND COAX I �i*�,� ems \ - ANTENNAS,ON TANK: _ EXISTING HYDROPIUAR WATER - _ RAWN BY.; SS DUCT BANK&CABLE(ADDER UP �� FLUTES TANK I - TO ANTENNAS 1 � - :I - - 1111 I - CHECKED BY; MFJ EXISTING—� `C/ - I _ " V TREE LINE. - o.�.o o -. SHEET TITLE:. j J I o 0 0 FIN GRADE.(56:1'AMSL) -EXISTING AT&T FENCED COMPOUND. _ .COMPOUND PLAN & EXISTING L- WITH SHELTER, C /�T COAX PULL GENERATOR AND ELEVATION ION BOXES PROPANE TANK - i GRAPHIC SCALE SHEET NUMBER: GRAPHIC SCALE. _ 1s o e - 16 32 . COMPOUND PLAN '° 2 ELEVATION E-1 APPROX..SCALE: I" - 30' I ® r E-1 SCALE: 1/i6" _ 1'-O" E-1 VW13.184—PCS I ver/zonwireless GENERAL NOTES: 1. THE TYPE,DIMENSIONS,MOUNTING HARDWARE,AND THE 2., THE VERIZON INSTALLATION IS.AN UNMANNED PRIVATE.AND. _ POSITIONS OF ALL EQUIPMENT IN THE.COMPOUND ARE SHOWN SECURED COMPOUND. IT IS ONLY.ACCESSED BY TRAINED 400 FRIBERG.PARKWAY IN ILLUSTRATIVE FASHION.ACTUAL HARDWARE DETAILS AND TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND _ t - WESTB,SS1-3938 OROUGH,.MA. O1 FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS THEREFORE,DOES NOT REQUIRE ANY WATER OR SANITARY - 'L. - SHOWN. SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA - (508)330-3300 REQUIREMENTS. _ SITE... - VERIZON WIRELESS TO REPLACE CENTERVIL'LE RELO_MA . F (3 OF 12) EXISTING ANTENNAS, — _ .REPLACE(3) EXISTING REMOTE EXISTING - EXISTING TOWN WHIP ANTENNAS . .( RADIO HEADS ALU 9442, RAILING r WITH REMOTE RADIO HEADS. . 813 RRH4x30-4R AND INSTALL EXISTING RAILING - NOTE:MAXIMUM OF ONE EXISTING REMOTE - (3)NEW 825 RRH4X30 REMOTE , ANTENNA AND ONE RRH RADIO HEAD ,� {' RADIO HEADS PER PIPE MOUNT RRH2x60-AWS, 3 PL _ - EXISTING AT&T ANTENNAS. A&E FIRM E)(I-NGZPROPOSED.VERIZON ANTENL:®..169,5't.AG.L �wi1:��(� • _EXISTING TOWN .; ., ^� __- -�xt ovt� TURNING MILL WHIP ANTENNA urv.--o4w �.. - CONSULTANTS,INC. - DEVII.OPERS,ENGINEERS.AND EXISTINGS SECTOR v CONSTRUCTION MANAGERS VERRON WIRELESS TO REPLACE - !Y.. _ RAYCAP SECTOR - , i� " SURGE PROTECTOR - 88 UPPER OA h F R D UMT3 (3 OF 12)EXISTING ANTENNAS - Z - - _ - - � ., �� '� _ � I PO BOX'.1'159,SANOIM1'ICH,MA 02563. < VERIZON TINGREMOVE TELL(508)988-4383 I FAX:(508)88114 (12) EXISTI COAX_ wv+v.Wrningmillconwitants.com - EXISTING AT&T - - -LINES INSIDE,ACCESS - ANTENNAS,9 PLACES TUBE SITE ADDRESS; .. .REPLACE EXISTING REMOTE RADIO HEAD ALU 9442E _ ' WTIH_REMOTE RADIO HEAD - - LEXISTING VERIZON 013 RRH4x30-4R: _ RAYCAP JUNCTION. - 345`0LD STAGE ROAD' . 3 PL a 'BOX r, v CEN . LLE,MA 02632 TERVI EXISTING.. .. EXISTING.TOWN t _______.__;_ WHIP ANTENNA _ y - RAILING - " •' � � - "' _ � ��" EXISTING SPRINT 4 .1.4. ANTENNAS - - S PORT SUBMITTALS EXISTING » - - VERIZON TO REMOVE' . HATCH (12)EXISTING COAX- . K N LINES-INSIDE TANK.0 -� .:EXISTING / _ x: yyi:. _ EXISTING ACCESS - • Z-R-BRACKETS(S,.ON _ • a... ` VENT: �/ '. r' TUBE (BELOW) 1 .. CENTER) - I ) .EXISTING AT&T, SECT'O/ R -COAX ROUTE INSIDE 100' ACCESS TUBE AZIMUFy - _ - ` /�T\ i;�ii .B 10/15/15 ISS..FOR CONSTRUCTION COAXNG PORT ,� \t �i��7I�i7Y�iji - - _ _ _ - - - - EXISTING A 09/18/15 ISUED FOR REVIEW { HATCH } S PROFESSI OF VEFUZON:WIRELESS TO REMOVE. ♦♦ - i ` (12) EXISTING COAX LINES - k = JAMES R VER17ON TO REMOVE - STROKE TR y V Y 7S�(YE Crp. I EXISTING VERIZON - " (12)EXISTING COAX. NO..20068 COAX ROUTE ON EXISTING-VERIZON •• EXISTING TOWN I LINES FROM, TANK ROOF TO " COAX ROUTE'INSIDE WHIP ANTENNA j UNDERGROUND DUCT ANTENNAS ACCESS7UBE -. `\\ BANK TO SHELTER _ `,EXISTING' •i' - - :. RAILING. ' ;' - . IN G s_ i c'ry$ , ., -. h. FO NO EXISTING TANK DRAWN BY:. SS EXISTING TOWN - ` /, _ CHECKED BY: MFJ WHIP ANTENNA - GRAPHIC SC_ALE GRAPHIC SCALE, SHEET TITLE: ANTENNA MOUNTING PLAN 2 4 r21 TANK SECTION ANTENNA E=2 SCALE: 1/2' - 1`-0' - - E-2 SCALE: 1/16' _ 1'-0' - - MOUNTING & TANK SECTION SHEET NUMBER:. ' t : E-2 •' - - VW15.184—PCs , 1 - 11wireless, EXISTING TOWN 400 FRIBERGPARKWAY WHIP AN VERIZON WIRELESS?0...REPIACE •i . I - (3 OF 12) EXISTING ANTENNAS i WESTBOROUGH;MA. REPLACE(3)EXISTING REMOTE 01581=3936" 1 RADIO HEADS ALU9442> WITH REMOTE RADIO HEADS I. • , (5.08)330-3300 j B13 RRH4x3G-4R.AND-INSTALL. i (3) NEW 625 RRH4X30 REMOTE - I. RADIO.HEADS :. _ EXISTING RAIL 2" CIA SCH 40 EXISTING 7 GAIN;MOUNTING PIPE SITE. ..RAILING - _ i AT&T ANTENNAS 3/8 GALV SO U-BOLT TYPICAL 2 PL. VERIZON ANTENNAS , { + „•. -I DOWNTILT/ANTENNA MOUNTING '2x2x1/8 HSS TOP RAIL, I C BRACKET CENTERVILLE 'REED MA VERIZON WIRELESS TO C- REPLACE(3 OF 12) - EXISTING ANTENNAS - - - . ON EXISTING MOUNTS • - " '- VERIZON ANTENNAS. - �, HANDRAIL:MOUNTING.BRACKET y , VERIZON WIRELESS TO .. - • - > REMOVE E(1 )F EXISTING NG 2x2x1/B:HSS TOP RAIL - e - - 2xizt/8 HSS SPACER. A&E FIRM ILL SSUPPPPORT CABLE S CONSULTANINGTS INC. • ACCESS - EXISTING HATCN EXISTING COAX/FIBER CABLES w/ g COAX PORT: COAX PORT r ONSTAJ12-14NIANCERS-^ ' SST BUTTERFLY CLIPSCONSTRUC[TONbtAN?.OTRS2xlxt/B HSS SPACER - o 66TOPPER ROAD,UNIT3 PO BOX 9UPPRRAD.UHANDRAIL.-MOUNTING BRACKET. a 2xtxi/B HSS.MID.RAIL 6LD L(—t.-0millwnsuRantsm��2� _ VENT- SITE ADDRESS: r 2xiX1/8 HSS MID-RAIL SI ESS' AT&T ANTENNAS _ VERZON WIRELESS TO COX LIES(12)EXISTING 345 OLD STAGE ROAD EXISTING RAIL - KICK BRACE,- , ��., - .. (TYP 5•'.O.C:) - 2x2x1/B HSS:.SPACER - CABLE SUPPORTS CENTERVIL'LE,'MA 02632 EX STING .. -• • -. is = '. UNG TAT&T'ANTENNAS - ANTENNA MOUNTING BRACKET' - UNISTRUT P1000 - 0 4°-0"D.C., - KICK PLATE (4z(� _ -HICK PLATE(4xA).. -�-I- 6. VERIZON ANTENNAS n• TOP OF_TANK. _ TOP OF TANK • SUBMITTALS IALS GRAPHIC SCALE PIPE MOUNTING BRACKET ANTENNA MOUNTING PLAN 2 4 a 2 MOUNTING DETAIL 3 COAX/FIBER MOUNTING.DETAIL E-3 SCALE: T/4' = 1•_D'•:. .. ` .: E-3 SCALE: NONE '.. E-3 .'SCALE: NONE. a EXISTING ANTENNA • MOUNT PIPE (2'0) TYPICAL IN B 10/15/15 ASS, FOR CONSTRUCTION REPLACE EXISTING INSTALL NEW REMOTE RADIO HEAD • •. REMOTE RADIO HEAD ALU'9442. - B25 RRH4x30-4R. .. - - - A ,09/18/15 r.ISSUED FOR REVIEW IIII WITH REMOTE RADIO HEAD - - w/MOUNTING BRACKET- ' - B13 RRH4x30-4R. - SECURE.MOUNTING.BRACKET TO - - 'w/MOUNTING BRACKET EXISTING ANTENNA PIPE MOUNTING BRACKETS W/ - - - - PROFESSIO SECURE MOUNTING BRACKET TO. MOUNT PIPE (2"0) 3/8,Z SST FASTENERS - �PIPE MOUNTING BRACKETS w/- s TYPICAL TYPICAL,3 Pu EA - 3/8-DIA SST FASTENERS - 1 TPIC_AL°3 PL EA - - JAMES " ' EXISTING P PROPOSED - DOWNTILT - - STR W t/a BRACKET - DOWNBRAC ILT TYPICAL " ldD.2006 TYPICAL. IXISTING/ EXISTING PRI CS ANTENNA�y - ANTENNA TYPICAL "• - :" TYPICAL EXISTING 2x2x1/8 HSS TOR RAIL' ; 'EXISTING `—2xlx i/B HSS-f6P RAIL PIPE MOUNTING �, PIPE:MOUNTING DRAWN BY: SS BRACKETS -BRACKETS, - . TYPICAL OF 2. TYPICAL OF 2' r t - i - � - CHECKED BY: MFJ RAND RAIL - HAND RAIL - SHEET'TITLE: VERTICAL.ANGLE - VERTICAL ANGLE 2vix1/8 HSS MID RAIL - �2xix1/8'HSS MITI RAIL CONSTRUCTION DETAILS OP OF TANK _ P OF.T _ _ I 1 SHEET NUMBER: 5 REMOTE RADIO HEAD REPLACEMENT s NEW REMOTE RADIO HEAD E-3 SCALE: NONE -E-3 SCALE:-NONE - G CJ _Q VW15.184-PCS - GENERAL NOTES: Existing Configuration New Configuration. 1. VERIFY COAX/FIBER CONFIGURATION,ANTENNA CONFIGURATION AND ANTENNA'HEIGHT WITH LATEST RF DATA"SHEET PRIOR TO INSTALLATION. 85D/PCs- PCS•LTE m 1 70�0 AaW8Cam S-L 700 AWS 8501 PoCCS-CDMA PCS-LTE. 2, THE CONTRACTOR SHALL SCHEDULE,AND SEQUENCE.THE WORK WITH THE OWNER'S REPRESENTATIVE AND VERIZON CONSTRUCTION MANAGER: ,A, Q Qom+ X X X. X X X 3: REPAIR-ANY.DAMAGE DURING CONSTRUCTION.TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS,TO"THE.SATISFACTION OF THE VERIZON CONSTRUCTION-MANAGER. 1/E�f l 0pwireless X XX X X X X X X i , X 4. THE CONTRACTOR.SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS,.METHODS,TECHNIQUES, SEQUENCING AND X X X X X X X X X X X X X X PROCEDURES FOR THE WORK: I. 400 FRIBERG PARKWAY X X X X X X X X X X X X X X 5. ALL EQUIPMENT TO BE INSTALLED.PER MANUFACTURER'S.RECOMMENDATIONS. WESTBOROUGH,MA. X�/ I 01581-3936- x X X X X X X X X X X X X x B. REPLACE:AND/OR(REUSE EXISTING-MOUNTING{HARDWARE; INSPECT FOR,DAMAGE, AND REPLACE IF NECESSARY TO THE SATISFACTION OF THE VERIZON.'CONSTRUCTIDN MANAGER: /\ /\ 7. EQUIPMENT LOCATIONS AND CONDITIONS TO BE,.FIELD VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION:CONTRACTOR SHALL NOTIFY ENGINEER:OF ANY DISCREPANCIES OR BE RESPONSIBLE FOR SAME. 330-3300 X xx X x -xx XX X X X x X X r. B: MATCH EXISTING ANTENNA TOP.EIEVATIONS AS ZONINGOR APPROVALS DICTATE. - ga INSTALL ALL EQUIPMENT, MOUNTING BRACKETS`AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SITE I 10. GROUND DISTRIBUTION.BOXES,MOUNTING PIPES,AND RRHs IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - 11. INSTALLED EQUIPMENT AND MOUNTING BRACKETS SHALL NOT INTERFERE WITH.CLIMBING ACCESS NOR ANY INSTALLED SAFETY DEVICES.. - °- AWS PCs I RRH RRH 700 aws Pcs CENTERVILLE_RELO_MA' RRH RRH RRH COAX/FIBER UPPER OC JSECTOR -RRH ANTENNAGRONDKITGROUND MOUNTINPIPE TowerShelter c Cap and weather 0 AWG A& FI M cc E RtLproof unused portS �a SECURE MOUN LNG TURTNING MILL BRACKET TO PIPEONSULTANTS INC. - - REMOTE'RADIO HEAD:. ETS W/�ALU 9442 WTTH BN DNA SST BOl DEVELOPERS,ENGINEERS AND. MO2/0 AWGMOUNTING BRACKET CONSTRUCTION MANAGERS 3� TSMOUNTING PIPE IT 3 POBOX 11W.SANDWIICHNMA02563 a) - JUNCTION BOXTEy(SY08)868-03e3-FAX:508 888a2S6,m ._ _ .turningmil tants.)mm WE)AWG " . _ 22" _ - tmtSUlREF SITE ADDRESS: - . .. ..o.. - REF. CONDUIT - - w 1 NOTES, 12"REF I- y ,3.45 OLD STAGE'ROAQ LTE700, PCs- AWS1 700/ t. BOND ANTENNA'GROUNDING X(r CABLE TO TOP`CIBE '• � CENTERVILLE;MA 02632 .BBU. 850 Cell COMA PCs- -650 Cell AWS/ PIPE MOUNTING BRACKETS Cell LTE 2, BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM GIBE., - TYPICAL OF 2 BBUs PCS-LTE' 4 - - BBUS. 3. TYPICAL FOR.ALL SECTORS. - ' PROPOSED REMOTE`RADIO HEAD - 2 GROUNDING SCHEMATIC DIAGRAM: PCS 625'RRH4x30-4R DETAIL SUBMITTALS -T� • E-4 SCALE,NONE SCALE: NONE SUOIVIIL IALS L r.. NOTE• . . 1.VERIFY COAX.CONFIGURATION,.ANTENNA CONFIGURATION AND.ANTENNA HEIGHT Y - WITH LATEST RF DATA SHEET:PRIOR TO INSTALLATION, �, 2.VIEW IS FROM BEHIND ANTENNA ARRAY LOOKING OUTWARDS. - • - r ANTENNA SYSTEM LAYOUT �,s.r ,.61 g .. E-4 SCALE:'.NONE - i - - B 10/15/15 ISS. FOR CONSTRUCTION. • - _ _ - _ _ TOP _ A 09/18/15 ISSUED FOR REVIEW - • - c, PROFESSIONAL'S_. I } TAMP ' UU REMOTE RADIO HEAD o - � • q.(1� 25.66 - -- ALU RRH2x60-AWS ... .I{� a"." - :J WITH-MOUNTING BRACKET MOUNTING PIPE e I P. n+, E I �I . FINISHED GRADE ._ ST OK�_ ` o e 15.7 ' ffY'��^--7.61 10.25^ - OR:PAVING y 1 TRENCH - - .t Z. FROM r. SIDE. RAYCAP DB-81-6C-12AB-OZ ... YELLOW G Q 68 . - �_ - •'i- - CAUTIONARY .. ./ REMOTE RADIO HEAD o e o NOTE:MOUNT UNR ON.ANTENNA.PIPE MOUNTS BEHINDANTENNAS TAPE DETAILI �V\ T I —COMPACTED ' o e EXIST • FILL e o o JUNCTION BOX . SCALE: NONE. - - I o o .REF y - / -�EXI TIPIC ARRLfIPLN I I I . III J0• RAWN BY: SS 21s"t O O p. o o f e _ I / \\\ I( CABLES C IN GATE CHECKED BY: MFJ PVC CORRUGATED 12't o e r1OA5" - I II I SHEET TITLE: •;Cw.4 i r.''•._. (P)VERIZON � WIRELESS TO REMOVE MOUNTING o 0 0 .III y` ,i=y, II ICABLES EXISTING GQAx CONSTRUCTION I BRACKETS o 0 0 1Si95' p 4 AL" FRONT sleE zQ.e e o '5' ymw 9 ° •o I _`''�'' DETAILS & NOTES III III \ = SAND �REF� _' 8.15' — 36 _ - I PROPOSED REMOTE RADIO HEAD FRONT SIDE MON. BOTTOM I 4 PCS B13 RRH4X30.4R DETAIL - RAYCAP R..DC-1064-PF-48 8 COAX/FIBER DUCT BANK SHEET- NUMBER: E-4 SCALE: NONE L O \ EXIST: RRH2X60 - E-4 SCALE: NONE SCALE: NONE - f 7- EXIST.SECTOR SURGE ARRESTOR DETAIL E-4 E-4 SCALE:-NONE - VW15.184-PCS i A PROJECT INFORMATION' y " SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE NUMBER: MA 12 8 5 SITE ADDRESS: 345 OLD STAGE ROAD CENTER33' N MA 02632 LATITUDE 41' 39' 33 SITE NAME: AWE-C E N T E RV I L L E MA oy LONGITUDE: 79 21' 06" W JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES ��a� �O� 345 O L D STAGE R O A D CURRENT USE: TELECOMMUNICATIONS FACILITY �,�® o4ss� C E N T E R V I L L E', MA 02632 PROPOSED USE: TELECOMMUNICATIONS FACILITY � BA R N STA B L E C 0 U N T?'I DESIGN GUIDELINE: LTE 3C-5C DRAWING INDEX REV LOCUS MAP GENERAL NOTES T-1 TITLE SHEET 0 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. 4 t - _ ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GN-1 GENERAL NOTES 0 4 ' <s � � , . DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING '* THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS A-1 COMPOUND AND EQUIPMENT PLANS 0 SPECIFICALLY ALLOWED. 4w - A-2 ELEVATIONS AND ANTENNA PLANS 0 .` �� r •�� ~ 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND A-3 DETAILS p PROJECT �` -" �`Y THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. k SITE ' S-1 STRUCTURAL DETAILS 0se -r R •. 16, 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON G-1 GROUNDING DETAILS AND ONE-LINE DIAGRAM 0 ' ,k.' ., ` * ,, , a , THE JOB SITE AND SHALL IMMEDIATELY NOTIFY,THE AT&T REPRESENTATIVE IN WRITING OF a _' ,. DISCREPANCIES BEFORE PROCEEDING WITH*THE WORK OR BE RESPONSIBLE FOR SAME. 11111121 4 CALL 4 DRIVING DIREGITONS FROM 550 COCHRTLATE ROAD, FRAMINGHAM, MA MAR C R. Gam`.+ START OUT HEADING SOUTHWEST FROM 550 COCHTNATE RDAD, FRAMING". MA TOWARD WHITTIER ST,' u. CHREfIEN '" RIGHT AT FORK AND MERGE ONTO G ROAD, 19THE E, TAKE EXIT RAMP 70 1-90 24C O IKE FOR 1-993 S� MERGEEEP BEFORE YOU D I G CIVIL ONTO 1-93 S. TAKE EXIT 7 ON LEFT TOWARD CAPE COD, MERGE ONTO MA-3 S. CONTINUE ONTO US-6 E. — No 40313 MERGE ONTO US-TOWARD E. TAKE EXIT 6 FOR MA-132 TOWARD BAR SHOO FLYING NIS, KELP RIGHT T FORK TO CALL TOLL FREE 811 OR 888 DIG-SAFE OONTINUE TOWARD SHOOTFLYIT� HILL ROAD, TURN RK,Wf ONTO SHOOTFLYING HILL ROAD, SLIGHT LEFT TO STAY ONTO SHOOTFLYING HILL ROAD. SLIOIT LEFT ONTO OLD STAGE ROAD. ENTRANCE TO SITE ON RIGHT. UNDERGROUND SERVICE ALERT SITE NUMBER: MA1285 N0' M* REVISM By C1°` ff— ADVANCED Sa COMMUNICATWNS SITE NAME: AWE-CENTERVILLE MA 07�„is m FM aw r nne Mac TITLE SHEET � 27 NDRTHWESTERN � at&t ENGINEERING GROUP, P.C. SALEM• NH 03079 345 OLD STAGE ROAD CivilEngioeesing-SiteDevelopment-Surveying-Telecommunications CENTERVILLE, MA 02632 550 COCHTTUATE ROAD, SUITE 13. �ceW a (40)6 0 FMINAI , M 01701-4681 $ E NO. Fsee: 4p1 4 ASL , T-'I GENERAL NOTES ELECTRICAL AND GROUNDING NOTES I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 15. USE #6 COPPER STRANDED WIRE WITH GREEII COLOR 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WiTH 14. THE CONTRACTOR SWILL COMPLY WITH ALL OSHA REQUIREMENTS 28. ALL ( INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS AS THEY APPLY TO THIS PROJECT. WHICH INTERFERE MTN THE EXECUTION OF THE WORK, SHALL BE AND LOCAL CODES. SPECIFIED)AND /2 SOLID TINNED BARE COPPER WIRE FOR BELOW OF ANY PUBUC AUTHORITY, MUNICIPAL AND UTILITY COMPANY REMOVED AND/OR CAPPED. PLUGGED OR OTFERWISE DISCONTINUED AT GRADE GROUNDING AS INDICATED ON THE DRAWING. SPECIFICATiONS, AND LOCAL AND STATE JURISDICTIONAL CODES 15. THE CONTRACTOR SHALL NOTIFY THE LESEE/UCENSEE POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 2.ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR US10 AND BEARING ON THE PERFORMANCE OF THE WOW, THE WORK REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE PROCURED PER SPECIFICATION REQUIREMENTS. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND PERFORMED ON THE PROJECT AND THE MATERIALS WALED SHALL CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN-CONFUCT BY THE EQUIPMENT. DRIVEWAY OR 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL. DESCRIBED DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WiTH REGULATIONS, AND ORDINANCES. UNTIL CONFLICT IS RESOLVED BY THE IJ E/LICENSEE BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO GALVANIZED STEEL. REPRESENTATIVE 29. GRAVEL, SHALL BE GRADED 70 A UNIFORM SLOPE, FTRTI ZED, PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET SEEDED AND COVERED WiTH MULCH UNLESS OTHERWISE NOTED. THE 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ELEVATIONS, CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS SM41GHTST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS PROPERTY LINES. ETC. ON THE JOB. SEDIMENTATION CONTROLS AT ALL TIMES RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGi.E. NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN INSPECTIONS. ALWAYS MAKE AT LEAST 12' RADIUS BENDS. /6 WIRE CAN BE THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 30. DURING CONSTRUCTION. PER FCC MANDATE. ENHANCED EMERGENCY BENT AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE (Egli) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS 5. ELECTRICAL AND TOM WIRING OUTSIDE A BUILDING AND EXPOSED TO WITHIN 8 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS MASHER GROUND BAR OR GROUNDING RING. HELD PRIOR 70 ANY SiTE WORK. CALL THE FOLLOWING FOR ALL 31. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR 70 ANY IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS IN UQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. I& CONNECTIONS 70 GROUND BARS SHALL BE MADE WITH OF NOTIFYING (IN WRiTNNG) THE LESEE/UCENSEE REPRESENTATIVE OF EXCAVATION ACTIVITY.Y. DIG SAFE SYSTEM (MA, ME, NH, R1, VI): GENERALLY DEPICTED ON THIS PLAN. ATTACHED TO OR MOUNTED HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INN TWO ANY CONPUCT8, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION 1-888-344-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4455 CLOSE PROXIMITY TO THE SITS RADIO CABINETS. PROJECT OWNER 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. COMPOUND TO ALL LOCATIONS. IBITING OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE RESERVES THE RIGHT 70 MAKE REASONABLE MODIFICATIONS TO E911 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 18.THE CONTRACTOR S RESPONSIBI E FOR PROVIDING ALL EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 7. ELECTRICAL WIRING SWILL BE COPPER WiTH TYPE XHHW, THWN, ORCOSTL 19. BOND ANTENNA MOUNTING BRACKETS. COAXIAL CABLE GROUND OTHER OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL SPECIFICATIONS THIN INSULATION. KITS, AND ALMA TO EGS PLACED NEAR THE ANTENNA LOCATION. OTHERWISE LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS 32. APPLICABLE BUILDING CODES: B. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY SHOWN HEREIN. 20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBCONTRACTOR'S WORK SHALL COMPLY WiTH ALL APPLICABLE DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED TYPE GROUND CONNECTIONS. MATERIALS, EQUIPMENT. LABOR AND ALL OTHER MATERIALS AND 19. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE COORDINATE LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE INSTALLATION WITH UTILITY COMPANY. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMN I DIRECTIONAL DESCRIBED HEREIN. EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON ELECTRONIC THE DATE OF CONTRACT AWARD SWILL GOVERN THE DESIGN. 9. RUN TELL CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY MARKER (EMS) BALLS OVER EACH GROUND DIAENISIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. DEMARCATION POINT AND PROJECT ONMIER CELL SiTE TELCO CABINET AND ROD AND BONDING POINT BETWEEN EXISTING TOWER 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE / G SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF BUILDING CODE- BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING WIG. WiTH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN NO NORTH ARROW SHOWN ON PIONS STRU T TO APPROXIMATE TRUE PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE IN EACH INSTALLED NORTH. PRIOR TO THE STARE OF CONSTRUCTION.R A TOR ORDERING OR 22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FABWCATING OF ANTENNA MOUNTS,.CONTRACTOR SWU1:CONSULT MASSACHUSETTS STATE BUILDING.CODE 87H EDITION . TELCO CONDUIT. RECORD RESULTS FOR PROJECT CLOSE-0UT DOCUMENTATION. 5 WITH PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ELECTRICAL. CODE: MASSACHUSETTS 527 CMR 12-00 (NEC 2014) OHMS MAXIMUM RESISTANCE REQUIRED. W THE CONTRACTOR SHAD OBTAIN AUTHORIZATION TO PROCEED ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. UGHTiNG CODE: MASSACHUSETTS 527 CMR 12.•00 (NEC 2014) 10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT AND BETWEEN SITS AND PROJECT OWNER CELL SITE TELCO SERVICE 21 CONTRACTOR SHALL CONDUCT ANTENNA, COAX, AND LNA CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT 21. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SWILL BE suBc TRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF CABINET.ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE RETURN-LOSS AND DISTANCE- T0-FAULT MEASUREMENTS SWEEP DOCUMENTS. RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH THE FOLLOWING STANDARDS: THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 7. THE CONTRACTOR SHALL. INSTAL.ALL EQUIPMENT AND MATERIALS MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER. THE 11.ALL fOUiPMENT LOCATED OUTSIDE SHALL HAVE NEVI 3R ENCLOSURE. ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES 22. ANTENNA INSTALLATION SWILL BE CONDUCTED BY FIELD CREWS REQUIREMENTS FOR STRUCTURAL CONCRETE; 12. PPC SUPPLIED BY PROJECT OWNER. TAKE PRECEDENCE EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) TRANSMISSION LINES AND SUPPORT STRUCTURES. 11 GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION MANUAL OF STEEL CONSTRUCTION. ASD, NINTH EDITION; GROUNDING, BONDING AND LIGHTNING PROTECTION SHAD_ BE DONE IN DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND 23. COAXIAL.CABLE CONNECTORS AND TRANSMITTER EQUIPMENT ACCORDANCE WITH ?-MOBILE BIS SITE GROUNDING STANDARDS'. ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL SHALL SE PROVIDED BY THE PROJECT OWNER AND S NOT INCLUDED TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TW) 222-G. PERSONNEL INVOLVE)WITH THE PROJECT. 14. GROUND COAXIAL CABLE SHIED MINIMUM AT BOTH ENDS USING IN THESE CONSTRUCTION DOCUMENTS A SCHEDULE OF PROJECT STRUCTURAL STANDARDS FOR STEELtgN OF At OWNER SUPPLIED MATERIALS S ATTACHE)TO THE BID DOCUMENTS MANUFACTURERS COAX CABLE GROUNDING KTIS SUPPLIED BY PROJECT' �� ' 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT OWNER. p`� G SOLELY (SEE EXHIBIT 3). ALL OTHER HARDWARE TO BE PROVIDED BY THE ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER Via'. 'MARC. ; !� DESCRIBED HERON-THE CONTRACTOR SHALL BE METHODS, CONTRACTOR. CONNECTION HARDWARE SHAD_ BE STAINLESS STEEL TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. a RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, v:' ChLRETIEN' I?SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS 24. WHEN 'PAINT TO MATCH' IS SPECIFIED FOR ANTENNA FOR ANY CONFLICTS BETWEEN SECTIONS OF LS70 CODES AND OF THE WORK UNDER THE CONTRACT. CIVIL. CONCEALMENT, PANT PRODUCT FOR ANTENNA RADOME SHALL BE STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR NO 40313 10. THE CONTRACTOR SHALT. BE RESPONSIBLE FOR PROVIDING ALL SHERWIN WILLIAMS COROTHIWE H. SURFACE PREPARATION AND OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND APPLICATION SHALL SE IN ACCORDANCE WiTH THE MANUFACTURER'S GOVERN. WHERE THERE S CONFLICT BETWEEN A.GENERAL q� 'PEQ13TEpE� MAINTAINING ALL LINES AND GRADES REQUIRED 70 CONSTRUCT ALL SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC t9 IMPROVEMENTS AS SHOWN HEREIN. REQUIREMENT SHALL GOVERN. � L 25. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CAME I 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK ELECTRICAL AND TELECOMMUNICATION SERVICE SWLLL BE THE SOLE BY THE ARCHRECT/ENGINFER, THE STATE, COUNTY OR LOCAL RESPONSIBU Y OF THE CONTRACTOR. GOVERNMENT AUTHORiiY. 26. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO COMPANY REQUIREMENTS AND SPECIFICATIONS. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURING. ABBREVIATION S ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK. THE 27.ALL (E)ACTiVE SEWER, WATER, GAS, ELECTRIC, AND OTHER CONTRACTOR SHLLL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. I& THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. DIRT, DEBITS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED -REMAINING ON THE PROPERTY. PREMISES SHALL SE LEFT IN CLEAN CREW. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF SITS BASE TRANSCEIVER STATION (P) PROPOSED/NEW TBR TO BE REMOVED ANY NATURE. (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED EG EQUIPMENT GROUND REF REFERENCE AND REPLACED EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL (F) FUTURE . SITE NUMBER: MA1285 NO. am `eASIM By cw } } 0 07/14/18 ISSUED FOR REMEYM A48 MNiC sa COMMUNICATIONS SITE NAME: AWE-CENTERVILLE MA at8(t GENERAL NOTES N- ADVANCED 27 NORTHWESTERN DRIVE ENGINEERING GROUP, P.C. SALEM. NH 03079 345 OLD STAGE ROAD Civil Engicee*-Site Development-Surveying-Telecommunicetioos CENTERVILLE. MA 02632 550 COCHITUATE ROAD, SUITE 13, er a RI02914 '?':(4�oiO6ii635a3 T3ARNSTAIBLE COUNTY FRAMINGHAM, MA 01701-4681 SHEET No. GN-1 HALF SIZE PRINT THIS DRAWING tS SCALEABLE AT HALF THE NOTED SCALE (E) WATER TANK (E) COAX CABLE ENTRY PORT (E) LTE GPS ANTENNA (E) LINEAGE POWER INFINITY (E) GSM UMTS D 24V DC POWER PLANT GPS ANTENNA OF=q F=l F=q (E) ENTRY PORT IN FLOOR — (9) O O VO CONDUITS (E)nGSM o 0 CABINET CABINET ' (E) HVAC / (E) FlF RACK E) TELCO BACKBOARD (E) DIPLF7(ERS ra i (E) (P) AT&T ANTENNAS AND � E) PANEL A' / (P) TRIPLEXERS (1PX-070821) i EQUIPMENT ON WATER TANK RAILING AND ATS MOUNTED TO (E) CABLE LADDER, TYP. OF(2) PER SECTOR, (6)TOTAL ' / (E) 23• RACK NEW CABLES TO FOLLOW ROUTE OF (E)CABLES: ♦ (P)(1) 18PR FIBER TRUNK (E) BATTERY ' (PX2) TIC TRUNK #8 AWG 3PR CABLES SWAP (E)(6) RADIOS FOR (P)(24) STACK (P)(1) A2 FIBER CABLE• RADIOS (RAYCAP DC12-48-60-RM), I I woo 40 (E) GENERATOR (12) RADIOS PER 3C/4C INSTALLATION. i I (E) UMTS (E) HVAC ♦ (12) RADIOS PER 5C INSTALLATION t t I CABINET ------ ' - POWER SHELF(MGM DC COW) I ' ADDED TO (E) RACK, TYP. OF(1) I I (E) PROPANE TANK i " ' i (E) RRUW RACK W/ NEW CABLES TO FOLLOW ROUTE OF(E) CABLES: L-----------------� INFINITY D 48 CONY t(P)(1) ISPR FIBER TRUNK 4 2 (P) 65OMH. RRH (RRUS-11) MOUNTED TO (P�(I AA22 FIBER CAME �CARIES -(E)AT&T MAPMENT 1 SHELTER WALL. TYP. OF (1) PER SECTOR, (3) INSIDE (E) SHELTER A-2 A-3 TOTAL (STACKED), EACH EQUIPPED WITH SURGE ARRESTORS (COMMSCOPE APTDC-BDFDM-D", TYP. OF (2) PER EACH RRH e EQUIPMENT SHELTER PLAN �P��g0F8P4" 1 PARTIAL COMPOUND PLAN © A-1 SCALE 1/rmr-o• as cy�� A-1 SCALE; 1/8--1--0• NORTH DRAPHhc s o MARGR NORTH 0' 1' 2 4T 6' u > CHRETIEN 0' 4' 24' CIVIL No.40313, •. '°N 'PEOISTFcA�� O Sg �� • I W. DAMREVISIONS BY OwSITE NUMBER: MA1285 Sal COMMUNICAnom SITE NAME: AWE-CENTERVILLE MA at&t 0 07/14/18 ISSUo IN MOM Aye MRc COMPOUND AND ADVANCED 27 NORTHWESTERN DRIVE EQUIPMENT PLANS ' ENGINEERING GROUP, P.C. tea• NH 03079 345 OLD STAGE ROAD Civil Eggiaening-Site Develop=t-Surveying-Tel,'411 4-1400s CENTERVILLE, MA 02632 550 COCHTTUAT'E ROAD, SUITE 13. 50ON Bence R102914 fare.(01I633b354I BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SHEET NO. A—'I — PROPOSED AT&T ANTENNA MODIFICATIONS A-2 (�04ARGED ANTENNA�A�) 6'-0" MIN. HALF SIZE PRINT r -r THIs DRAWING IN SGALEABIE OF(P) ANTENNAS(MATCH EXISTING) I I 1 ( )AT&T LTE ANTENNA (QUINTEL. (E) AT&T GSM ANTENNA, TYP. AT HALF THE NOTED SCa1F 'r ELEV. m 169't AGL- - - (E) WATER TANK DOME P OF (1) PER SECTOR. (3) TOTAL -- - - A-3 QS66510-6) ON (P) PIPE, TYP NNA. TYP. TOP OF (E) TANK RIM OF (1) PER SEC OR' (3) TOTAL OF) AT&T LTE(i) PER SECTOR, TOTAL ELEV. = 162't AGL t ` I 2 (P) AT&T RRH (RRUS-32) (E) AT&T RRH (RRUS-11), TYP f'*`S� 441 I A_3 ON (P) PIPE, TYP OF (1 OF (2) PER SECTOR, (6) TOTAL (P) FIBER TRUNK AND DC CABLES T ; PER SECTOR, (3) TOTAL I I II i o� MARC.R. FOLLOW (E) CON(GABLES THROUGH u (E) RAILING, TYP. " CHRETIEN !� U/G CONDUIT TO(P) FBER POWER (E) TMA TYP. OF (2) PER CIVIL CONNECTOR 1 SECTOR, (6) TOTAL I No.40313 1 0 1 9Q O/ST;EW t (P)AT&T RRH (RRUS-12 & A2) (E) RAILING SUPPORT) PER , TYP. ON A-3 (P) PIPE. TYP )1 TOTAL Q 4 it ' (E) WATER TANK DOME (P) SURGE ARRESTOR (RAYCAP DC8-48-6D-18-8C)e ON (P) PIPE. TYP OF (1) A-3 1 . t NEW CABLES TO FOLLOW ROUTE OF (E) GABLES: 2 EXISTING ANTENNA PLAN j (P)(1) 18PR FIBER TRUNK A-2 SCALE: 1/r - 1'--O' re e< sa Q I (P)(2) DC TRUNK A8 AWc 3PR CABLES (P) AT&T LTE ANTENNA (QUINiEL 1 OF(E) ANTENNAS (BY OTHERS) _ 1 (P)(1)A2 FIBER GIBE QS66510-6) ON (P) PIPE. TYP `r ELEV. = 103't AGL �f OF (1) PER SECTOR. 3 (E) AT&T GSM ANTENNA, TYP. OF(1) () TOTAL A-3 t (E) AT&T LTE ANTENNA TYP. �/b Q' PER SECTOR, (3) TOTAL (SECTOR ALPHA Q� 1 OF (1) PER SECTOR, (3) TOTAL /N off/ , & BETA ANTENNAS TO BE RELOCATED) (E) AT&T LTE ANTENNA, TYP. 1 / h4�i�� OF (1) PER SECTOR, (3) TOTAL / r j (E) RAUNG SUPPORT, TYP. / (E) AT&T GSM ANTENNA, TYP. (E) RAILING I OF (1) PER SECTOR, (3) SUPPORT, TYP. (P) RELOCATION OF(E) AT&T I TOTAL (TO BE REMOVED) GSM ANTENNA FROM POS-3 t TO POS-4, TV. OF (1) PER i (E) RAILING,-TYP. R. (3)IOTA I (E) RAILING, TYP. (P)AT&T RRH (RRUS-32) 2 t ON (P) PIPE, TYP OF (1) (E) WATER TANK PEDESTAL I SECTOR C PER SECTOR, (3) TOTAL A-3 1 2f8 SECTOR C I — (P)AT&T RRH (WUS-12 & A2)(A3) ON (P) PIPE, TIP OF (1) 1 SECTOR C ❑ SECTOR, (3) TOTAL 1 t 270 SECTOR C T1� n 1 (E) CABLE ENTRY HOOD,TYP. 1Y SECTOR� C (E) SURGE TYP. OF (1) SECTOR C (E) CABLE ENTRY HOOD, TYP. 1IF(r-- (E) SURGE, TYP. OF (1) (E) AT&T RRH (RRUS-11), TYP OF (2) PER SECTOR, (6) TOTAL (E) TMA, TYP. OF (2) PER (E) AT&T RRH (RRUS-it), TYP SECTOR, (6) TOTAL OF (2) PER SECTOR, (6) TOTAL 1 (E) TMA, TYP. OF (2) PER � .� (P) SURGE ARRESTOR SECTOR. (6) TOTAL X \ 3 (RAYCAP DC6-48-60-18-8C) 1 (E) ANTENNAS \s �� A-3 ON (P) PIPE. TYP OF (1) \ t (BY OTHERS), TYP. ' (E) PROPANE TANK- �`�` ,�ANTE NNAS 8 ; (E)AT&T EQUIPMENT \� (BY OTHERS), M. SHELTER L 3 EXISTING ANTENNA PLAN r (E) GENERATOR . A-2 SCALE 1/r= 1'-0• e PROPOSED ANTENNA PLAN A-2 SCALE 1/4- =1'-O' (E) GRADE I rigid ELEV. = 0't I r< ar re t eELEVATION `-------------r A-2 SGLLE 3/32'-1'-0' SITE NUMBER: MA1285 NO. am REVISIONS Irf CHK } } 0 07/14/18 IMM FOR REVIEW maMRC ELEVATIONS AND SAI COMMUNICATIONSSITE NAME: AWE-CENTERVILLE MA a &t ENGINEERING N- ADVANCED � 2�NH�N 345 OLD STAGE ROAD ,r ANTENNA PLANS a Civil Engineering-Site Development-Surveying-TelemmmmicatioaeL CENTERVILLE, MA 02632 550 COCHTTUATE ROAD, SUITE 13, 500 NoAh Broadway Phone:(40I)354.2403 BARNSTABLE COUNTY A-2 East Fro dB,:e RI02914 Fax: 401)633.6354 FRAMINGHAM. MA 01701-4681 SHEET NO. ERICSSON RRUS-32 ERICSSON RRUS-11 RAYCAP DC6-48-60-18-8C -DIMENSIONS (H x W x D): -DIMENSIONS (H x W x D).- 19.7' x 17.0' x 72' (INCLUDES SUNSHIELD) NUMBER OF RADIOS PROTECTED: 6 26.7' x 12.1' x 6.7• -WEIGHT: 50 LBS - SUPPRESSION CONNECTION MEnM. COMPRESSION LUG, #2-#14 AWG COPPER, (SELF-CLIMATE -4(rc To +wc • -WEIGHT: 60 19S _POWER CONSUMPTION: 2200 WATTS (TYP-) CTKIN SEEM, NO FANS, IP55) ENVIRONMENTAL RATING: Net 7M 7�MINUM 10` b. WEIGHT: 32.8 LBS (141.45 N) • 4 00o rn'• i eoeoe \ \yl 18.5` ME h ```r r oso eee 9 11' 3 SURGE ARRESTOR DETAIL °so• 3 A-3 SCALE:N.T.S. I f ERICSSON RRUS A2 (P) 2` SCH-40 (Y-6' LONG) PIPE MAST, TYP. OF (1) -DIMENSIONS (H x W x D): 16.4' x 15.1' x 3.4' (INCLUDES SUNSHIELD) C4 -WEIGHT- 22 LBS (P) SURGE ARRESTOR QS66510-6 . A33 (RAYCAP DCS-48-60-1 i yy a ON (P) PIPE, TYP OF (1) MANUFACTURER: QUINTET- PROPOSED (E);HORIZONTAL T52x2 DIMENSIONS (MM). 72`x12•x9.6• MOUNTED SUPPORr FRAME, TYP.OF (2) WEIGHT: 98 LBS. RRH i PROPOSED t PIPE MOUNT } e 18 54 ADAPTOR. MOUNTINGCROSSCIVER POLE (TYP) (PRO P 1PK OR APPROVED ERICSSON RRUS-12 . EQUAL.),.TYP, of(2) 1 -DIMENSIONS (H x W x D): RRUS-A2 20.4' x18.5' x7.5' I C> (INCLUDES SUNSHIELD)' (E) STEEL BAND, TIP. 04 WEI%f: 50 LBS EMUS-12 4 OF Los (E) WATER TANK DOME • off, :' �'yG� ®aa MARL a CHRETIEN' ` 1 ANTENNA DETAILS NOTES, CIVIL RRU CAN 9=BE PAINTED ON SOLAR SHIELD. No.4031'3: A-3 SCALE 1 1/2` _ r-o• �qo SSQIsTEp�� a., SURGE MOUNT DETAIL 2 r p. 2 REMOTE RADIO HEAD (RRH) DETAILS s-1 scAL .1 1/2' _ ,�-o' 4 A-3 SCALE:N.T.S. ~` N- ADVANCED SITE NUMBER: MA1286 N0. am �1M BY Cw �No�MRRN SITE NAME: AWE-CENTERVILLE MA C�ISCI o 0��,4�,e frorew AnaDETAILS ENGINEERING GROUP, P.C. SAI EM. NH 03079 345 OLD STAGE ROAD `S Civil Engineering-Site Development-Surveying-Telecommunications CENTERVILLE. MA 02632 550 COCHITUATE ROAD, SUITE 13, 500NaMBmad"y Phoee:(4p1)314-1403 BARNSTABL.E COUNTY EastPmVldence,R102914 Fax: 401 633.6354 FRAMINGHAM. MA 01701-4681 $HEFT N0. A-3 . j e t� I, • (E) EQUIPMENT SHELTER WALL / (P) 1/4.0 LAG SCREW, TYP. ,;:2-1/2- EMBEDMENT INTO STUD (E) 2' SCH-40 PIPE MAST, TYP. (P) 2- SCH-40 (5'—r LONG) PIPE MAST, TYP. OF (1) PER SECTOR, (3)TOTAL (P) P1000 UNISTRUT CHANNEL. M. (P) AT&T LTE ANTENNA (QUMTFl i 2 (P) AT&T RRH (RRUS-12 8 A2) QS66510-6) ON (P) PIPE, TYP (E) TMA TYP. OF (2) PER OF (i) PER SECTOR, (3) TOTAL A-3 SECTOR. (3) TOTAL (P) REMOTE RADIO HEAD (RRH) MOUNT PER MANUFACTURER'S SPECIFlCATIONS) SECTOR, (6).TOTAL ON (P) PIPE, TYP OF(1) PER � (E) PIPE MOUNT s ASSEMBLY, TYP. OF (2) - � i OF(P)ANTENI�IS(I TCH ELb _ 2-%1�4.eEDMExr iNro,s m ELEV. - 169't ACL a (P)'UNISTRUT NUT. TYP. (E) HORIZONTAL TS2x2 SUPPORT FRAME, TYP. OFF ({2)(E) HORIZONTAL SUPPORT FRAME, TYP. OF (2) 2) (P) PIOOO UNISTRUT CHANNEL (1'—B' LONG) . TYP. RRH (RRUS-32) O (P) ON (P) PIPE,TYP OF (1) 40 A-3 PER SECTOR, (3) TOTAL 'N (P) REMOTE RADIO HEAD (P) CROSSOVER PLATE KIT (SITE PRO MOUNT PER MANUFACTURER'S SPECIFICATIONS) PART: SCX1—K OR APPROVED EQUAL). TYP. OF (2) PER SECTOR, (6) TOTAL . (E) STEEL BAND. TYP. ((E) STEEL BAND, TYP. - (E) WATER TANK DOME cI (E) WATER TANK DOME 3 INTERIOR RRH MOUNT DETAIL t S-1 SCALE: I*— 1'-0' re r-r IVIA CHRETIEN 1 ANTENNA MOUNT DETAIL 2 RRH MOUNT DETAIL CIVIL No.-4013 S-1 SCALE:1 1/2- 1'-0' S-1 SCALE:1 1/2' - 1'-0' Aqo Af01ST@ado SITE NUMBER: MA1285 N0' DATE REVOM er cw 0 07/14/16 ISSUED FOR REVIEW AAS MRO Sa COMMUNICATIONS SITE NAME: AWE-CENTERVILLE MA :G�tBCt:' STRUCTURAL DETAILS N- ADVANCED A 27 NORTHWESTERN DRIVE ENGINEERING GROUP, P.C. SALEM. NH 03079 345 OLD STAGE ROAD coL �--'� CivilWneering-SiteDevelopment-Surveying-Telemmunieations CENTERVILLE, MA 02632 550 COCHTTUATE ROAD, SUITE 13. 5 Pam Bnie 02914 �`' aoi�iasisa i3ARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SHEET NO. S-1 i CIRCUITR ACCA ANTENNA COE COVER ASSMY ® ElECfRIC EIOX MG AMIWAN WIRE WE 70 ANTENIIA FRO BICw BARE TINNED COPPER WIRE I f STAINLESS ^ ANTENNA ELECTRICAL CONDUIT C CONDUIT GROUND LUG STANDARD STEEL It COAX MUM GROUND BAR DaEIN AL GROUNDING;KIT(�) IXOIHERMC CONNECTION DON GXf DRAWING ONLY ANTENNA BGR�) GROUNDING CABLE TWO HOLE COPPER WEATHER COMPRESSION TERMINAL PROOFING rt ■ (IADWEID)10 GROUND RING AND DWG ORAWIG COMPRESSION TD GROUND HAIR EGB EXTERNAL GROUND BAR SEE NOTE 1. #e AWG(PROVIDED wim JUMPER ITEWII KIT(IYP.) o' DISCONNECT SWITH (� 1118AG GROUNDING KIT TYP) 4 - GROUND gAR ONLY WHEN 1-1/4'0 ® GROUND � GFUIURE;ENERATOR #2 AWG t1CW LUG(lYP) CAE M�!A A AND LARGER(IYP.) - STANDARD RUND ROD WITH ACCESS M GROUND FAULT ORM NITRRUPIER ANTENNA GROUND BAR ` JT G;TtOUND GROUND MM FLAT WASHER, TYP. CONNECTOR ') • MECHANICAL GROUND CONN. GP GLOBAL POMIDI D SYSIEM ( (BOTTOM)SEf �� l4 LOCK WASH 3/8'x1-1/a' HEX I TN ® GROUND ACCESS WELL NR INTERDR GROUND RN(HALO) i BOLT — GROUNDING WIRE MIGB MOM NOIAIM GROUND 8AR (2) #2 AWG BCW #6 AWG LUG NUT, TYP. ® GENERATOR (P) PROPM NEW UNLESS NOTED (PROVIDE OWSE)NO NSIALL I B1S VIA TRAY OR K�BRIDGE GROUND ANTENNA CABLE OM .r� FUSE PCs PERSONAL COLMMOCtGDN sow 2 AWG BCW I GROUND BAR ��E(ITYP) FRAME SUPPORT Y FROM �ME COPPER TO BE COMMscoPE ION GROUND BUS PRC PRAANt�f RADIO CABINET Po N D —� G� � �ABSOLUTE MINIMUM, ND NO.GB-0414-iE ® BAR PVC POLYVINYL CHLORIDE OO DINf REVISION RGS Po�GAUNCED STEEL 'A-A• INSULATION ALLOWED ALWFIHINM THE OR EQUAL COLA 117IIIWAL(TYPICAL) m TELEPHONE S.L.D.wy RACE1W NOTE NOTES:SINGLE LINE DIAGRAM NNM OF GROUND BARS MAY VARY DEFENDING ON THE TYPE OF 1 'DOUBLING UP'OR'STAGQNG'OF CONNECTION IS NOT PERMITTED. #2� E� AIM CAME TRAYaGw/MU;B AWG BCW. BONDED 70 GROUND� Tl IIUIY TEL TELEIM E TOWER.ANTENNA LOCA70 AND CONNffM ANTENNA LOCATION AND 2:OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCA71ONS �Qg; ® MAR TYP. TYPR;IV. CD1#071ON ORIENTATION.PROVDF AS REQUIRED 3. CADME]D DOWN IM FROM LIPPER EGB,LOWER EN,AND MG8 1.DO NOT INSTANT CABLE GROUND KIT AT A BEND AND ALWAYS e XIT(;BOUND WP WEATHERPROOF EQUIPMENT 2 A SEPARATE GROIN I)BAR TO BE USED FOR CPS ANTENNA IT REWIRED. 4.ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION DIRECT GROUND WIRE DOWN TO MOIL A ROD , ELEC. /GROUNDING LEGEND �1 TYP. ANTENNA CABLE GROUNDING 3 TYP. GROUND BAR CONNECTION a TYP. GROUND WIRE TO GROUND BAR CONN. G-1 SCALE N.T.S. G-1 SCALE:N.T.S. G-i SCALE:N.T.S. G-1 SCALE N.T.S. _ I " f y 1 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND 9AR 'Antenna>... Anteana'2 Antenna3 :Anienna4 WIRELESS SOLUTIONS INC. _ SHALL HAVE AN IDENDFlCA110N TAG ATTACHED AT EACH END THAT 'setdWint &orao.sm s„z+atrarni Rrt,a:6arct rnattr..m &w�IDieM. Bmwbim &nano.tntl graaniw:at ` - - _ WILL IDENTIFY ITS ORIGIN AND DESTINATION, :tit lrnm to m. snvvr wau 1 :ow qnTool" N0. REQ. PART N0. DESCRIPTION 1w, - Q1 1 HLGB-0420-IS SOLID GND. ELAR (20'x4'xt/4' SECTION I' - SURGE PRODUCERS >ct:ifn5n •c5f�i -;Ina as/-ay da/r ,_N.aS wStaT .•!•j-ss - ul5y`d5 9'S1:Pf5 2 WALL MTG. BII(T. CABLE ENTRY PORTS (HATCH PLANES) (12) - O3 2 INSULATORS 1GACA� (IF AVAILABLE) (#2) iw.t tn:t •+ .w+ PEt � ND �tAR O 4 5/8'-llxl' H.H.C.S. COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) !. _ +24V POWER APPLY RETURN BAR (12) { Q5 4 5/8 LOCKWASHER -48V POWER APPLY RETURN BAR (12) 2 RECTIFIER FRAMES. n m m SECIlONI.A' SURGE ABSORBERS 0 a INTERIOR GROUND RING (#2) 1 0 0,,0 n 0000 0 5 4 EXTERNAL EARTH GROUND FIELD (BIKED GROUND RING) (12) a e p p p Q p e Oo a o METNJJC COLD WATER PIPE (IF AVAILABLE) (12) w t M u ®p o p o e e s a° BUILDING STEEL (IF AVAILABLE) (#2) to 6 TYP. GROUND BAR CONN. ALL GROUNDING SHALL BE DONE G-1 SCALE:N. IN ACCORDANCE WITH THE AT&T MOBILITY GROUNDING GUIDE. ANTENNA COAX RRH GND KIT SURGE GND KIT ARRESTOR GND' Mcc lCc� ," GM ORT GND BAR GND BAR GOLD BAR COAX PORT _ D _GND_ ' ,•� .. fN;Mint. .. .. . t w.. •iF-r^ .•L 9I ; § ._ -.__-__- ASH_" �,� EQUIPMENT RACK _ GND KIT hs RBS 6601 0000 UPPER GROUND BAR AT 000 GND KIT og MARL R: New BOTTOM LEVEL GROUND BAR (1N SURGE PROTDCNION " CHRETIEN +'Rif+ .,- •t1M557xYg4n - GROUND BAR (E) BONDING SHELTER SYSTEM CIVIL. ao,zaa AT TOWER JUMPER GND KIT NO.4.0313 . tr_nusi ,cwiMnr': �rws: e EXTERIOR r '�f0N32EN�0 DL2 INSIDE EQUIPMENT SHELTER 5 ONE LINE PLUMBING DIAGRAM 7 ONE LINE GROUNDING DIAGRAM G-1 SCALE N.T.S. G-1 SCALE N.T.S. ' SITE NUMBER: MA1285 } {- N0' °�'� ` 10NS �` °MC ff5ADVANCED sa coMMUNICANIONs SITE NAME: AWE-CENTERVILLE MA ' `�c 0 07/14/ ISSUM FM RLNlw me MRC GROUNDING DETAILS AND ,;RTHw N o�vE 345 OLD STAGE ROAD lONE LINE DIAGRAM ENGINEERING GRUP, P.C. 03079 Civil Engincaing-Site Development-Smeying-Telecommunications CENTERVILLE. MA 02632 550 COCHITUATE ROAD, SUITE 13. f ^-A SOONo,j11 -y Phone:(401)354-2403 E3ARNSTAL3LE COUNTY FRAMINGHAM, MA 01701-4681 SHEET NO. V 1 Fast Providence,RI 02914 Fetf: 401 633fi354 r (E) TOWN WHIP ANTENNA, TYP. (E) VERIZON GPS ANTENNA (E) VERIZON PANEL ANTENNA, TYP. �,`Y' ;F M4S." ATTACHED TO SHELTER ( OF 4 PER SECTOR (12 TOTAL) ( a (E) 8' TALL CHAIN LINK ! ENO (E) (3) LARGE JUNCTION BOXES AND (9) t It " FENCE W/BARBED WIRES + RRH's BEHIND ANTENNA PIPE MOUNT. 1,2 �� ra _ 31° REMOVE AND REPLACE (E) (1) AWS RRH, S-1 �P� c O (E) CONC. CEN METER TYP. OF 1 PER SECTOR (3 TOTAL) j3L1ILDING 0 , r ;r .. ' PAD (E) HAND NOV 212011 t o HOLE \ c��vL 1 Q TOWN 0`gAR(�4ST �3LE S-1 _ (E) TELCO o w BOXES w i- REMOVE AND REPLACE (E) PIPE GENERAL NOTES --- o W/(P) SCH40 GALV. (2.875" O.D. a � z x 0.203" WALL) MOUNTING PIPE 1. VERIFY COAX CONFIGURATION, ANTENNA CPZ n w oz 4 (7'-0" LONG), TYP. OF 1 PER CONFIGURATION, AND ANTENNA HEIGHT WITH (E) 12' WIDE (E) MESA -- w t SECTOR FOR EACH 700 ANTENNA LATEST RF DATA SHEET PRIOR TO ACCESS GATE w CABINET w (n III „" II (3 TOTAL). REPLACE (E) MOUNT INSTALLATION. 0 a LJ ':U I LIL;LII� LJ BRACKET ANGLE, TYP. OF 2 PER 2• THE CONTRACTOR SHALL SCHEDULE AND (E) SPRINT/NEXTEL z z Y nn I' ;-� n rl SEQUENCE ALL REQUIRED WORK WITH THE SHELTER z w z IJ� ��'IL�'JQ�J��D�L ANTENNA PIPE (6 TOTAL) ��1I fr 1� FI OWNER'S REPRESENTATIVE AND CONSTRUCTION Uj' ~ Q a �Ll� 1.1f:�-��-' n (i_ll__l��l...l� MANAGER. E VERIZON UNDERGROUND COAX w w r (�' '! 'rr ((i i r 3. REPAIR ANY DAMAGE DURING CONSTRUCTION TO ( ) a a �_L)�UL;_�LII��L 1� DUCT BANK W/(20) 1 5/8" Q z I- ! � MATCH EXISTING PRE-CONSTRUCTION �UnriiI��u�JC�G�In (E) PANEL CONDITIONS TO THE SATISFACTION OF THE COAXIAL AND HYBRID CABLES OF ( �pO 1- a u �j 1� L(� n ANTENNA (E) VERIZON GPS ANTENNA CONSTRUCTION MANAGER WHICH (6) 1 5/8" COAXIAL r w z w uu u��llu uu L (BY OTHERS) ATTACHED TO SHELTER 4. THE CONTRACTOR SHALL SUPERVISE AND CABLES AND (3) HYBRID CABLES oN a jCC��pQaa I I �, DIRECT THE PROJECT DESCRIBED HEREIN. THE IN USE (PER LATEST RFDS) / _ E o jJ� � (E) VERIZON CONTRACTOR SHALL BE RESPONSIBLE FOR ALL _ `U I- l SHELTER CONSTRUCTION MEANS, METHODS, TECHNIQUES, aao��a ��aaaa� o n SEQUENCES AND PROCEDURES FOR THE WORK. 1 (P) ANTENNA 0) (E) VERIZON UNDERGROUND COAX 5. ANTENNAS & EQUIPMENT TO BE INSTALLED PER � DUCT BANK W/(20) 1 5/8" COAXIAL MANUFACTURER'S RECOMMENDATIONS & GLOBAL ��C�C[��i S-1 PLAN _. _ c2 HU(�!Jf1F1��F��(��a� AND HYBRID CABLES OF WHICH (6) 1 STRUCTURAL ANALYSIS OF TOWER (BY OTHERS) (E) AT&T aoaal�!�UU U u 5/8" COAXIAL CABLES AND (3) HYBRID 6. REPLACE AND/OR REUSE (E) MOUNTING SHELTER a��a�an�aaDUD CABLES IN USE (PER LATEST RFDS) HARDWARE, INSPECT FOR DAMAGE, AND (E) AT&T un�nful I�nu��a�(a�o(a�L REPLACE AS NECESSARY TO THE SATISFACTION GENERATOR FENCE W/BARBED TALL IN NK OF THE WIRES EENGINEER.ONSTRUCTION MANAGER AND 7. EQUIPMENT LOCATIONS AND CONDITIONS TO BE (E) AT&T i i ]JO�� FIELD VERIFIED PRIOR TO COMMENCEMENT IOF E PROPANE TANK CONSTRUCTION. ENGINEER SHALL BE NOTIFIED a �t f =___-_ OF ANY DISCREPANCIES OR CONTRACTOR SHALL EXISTING STRUCTURAL ANALYSIS REPORT I BE RESPONSIBLE FOR THE SAME. WATER TANK MOUNT PREPARED BY DESTEK 8. NORTH SHOWN IS APPROXIMATE. NOT ALL (E) ENGINEERING DATED OCTOBER 3, 2017. OR (P) IMPROVEMENTS ARE SHOWN FOR ' CLARITY. N SITE PLAN 'NORTHEAST ELEVATION 2 9. MATCH EXISTING ANTENNA TIP ELEVATIONS AS 1 NOTE: ZONING OR FAA APPROVALS DICTATE. SCALE: 1"=35' (11x17) A-1 'MOUNT MAPPING REPORT' SCALE: 1"=35' (11x17) A-1 10. PROTERRA HAS NOT BEEN CONTRACTED TO PREPARED BY SGS TOWERS AND PERFORM 'A GLOBAL STRUCTURAL ANALYSIS 35 17.5 0 35 DATED SEPTEMBER 18, 2017. y35 17.5 0 35 AND/OR AN ASSESSMENT OF THE SUPPORTING y STRUCTURE AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL CAPACITY �r OR MODIFICATIONS REQUIRED AS A RESULT THEREIN. CENTERVILLE RELO MA REVISIONS DESIGNED BY: JWG/JMM JOB #: 17-017 Pr*Terra v riz n 2017 Off UPGRADE 0 2017 RFDS DATED MARCH 8, 2017 DRAWN BY: TBD REV. #: 0 e o DESIGN GROUP, L L C LOCATION,CODE 138584 118 FLANDERS ROAD DATE: 10/04/17 4 Bay Road THIRD FLOORA-1 Building A, Suite 200 WESTBOROUGH, MA 01581 345 OLD tSTAGE ROAD SHEET: 1 OF 3 Hadley, MA 01035 (413)320-4918 CENTERVILI_E, MA 02632 f NOTE: EXISTING STRUCTURAL ANALYSIS REPORT 'MOUNT MAPPING REPORT' WATER TANK MOUNT PREPARED BY DESTEK PREPARED BY SGS TOWERS AND ENGINEERING DATED OCTOBER 3, 2017. DATED SEPTEMBER 18, 2017. �� (E) VERIZON PANEL 3, i iUNO SECTOR A ANTENNA, TYP. OF 4 850 AWS PCs 700 ,l It 0` (AWS, PCS & 700) PER SECTOR. (12 TOTAL) S-1 I1` 350' (850) REMOVE AND �REPLACE (E) PIPE W/(P) SCH40(E) TOWN WHIP PCS GALV. 2.875 O.D. x 0.203�.WALL MOUNTING 'S ANTENNA, TYP. AWS 700 (� ., ) 1�2 1i. B50PIPE. 7—0 LONG), TYP. OF 1 PER SECTOR FOR EACH 700 ANTENNA (3 TOTAL). REPLACE ' MOUNT BRACKET ANGLE; TYP. OF 2 PER ANTENNAS SHOWN FROM BACKSIDE of SECTOR E ( BASED UPON RFDS DATED MARCH 8, 2017 ANTENNA PIPE (6 TOTAL) (E) .ANTENNA (E) COAXIAL J (E) (1) AWS, (1),PCs AND (1) CONFIGURATION 3 I ° PORT, TYP. 700 RRH's TYP. OF 3 RRH's .r. PER SECTOR (9,RRH's TOTAL) SCALE: NONE S-1 �� !1 (E) ACCESS 1 HATCH, TYP. --i MOUNTING PIPE (E) VENT Ir a 7 �� j c�� (E).VERIZON SMALL JUNCTION C 1 BOX, TYP. OF 1 i PER SECTOR r �\ (3 TOTAL) 0 SECTOR B (E) LARGE JUNCTION ,. a 700 130° AWS, PCs & ' � � � BOXES (2 TOTAL) ( ) uu p� 110` (850) _ b J o V L 25.8 �a � 12"f SECTOR G ��---g— � `�-� (E) RAILING 245' (AWS, PCS & 700) p� - ®® ! TOP 235' (850) (E) PANEL ANTENNA ®® o (BY OTHERS).. ®® o SUPPLIED PIPE MOUNT BRACKET REMOVE AND REPLACE (E) AWS 2 RRH's W/PIPE MOUNTING HARDWARE, AWS 2100 REMOTE RADIO TYP. OF 1 PER SECTOR (3 TOTAL) S-1 SOLAR SHIELD HEAD (B66a RRH 4x45) 67 Ibs N (P) ANTENNA PLAN FRONT SIDE SCALE: 1"=5' (11 x17) (P) AWS RRH MOUNTING DETAIL S-1 2 5 2.5 0 5 SCALE: NONE S-1 F CENTERVIL".�LE RELO MA REVISIONS DESIGNED BY: JWG/JMM JOB #: 17-017 PraTerra 2017 4XT UPGRADE 0 2017 RFDS DATED MARCH 8, 2017 DRAWN BY: TBD REV. #: 0 verizon DESIGN GROUP, L L C LOCATIM''CODE 138584 118 FLANDERS ROAD DATE: 10/0¢/17 4 Bay Road THIRD FLOOR Building A, Suite 200 WESTBOROUGH, MA 01581 345 OLD STAGE ROAD S.1 Hadley, MA 01035 (413)320-4918 CENTERVILLE, MA 02632 SHEET: 2 OF 3 , t 5E M. c tEta0 _ REMOVE AND REPLACE (E) PIPE W/(P) SCH40 GALV. (2.875" O.D. u „ 311 x 0.203" WALL) MOUNTING PIPE (P) HDG L2-1/2 x 2-1/2 x REMOVE AND REPLACE (E) PIPE 1/4" — 8" LONG STEEL ANGLE �� ; �, ;f (7—0„ LONG), TYP. OF 1 PER „ �.,.. SECTOR (3 TOTAL) W/(P) SCH40 GALV. (2.875 O.D. x 0.203" WALL)' MOUNTING PIPE a 7—0„ LONG), TYP. OF 1 PER SECTOR (3 TOTAL) r-ld (P) 1/2" x 1-1/2" GRADE 5 OR A325 J _ 9/16"0 HOLE, (E) 700 RRH W/PIPE HDG HEX BOLT,W/LOCKING HARDWARE, TYP. TYP. OF 2 PER ANGLE 12 TOTAL -1N � MOUNTING HARDWARE, ( ) T f (E) 700 PANEL ANTENNA - TYP. OF 1 PER N I W/PIPE MOUNTING SECTOR (3 TOTAL) T - 14 HARD DECTOR (3 P. OTWARE, TYO —\ PER S AL) I i I V I 22 I (P) ANTENNA PIPE ' � --- ANGLE, TYP. OF 2 S-2 ( k__---HANDRIL TYP.TUBULAR _ r PER PIPE (6 TOTAL) SIDE VIEW 1 A A O (E) 1/4" x 8" HANDRAIL PLATE 1 0(E) TUBULAR ! 122" ' HANDRAIL, TYP. ® �O � ! 0 I N 0 4F n-8 I (P) 1/2" x 3" x 5" LONG U—BOLT SAE Ln 00 J429 GR-2 W/LOCKING HARDWARE I ;: SITE PRO 1 (P/N U81300) N 2� (P) HDG 1-2-1/2" x 2-1/2" x S_2 1/4" — 8" LONG STEEL ANGLE 9/16"0 HOLE, ^� ELEVATION SECTION A—A i TYP. PLAN VIEW (P) 700 ANTENNA MOUNTING DETAIL , (P) STEEL ANGLE DETAIL 2 SCALE: N.T.S. S-2 SCALE: N.T.S. S-2 1 t CENTERVILLE RELO MA REVISIONS DESIGNED BY: JWG/JMM JOB #: 17-017 ProTerra verizon✓ .2017 4xT UPGRADE 0 2017 RFDS DATED MARCH 8, 2017 DRAWN BY: TBD REV. #: 0 DESIGN GROUP, L L C LOCATION'CODE 138584 118 FLANDERS ROAD 1 DATE: 10/04/17 4 Bay Road THIRD FLOOR Building A. Suite 200 WESTBOROUGH, MA 01581 345 OLD STAGE ROAD �2 Hadley, MA 01035 (413)320-4918 CENTERVILLE, MA 02632 SHEET: 3 OF 3